Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Agenda Packet 2002/09/17
CITY COUNCIL AGENDA September 17, 2002 6:00 p.m. Council Chambers Public Services Building 276 Fourth Avenue, Chula Vista CI'W OF CHULA VISYA City Council City Manager Patty Davis David D. Rowlands, Jr. Stephen C. Padilla City Attorney Jerry R. Rindone John M. Kaheny Mary Salas City Clerk Shirley A. Horton, Mayor Susan Bigelow The City Council meets regularly on the first calendar Tuesday at 4:00 p.m. and on the second, third and fourth calendar Tuesdays at 6:00 p.m. Regular meetings may be viewed at 7:00 p.m. on Wednesdays on Cox Cable Channel 24 or Chula Vista Cable Channel 68 AGENDA September 17, 2002 6:00 P.M. CALL TO ORDER ROLL CALL: Councilmembers Davis, Padilla, Rindone, Salas, and Mayor Horton. PLEDGE OF ALLEGIANCE TO THE FLAG, MOMENT OF SILENCE SPECIAL ORDERS OF THE DAY · OATH OF OFFICE: TOM SHIPE - MOBILEHOME RENT REVIEW COMMISSION · INTRODUCTION BY PAULA BROWN, ASSISTANT LIBRARY DIRECTOR, OF THE LIBRARY'S TOP READERS FROM THE 2002 SUMMER READING PROGRAM CONSENT CALENDAR (Items I through 11) The Council will enact the staff recommendations regarding the following items listed under the Consent Calendar by one motion, without discussion, unless a Councilmember, a member of the public, or City staff requests that an item be removed for discussion. If you wish to speak on one of these items, please fill out a "Request to Speak"form (available in the lobby) and submit it to the City Clerk prior to the meeting. Items pulled from the Consent Calendar will be discussed after Action ltems. Items pulled by the public will be the first items of business. 1. WRITTEN COMMUNICATIONS A. Letter of resignation from Dan Hom, member of the Economic Development Commission. Staffrecommendation: Council accept the resignation and direct the City Clerk to post immediately according to Maddy Act requirements. B. Request from Robert A. Garcia for approval of a block party on the cul-de-sac of Santa Barbara Court on Saturday, September 28, 2002. Staffrecommendation: Council approve the request. 2 A. ORDINANCE OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA ADOPTING THE CALIFORNIA BUILDING CODE, 2001 EDITION WITH AMENDMENTS B. ORDINANCE OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA ADOPTING THE CALIFORNIA REFERENCED STANDARDS CODE, 2001 EDITION WITH AMENDMENTS C. ORDiNANCE OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA ADOPTiNG THE CALiFORNIA MECHANICAL CODE, 2001 EDITION WITH AMENDMENTS D. ORDiNANCE OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA ADOPTiNG THE CALiFORNIA ELECTRICAL CODE, 2001 EDITION AND UNIFORM ADMINISTRATIVE CODE PROVISIONS FOR THE NATIONAL ELECTRIC CODE, 1996 EDITION, WITH AMENDMENTS E. ORDiNANCE OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA ADOPTING THE CALIFORNIA ENERGY CODE, 2001 EDITION F. ORDINANCE OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA ADOPTiNG THE CALIFORNIA PLUMBiNG CODE, 2001 EDITION WITH AMENDMENTS G. ORDiNANCE OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA ADOPTiNG THE CALIFORNIA FIRE CODE, 2001 EDITION H. ORDiNANCE OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA ADOPTiNG THE URBAN-WILDLAND 1NTEREACE CODE, 2000 EDITION WITH AMENDMENTS Adoption of the various editions of the California Codes is a routine action undertaken by the Planning and Building Department every three years in response to newly published codes. The adoption of these codes is in conformance with City Council Policy 500-04 as adopted by Resolution 5656, which endorses the establishment and maintenance of uniform building regulations within the jurisdictions of the County of San Diego. (Director of Planning and Building) Staff recommendation: Council place the ordinances on second reading for adoption. 3. ORDINANCE OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA APPROViNG AN AMENDMENT TO THE CITY OF CHULA VISTA ZONiNG MAP ESTABLISHED BY CHAPTER 19, SECTION 19.18.010 OF THE CHULA VISTA MUNICIPAL CODE BY REZONING 1.62 ACRES OF LAND iN OTAY RANCH VILLAGE TWO FROM THE PLANNED COMMUNITY (PC) ZONE TO PUBLIC/QUASI-PUBLIC (P-Q) ZONE FOR THE PURPOSE OF CONSTRUCTiNG A FIRE STATION (FIRE STATION NO. 7) (SECOND READiNG AND ADOPTION) This Project is a joint application initiated by the City and the Otay Ranch Company to rezone 1.62 acres of land in Village Two of Otay Ranch from the Planned Community (PC) Zone to Public/Quasi-Public (P-Q) Zone for the purpose of constructing Fire Station No. 7. (Director of Planning and Building) Staff recommendation: Council place the ordinance on second reading for adoption. 4. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA PLACiNG THE HOUSE LOCATED AT 7 CRESTA WAY, THE HADLEY JOHNSON Page 2 - Council Agenda 09/17/02 HOUSE, ON THE CITY OF CHULA VISTA'S LIST OF HISTORIC SITES 1N ACCORDANCE WITH MUNICIPAL CODE SECTION 2.32.070(A) The property owners of 7 Cresta Way have requested that their property be considered for inclusion on Chula Vista's List of Historic Sites. The Resource Conservation Commission considered the designation of the property at its August 19, 2002 meeting, and recommends that the house be placed on Chula Vista's List of Historic Sites. (Director of Plaiming and Building) Staff recommendation: Council adopt the resQlution. 5. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA DESIGNATING THE HOUSE AT 415 HILLTOP DRIVE AS A HISTORIC SITE AND PLACING THAT SITE ON THE CITY OF CHULA VISTA'S LIST OF HISTORIC SITES AS SOUTHERN BEAUTY IN ACCORDANCE WITH MUNICIPAL CODE SECTION 2.32.070(A) The property owners of 415 Hilltop Drive have requested that their property be considered for inclusion on Chula Vista's List of Historic sites as Southern Beauty. The Resource Conservation Commission considered the designation of the property at its August 19, 2002 meeting, and recommends that the house be placed on Chula Vista's List of Historic Sites as Southern Beauty. (Director of Planning and Building) Staff recommendation: Council adopt the resolution. 6. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA PLACING THE HOUSE LOCATED AT 616 DEL MAR AVENUE, THE EDWIN T. SMITH SR. HOUSE, ON THE CITY OF CHULA VISTA'S LIST OF HISTORIC SITES IN ACCORDANCE WITH MUNICIPAL CODE SECTION 2.32.070(A) The property owners of 616 Del Mar Avenue have requested that their property be considered for inclusion on Chula Vista's List of Historic sites. The Resource Conservation Conunission considered the designation of the property at its August 19, 2002 meeting, and recommends that the house be placed on Chula Vista's List of Historic Sites. (Director of Planning and Building) Staff recommendation: Council adopt the resolution. 7. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA PLACING THE HOUSE LOCATED AT 382/384 DEL MAR AVENUE, THE FIRST WOMAN'S CLUBHOUSE, ON THE CITY OF CHULA VISTA'S LIST OF HISTORIC SITES 1N ACCORDANCE WITH MUNICIPAL CODE SECTION 2.32.070(A) The property owners of 382/384 Del Mar Avenue have requested that their property be considered for inclusion on Chula Vista's List of Historic sites. The Resource Conservation Commission considered the designation of the property at its August 19, 2002 meeting, and recommends that the house be placed on Chula Vista's List of Historic Sites. (Director of Planning and Building) Staffrecommendation: Council adopt the resolution. Page 3 - Cotmcil Agenda 09/17/02 8. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA AUTHORIZING THE RECREATION DIRECTOR TO INCREASE THE HOURS OF OPERATION OF NORMAN PARK CENTER TO ACCOMMODATE A REQUEST BY CHULA VISTA ADULT SCHOOL, AND AMENDING THE FISCAL YEAR 2003 BUDGET BY APPROPRIATING $2,300 IN UNANTICIPATED REVENUE (4/5THS VOTE REQUIRED) Currently the Norman Park Center is open until 10:00 p.m. on the first Thursday of each month and until 4:00 p.m. on the remaining Thursdays. The Chula Vista Adult School, operated by the Sweetwater Union High School District, is proposing to offer two classes on Thursday nights at Norman Park Center. The adult school will provide the City with a minimum of $2,300 annually to offset all increased staffing costs and increased utility costs. (Director of Recreation) Staff recommendation: Council adopt the resolution. 9. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA AMENDING THE APPENDIX TO THE LOCAL CONFLICT OF INTEREST CODE The Political Reform Act requires every local agency to review its Conflict of Interest Code biennially to determine if it is accurate or, alternatively, that the Code must be amended. The City Attomey and City Clerk have reviewed the Code on behalf of City staff, all departments of the City, and designated City boards and commissions; and have determined that amendments to the Appendix of the Code are necessary. The proposed Resolution adopts an amended Appendix to the Code and lists the officials and designated employees of the City who are required to file periodic statements of economic interest and the disclosure categories under which each such official and designated employee is required to file. (City Clerk, City Attorney) Staffrecommendation: Council adopt the resolution. 10. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA AMENDING THE 2002/2003 BUDGET TO PURCHASE AN ADDITIONAL VACUUM TRUCK AND RELATED EQUIPMENT FOR THE MAINTENANCE AND CLEANING OF THE STORM DRA1N INLETS AND PIPES, AS REQUIRED BY THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) MLq~CIPAL PERMIT AND APPROPRIATING $250,000 FROM THE UNAPPROPRIATED BALANCE OF THE PUBLIC FACILITIES DEVELOPMENT IMPACT FEE FUND (4/5THS VOTE REQUIRED) On February 21, 2001, the San Diego Regional Water Quality Control Board adopted the new NPDES permit, Order No. 2001-01. Pursuant to the Federal Clean Water Act, and the California Potter-Cologne Water Quality Control Act, and in compliance with said permit, 18 municipalities of San Diego County (including Chula Vista), as well as the San Diego Unified Port District and the County of San Diego, collectively referred to as the Co-permittees, are mandated to maintain compliance with the requirements of the permit by implementing various tasks set out in that permit. (Director of Public Works) Staff recommendation: Council adopt the resolution. Page4 - Council Agenda 09/17/02 11 A. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CI-1ULA VISTA APPROVING FINAL MAP OF CHULA VISTA TRACT NO. 01-07, CEDAR PARK SUBDIVISION, ACCEPTING ON BEHALF OF THE CITY OF CHULA VISTA THE VARIOUS PUBLIC STREETS AND EASEMENTS, ALL AS GRANTED ON SAID MAP WITHIN SAID SUBDWISION, AND APPROVING THE SUBDIVISION IMPROVEMENT AGREEMENT FOR THE COMPLETION OF IMPROVEMENTS REQUIRED BY SAID SUBDIVISION, AND AUTHORIZING THE MAYOR TO EXECUTE SAID AGREEMENT B. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA APPROVING THE SUPPLEMENTAL SUBDIVISION IMPROVEMENT AGREEMENT FOR CHULA VISTA TRACT NO. 01-07, CEDAR PARK SUBDIVISION, AND AUTHORIZING THE MAYOR TO EXECUTE SAID AGREEMENT On July 24, 2001, the City Council approved the tentative subdivision map for Chula Vista Tract 01-07, Cedar Park. Adoption of the resolutions approves the final map, subdivision improvement agreement, and supplemental subdivision improvement agreement. (Director or Public Works) Staff recommendation: Council adopt the resolutions. ORAL COMMUNICATIONS Persons speaking during Oral Communications may address the Council on any subject matter withbt the Council's jurisdiction that is not listed as an item on the agenda. State law generally prohibits the Council from taking action on any issue not included on the agenda, but, if appropriate, the Council may schedule the topic for future discussion or refer the matter to staff. Comments are limited to three minutes. PUBLIC HEARINGS The following items have been advertised as public hearings as required by law. If you wish to speak on any item, please fiIl out a "Request to Speak" form (available in the lobby) and submit it to the City Clerk prior to the meeting. 12. CONSIDERATION OF APPROVAL OF PCC-02-34, A CONDITIONAL USE PERMIT TO INSTALL, OPERATE AND MAINTAIN A WIRELESS COMMUNICATIONS FACILITY CONSISTING OF TWO 15-FOOT-HIGH MONOPINES TO SUPPORT A TOTAL OF THREE ANTENNA ARRAYS, TWO MICROWAVE DISHES, AND ONE GPS ANTENNA; AND AN ASSOCIATED 45-SQUARE-FOOT EQUIPMENT ENCLOSURE BEHIND A SINGLE-FAMILY HOME AT 455 QUAIL COURT APPLICANT: VERIZON WIRELESS (Continued from 08/27/02) Page 5 - Council Agenda 09/17/02 Verizon Wireless has requested a Conditional Use Permit to install, operate and maintain an unmanned wireless communications facility consisting of two 15-foot-high monopines to support a total of three antenna arrays, two microwave dishes, and one GPS antenna; and an associated 45-square-foot equipment enclosure behind a single-family home located at 455 Quail Court. The monopines proposed would be approximately 70 to 90 feet south of existing Pacific Bell/Cingular antennas located on the same lot. The Environmental Review Coordinator has concluded that the project is a Class 3(c) categorical exemption from environmental review (CEQA Section 15303, new construction of small structures). (Director of Planning & Building) Staff recommendation: Council continue the public heating to the Regular City Council Meeting of October 1, 2002. ACTION ITEMS The items listed in this section of the agenda are expected to elicit substantial discussion and deliberation by the Council, staff, or members of the public. The items will be considered individually by the Council, and staff recommendations may, in certain cases, be presented in the alternative. If you wish to speak on any item, please fill out a "Request to Speak" form (available in the lobby) and submit it to the City Clerk prior to the meeting. 13. CONSIDERATION OF ADOPTION OF RESOLUTIONS APPROVING AGREEMENTS FOR FINANCING AND CONSTRUCTION OF ROADWAY IMPROVEMENTS FOR TRAFFIC ENHANCEMENTS FOR THE TELEGRAPH CANYON ROAD AND THE EAST H STREET WIDENING PROJECTS The Eastern Chula Vista Traffic Enhancement Program was initiated last year to identify traffic capacity improvements that can be implemented in the near future to provide congestion relief on arterial roadways within Chula Vista. A total of six enhancement projects were identified and two were chosen to be fast tracked due to their ability to be constructed in a short time frame. These two projects are the north side widening of East H Street and the north side widening of Telegraph Canyon Road east of 1-805. Both of these projects have recently completed the environmental document public review period. An agreement for financing and constructing each of these roadway improvement projects must be approved by the City Council. (Director of Public Works) Staff recommendation: Council adopt the following resolutions. A. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA ADOPTiNG THE MITIGATED NEGATIVE DECLARATION (IS-02-35) FOR THE TELEGRAPH CANYON ROAD WIDENING PROJECT AND APPROVING AN AGREEMENT FOR FINANCiNG AND CONSTRUCTION OF ROADWAY IMPROVEMENTS FOR TRAFFIC ENHANCEMENTS BETWEEN THE CITY OF CHULA VISTA AND BROOKFIELD SHEA OTAY, LLC, THE EASTLAKE COMPANY, THE MCMILLiN COMPANY AND THE OTAY RANCH COMPANY, AND AUTHORIZiNG THE MAYOR TO EXECUTE THE SAID AGREEMENT Page 6 - CouncilAgenda 09/17/02 B. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA ADOPTING THE MITIGATED NEGATIVE DECLARATION (IS-02-36) FOR THE EAST H STREET WIDENING PROJECT AND APPROVING AN AGREEMENT FOR FINANCING AND CONSTRUCTION OF ROADWAY iMPROVEMENTS FOR TRAFFIC ENHANCEMENTS BETWEEN THE CITY OF CHULA VISTA AND THE MCMILLIN COMPANY AND TRIMARK PACIFIC HOMES, AND AUTHORIZING THE MAYOR TO EXECUTE THE SAID AGREEMENT ITEMS PULLED FROM THE CONSENT CALENDAR OTHER BUSINESS 14. CITY MANAGER'S REPORTS A. Scheduling of meetings. 15. MAYOR'S REPORTS A. Ratification of appointment to the Economic Development Commission - Christopher Lewis. B. Ratification of appointment to the Mobilehome Rent Review Commission - Caesar Padilla. 16. COUNCIL COMMENTS ADJOURNMENT to a Regular Meeting of October 1, 2002, at 4:00 p.m. in the Council Chambers (The Regular Meeting of September 24, 2002 has been cancelled due to the Mayor's State of the City Address) Page 7 - Council Agenda 09/17/02 1-15 1995 11:BOPM FROM P 1 Date: September 11 2002 To: Office of the City Clerk From: Dan t-lorn, Commlssio~aer Economic Development Re: Resignation To the City Clerk of Chula Vista: This letter is to serve as my formal resignation as Economic Development Commissioner for the City of Chula Vista. Due to my current increased time commitraent and schedule, I wil} unfortunately have to resign my post. I have however, enjoyed my past 2 years on the Commisskm, as well as the many relationships I have developed with other ConunJssioners, and staff Thank you again tbr the opportunity in serving this body, and should you have any additional questions or concerns please feel free to contact me directly at (619) 723-4641. Best regards, Dan Horn Written Communication for the September 17th Council Meeting This is a request from Mr. Robert A. Garcia for a block party on Saturday, September 28, 2002 on the cul-de-sac of Santa Barbara Court. Per Council Policy number 102-04, which prohibits the closing of a street for block parties more than once in a three-month period, and because the cul-de-sac of Santa Barbara Court was closed for a block party on July 4, 2002, this request was denied. Rather than appealing this decision directly to Council, they provided signatures from 2/3 of the homeowners on the street in favor of this block, party. THEREFORE, IT IS RECOMMENDED THAT THE REQUEST FOR A BLOCK PARTY ON THE CUL-DE-SAC OF SANTA BARBARA COURT ON SATURDAY, SEPTEMBER 28, 2002 BE APPROVED. Carmen E. Luna & Robert A. Garcia 2612 Santa Barbara Ct. Chula Vista, CA 91914 Phone: (619) 656-1824 Sept. 10, 2002 Members of the City Council City of Chula Vista Re: Request for Block Party Date: Sept. 28, 2002 Location: 2612 Santa Barbara Ct. Chula Vista, CA 91910 Members of the City Council, This is a request to allow a block party at the above time and place. A neighbor of ours held a block party for the 4th of July. We request a block party for Sept. 28, 2002. All of the neighbors on our street (11) will be invited to this party. Attached is a petition in favor of the block party, signed by 9 of the 12 households who reside on Santa Barbara Ct. Thank you for your consideration. Robert A. Garcia CI1~' OF CHULAVISTA OFFICE OF THE CITY MANAGER September 5, 2002 Mr. Robert Garcia 2612 Santa Barbara Court Chula Vista, CA 91914 SUBJECT: BLOCK PARTY- Saturday, September 28, 2002 Dear Mr. Garcia: This is in response to your request for permission to have a Block Party on Saturday, September 28, 2002 from 2pm to 9pm on the cul-de-sac of Santa Barbara Court. City Council Policy No. 102-04 prohibits the closing of a street for block parties more than once in a three month period. Because Santa Barbara Court was closed for a block party on July 4, 2002, we are unable to approve the block party request for September 28th, as this second request is within a 3-month period. This language is included in the policy to prevent frequent block parties, which could create inconveniences for some people. The policy also states that any disapproval of a block party by the City Manager's Office can be appealed to the City Council under oral communications at the next regular Council meeting. If, however, you are able to provide us with signatures for 2/3 of the homeowners on your street in favor of the block party, along with a written request to the City Council to waive the 3-month period, we will bring it forward to City Council for you in the form of a written communication with a recommendation for approval. I have provided a sample signature sheet for you to use if you so desire. If you have any questions, please do not hesitate to contact Yolanda Garcia at 691-5031. You may submit the signature sheet and your written request to the City Manager's office by Wednesday, September 11,2002 in order to make the September 17th Council meeting. Sincerely, SJd W. Morris '-~' Assistant City Manager SWM:yg cc: Police Fire Public Works (Via Fax 397-6259 Enclosure 276 FOURTH AVENUE, CHULA VISTA · CALIFORNIA 91910 · (619)691-5031' (619) 409-5884 AN ORDINANCE OF THE CITY OF CHULA VISTA AMENDI~APTER 15.08 OF THE CHULA VISTA MUNICIPAL CODE ADOPTING THE CALIFORNIA BUILDING STANDARDS CODE, 20(11 EDITION. THE CITY COUNCIL OF THE CITY OF CHULA VISTA DOES ORDAIN AS FOLLOWS: SECTION I. That Chapter 15.08 of the Chula Vista Municipal Code is hereby amended to read as follows: Chapter 15.08 BUILDING CODE Sections: 15.08.010 California Building Code, ,nno 2001 Edition ..a U-:e~.~ D..:,a:_~ ,~a~ 1997 edlt'.'en adopted by reference. 15.08.020 Subsection 104.2.1 - General, Seet'-'a': I~5.2.! amended to designate Assistant Director of Planning and Building as Building Official. 15.08.030 Subsection 105.1 - Board of Appeals and Advisors Scet:'en I~5.1 is amended to confer suitability of alternate materials jurisdiction on Board of Appeals. Seeffen 15.08.040 Subsection 106.2 - Exempted Work Seethe':. !9fi.2 is amended to delete exemptions for certain types of construction from the requirement to obtain a building permit. 15.08.041 Subsection 107.2 amended-Permit fees. 15.08.045 Subsection 107 3 c~,~. ~n~ · ............ ~e) amended - Plan Rewew fees. 15.08.050 15.08.060 Subsection !~n~.!.! 108.1.2 added lo Section 108.1 to authorize compliance survey inspections. 15.08.070 Subsection 709.4.1 amended to add an exception to the requirement for parapets. 15.08.080 Subsection 904.2.1 amended to require installation of automatic fire-extinguishing system in buildings greater than certain height. 15.08.090 Section 1503 amended to provide for more restrictive roof coverings. 15.08.100 Subsection 1511.5 added to Section 1511 to require equipment enclosures on roofs. 15.08.010 California Building Code, ~noo 2001 Edition o.a adopted by reference, There is hereby adopted by reference the California Building Code, known as ~e Califo~a Code of Regulations, Title 24 p~ 2 ...................... ~ ..... ~ ~ ......... on, and Appendix Chapter 3, Division II; Appendix Chapter 1 ~,, ~ .............. Appendix Chapter 31, Division II and Divis~ton III of ~at ce~aM document as cop~ighted by the International Conference of ~uilding Officials, and '~h2 Califo~a Buil~g Standards Co~ssion. Chapter 11, Accessibili~ is hereby exempted. Said doc~en~ is hereby adopted as ~e Building Code of the CiW of Chula Vista for regulating the erection, cons~cfion, eM~gement, alteration, repak, moving, demolition, conversion, occupancy, use, height, ~d area of all buildings ~d s~c~es in ~e CiW. Providing for ~e issuance of pe~ts ~d collection of fees ~erefor and each and all such regulations, provisions, penalties, conditio~ and te~ of the UPAf~ California Budding Code, 1997 200I Edition, and Appendix Chapter 3, Division II; Append~ Chapter 1 ~ Appendix Chapter 31, Division II and Division III are hereby refe~ed to, adopted, and ~de a p~ here. of as though ~lly set for~ herein, excepting such potions as are hereinafter deleted, modified, or amended. 15.08.020 Subsection 104.2.1 - General Sect!c.:: !0~..2.! amended to des,gnate Assistant Director of the P!an:'2ng and Building Division as Building Official. Subsection Secson 104.2.1 of the Unffo-~ California Building Code, as it applies in the City of Chula Vista, is hereby amended to read as follows: Subsection Section 104.2.1 General The Building Official is hereby authorized and dkccted to enforce all the provisions of this code. For such purposes thc Building Official shall have the powers ora law enforcement officer. The Building Official shall have the power to render interpretations of this code and to adopt and enforce roles and regulations supplemental to this code as may be deemed necessary in order to clarify the application of the provisions of this code. Such interpretations, roles and regulations shall be in confoninty with the intent and purpose of this code. The Building Official shall be thc Assistam Director of the Plainsong and Building Division. 15.08.030 Subsection 105.1 - Board of Appeals and Advisors Seetien 105.1 amended to confer suitability of alternate materials jurisdiction on Board of Appeals. Scet'.'~n 1~5.2 added Subsection ........ 105.1 of the Uniform- California Building Code, as it applies in the City of Cbula Vista, is hereby amended to read as follows: Subsection Sect~.~n 105.1 Board of Appeals and Advisors. To dete~e the suitabili~ of alternate ~tehals, me.ods of cons~chon and to provide for reasonable inte~remfion of the provisions of tbs cnde, there s~ll be and is hereby created a Board of Appeals and Advisors consist~g of seven members who are qualified by expehence and ~a~g to pass upon ~ers penai~g to building cons~ction. ~e Bulldog Official sMll be an ex-officio member who shall not be entitled to vote and who sMll act as secreta~ to the Board. ~e Board of Appeals and Advisors shall be appointed by ~e Mayor ~d conf~ed by the Ci~ Council. ~e Board shall render all decisions and findings in ~fing to ~e Building Official with a duplicate copy to the appellant. ~e decision of the Board is final. ~e Bo~d of Appeals and Advisors sMll reco~end to ~e Ci~ Council such new legislation deemed necessa~ to govern cons~ction ~ the Ci~f of Chula Vista. 15.08.040 Exempted Work-Section 106.2 is amended to delete exemptions br certain ~pes of construction from the requirement to obtain a building petit. Subsection Sectien 106.2 of the Ur2fc~ Calithmia Building Code as it applies ~ Chula Visa shall read as follows: Subsection S::~:n 106.2 EXEMPTED WORK. No person, f~, or co~oration shall erect, cons~lct, e~arge, 3lter, repak, move, improve, remove, convert, or demolish any bui]~g or s~c~e in ~e ci~ of Chula Vista or came ~e same to be done without first obtaining a separate building pe~t for each snch building or s~c~e from the Building Official except as follows: A. Fences up to seventy-two inches and flee standing masonry walls up to forty-eight inches in height above the highest adjacent grade. B. Detached patio covers, not exceeding twelve feet in height, with a projected roof area not to exceed one-hundred forty-four square feet and at least six feet fi.om any building or structure on the same property. C. One-story detached accessory buildings, not exceeding twelve feet in height used as tool and storage sheds, playhouses and similar uses, provided the floor area does not exceed one-hundred forty-four square feet and are located so as to comply with the provisions of Chula Vista Municipal Code, Section 19.58.020. D. Oil den/cks. E. Movable cases, counters, and partitions not over five feet, nine inches in height. F. Retaining walls which are not over three feet in height measured fi.om the top of the footing to the top of the wall, unless supporting a surcharge or impounding flammable liquids. G. Television and radio antennas less than thirty-five feet in height. H. Awnings projecting not more than fifty-four inches and attached to, and supported by, the exterior walls of buildings of Group R-3, Division 3 or U Occupancy. I. Platforms, walks and driveways not more than thirty inches above grade and not over any basement or story below. J. Temporary motion picture, television and theater stage sets and scenery. K. Prefabricated swimming pools accessory to a Group R, Division 3 Occupancy in which the pool walls are entirely above the adjacent grade and if the capacity does not exceed five-thousand gallons. L. Fish ponds, reflechve pools or other decorative water containers with a wet surface area of one-hunch-ed square feet or less and a maximum depth of eighteen niches to the flood rim. M. Repairs which involve only the replacement of component parts of existing work with similar materials for the purpose of maintenance, and which do not aggregate over $500.00 in valuation in any twelve- month period, and do not affect any electrical, plumbing or mechanical installations. Repairs exempt fi.mn permit requirements shall not include any addition, change, or modification in construction, exit facilities, or permanent fixtures or equipment. Specifically exempted fi.om permit requirements without limit to valuation are: 1. Painting, papering, decorating and similar work. 2. Installation of floor covering. 3. Cabinet work. 4. Outside paving of R-3 and U Occupancies parking smfaces. (CCR Title 24 Disabled Access Required.) 5. Re-roofing buildings of Group R and U Occupancies of less than five-hundred square feet or less than fifty percent of roof covering replacement. This section shall not be construed to require separate building permits for dwelling and accessory buildings or structures on the same property which are described in the building permit application, plot plan and other drawings. Exemption fi.om the permit requirements of this code shall not be deemed to grant authorization for any work to be done in any manner in violation of the provisions of this code or any other laws or ordinances of the City of Chula Vista. 15.08.041 Subsection 107.2 amended- Permit fees. Subsection 107.2 of the California Building Code is amended to read as follows: Subsection 107.2 Permit Fees. Permit fees shall be as specified in the Master Fee Schedule of the City of Chula Vista. 15.08.045 Subsection ........... ~j 107.3 amended- Plan Review fees. Subsection Secfic. n.v~a~t~x.~j 107.3 of the tt.;c~.~.v._. California Building Code is amended to read as follows: Subsection ........... wJ 107.3 Plan Review Fees. When a plan or other data are required to be submitted by~.~L~e~*;~" ~n'~t*'~ Subsection 106.3.2,. a plan review fee shall be paid at the time of submirling plans and specification for review. Said plan review shall be as specified in the Master Fee Schedule, 15.08.060 Subsection !0~.!.! 108.1.2 added to Section 108.1 to authorize compliance survey inspections. Subsection !0~.!.! 108.1.2 is hereby added to Section 108.1 of the Un!fc.-wn California Building Code, as it applies in Chula Vista, and said subsection (h) shall read as follows: Subsection Section 108.!.I 108.1.2 Compliance Survey Inspection. Upon receipt of a written request for a compliance survey fi-om the owner and payment of the fee specified in the Master Fee Schedule, the Building Official may inspect an existing structure to ascertain its compliance with the provisions of this code and othei' applicable laws and ordinances, and report findings in writing to the owner. 15.08.070 Subsection 709.4.1 amended to add an exception to the requirement for parapets. Exception 6 is hereby added to :ubzectien ~ cf Subsection 709.4.1 of the Ur2fz.wn California Buff(ting Code, as it applies in Chula Vista, which EXCEPTION 6 shall read as follows: Exception 6. Conversion of existing Group R occupancies to offices. 15.08.080 Subsection 904.2.1 amended to require installation of automatic fire-extinguishing system in buildings greater than certain height. Subsection 904.2.1 of the Umf~--m. California Building Code is hereby amended, as it applies in Chula Vista, by the addition of the following: In every building regardless of occupancy, group or type of construction, when such building is more than forty feet or four stories or more in height. 15.08.090 Section 1503 amended to provide for more restrictive roof coverings. Section 1503 of the Unife..~-. California Building Code as it applied in Chula Vista is amended as follows: Section 1503. The roof covering on any structure regulated by this code shall be as specified in Table No. 15-A and as classified in Section 1504. Wood shingles and wood shakes shall have a miinmum Class "C" fke-resisfive rating. 15.08.100 Subsection 1511.5 added to Section 1511 to require equipment enclosures on roofs. Subsection 1511.5 is hereby added to Section 1511 of the Up2fo-'n~ California Building Code, as it applies in Chula Vista, which subsection 1511.5 shall read as follows: Subsection Eecfion 1511.5 Equipment Enclosure. Operating equipment, including piping and ducts located on the roof of a building, shaIl be shielded from view from public thoroughfares, private and public parking lots. Equipment enclosures shall not be constructed so as to trap flammable or combustible vapors. Exception: Solar collectursl Does not include structural supporting members. SECTION II. FINDINGS AND DECLARATION The City Council of the City of Chula Vista specifically and expressly finds and declares that each of the amendments noted above to the 2001 Edition of the Califorma Building Code is necessary due to local climatic, geological and topographical conditions. SECTION III. ENVIRONMENTAL IMPACT. The Environmental Review Coordinator has reviewed the proposed activity for compliance with the California Environmental Quality Act (CEQA) and has determined that the activity is not a "Project" as defined under Section 15378 of the State CEQA Guidelines; therefore, pursuant to Section 15060(c)(3) of the State CEQA Guidelines the activity is not subject to CEQA. Thus, no environmental review is necessary. SECTION IV. EFFECTIVE DATE. l~fis ordinance will take effect and be in force on November 1, 2002. Presented by Approved as to form by Robert Leiter ~ Kaheny ~ - Director of Planning and Building ~ity Attorney .,, VISTA MUNICIPAL CODE ADOPTING THE CALIFORNIA REFERENCED STANDARDS CODE, 2001 EDITION. THE CITY COUNCIL OF THE CITY OF CHULA VISTA DOES ORDAIN AS FOLLOWS: SECTION I. That Chapter 15.10 of the Chula Vista Municipal Code is hereby amended to read: Chapter 15.10 REFERENCED STANDARDS CODE Sections: 15.10.010 California Referenced Standards Code 19%° 2001 Edition adopted by reference. 15.10.020 Subsection 12.1.105.2 of Section 12.1.105 amended to designate Board of Appeals and advisors as board of appeals. 15.10.010 California Referenced Standards Code, 199~ 2001 Edition, adopted by reference. There is hereby adopted by reference that certain document known and designated as the California Referenced Standards Code, know as California Code of Regulations, Title 24 part 12, 199°,, 2001 Editiort as copyrighted by ~'~ · ...... :~_n~ r,^_c ....... c r,.,;T~;~ r~m~T~ the California Building Standards Commission. Said document is hereby adopted as the Califomia Referenced Standards Code of the City of Chula Vista, California, for the purpose of providing minimum standards to safeguard life or limb, health, property and public welfare by regulating and controlling the design, construction, quality of materials, use and occupancy, location and maintenance of all buildings and structures within this jurisdiction and certain equipment specifically regulated herein. 15.10.020 Subsection 12.1.105.1 of Section 12.1.105 amended to designate Board of Appeals and Advisors as Board of Appeals. Subsection 12.1.105.1 of Section 12.1.105 of the Califomia Referenced Standards Code reno .... 2(}01 Edition, and the title precedent thereto, as it applies in the City of Chula Vista, is hereby amended to read as follows: Board of Appeals and Advisors. £ectic, n Subsection 12.1.105.1 - General. In order to hear and decide appeals of orders, decisions or determmations made by the Building official or fire ch]et relative to the application and interpretations o£ this code, there is hereby established a Board of Appeals and Advisors consisting of seven members who are qualified by experience and ~'aining to pass upon matters pertaining to building construction, use and occupancy. The Assistant Director of thee P!ar, r2ng and Building Division and the Fire Marshal shall be ex- officio members who shall not be entitled to vote. The Assistant Director of thee P!ar~2::~ c~n~ Building Division shall act as secretary to the Board. The Board of Appeals and Advisors shall be appointed by the Mayor and confirmed by the City Council. The Board shall render all decisions and £mdings in writing to the Assistant Director of thee Pla."~ing and Building Division with duplicate copy to the appellant. Appeals to the board shall be processed in accordance with ~e Fr~vizi.~:'.z c~taine~ in Cha~tcr 5 c~f *~iz code or 4~ accerdar~ce wi~h such procedures as may be prescribed by the City Attorney of the City of Chula Vista. ~lhe decision of the Board is fmal. The Board of Appeals and Advisors shall recommend to the City Council such new legislation deemed necessary to govern conslmctior~ use and occupancy of structures in the City of Chula Vista. SECTION II. ENVIRONMENTAL IMPACT. The Enviromental Review Coordinator has reviewed the proposed activity for compliance with the California Environmental Quality Act (CEQA) and has determined that the activity is not a "Project" as defined under Section 15378 of the State CEQA Guidelines; therefore, pursuant to Section 15060(c)(3) of the State CEQA Guidelines the activity is not subject to CEQA. Thus, no environmental review is necessary. SECTION IV. EFFECTIVE DATE. This ordinance will take effect and be in force on November 1, 2002. Presented by Spproved as to form by DR;be;tr torL~;; anning and Building ~'~A ttaoh~neYy ~' Brad Remp, CJ3.O ~r Assistant Director/Building Official AN ORDINANCE OF THE CITY OF CHULA VISTA AMENDING CHAPTER 15.16 OF THE CHULA VISTA MUNICIPAL CODE ADOPTING THE CALIFORNIA MECHANICAL CODE, 2001 EDITION. THE CITY COUNCIL OF THE CITY OF CHULA VISTA DOES ORDAIN AS FOLLOWS: SECTION I. That Chapter 15.16 of the Chula Vista Municipal Code is hereby amended to read as follows: Chapter 15.16 MECHANICAL CODE Sections: 15.16.010 California Mechanical Code 1998 2001 Edition and Unlfurm ~lee~ae'.'ea! Cza,.a, 19~ Ed!tlzn adopted by reference. 15.16.020 Subsection Scctlen 108.1 amended to designate Building Official, 15.16.030 Subsection. Saat,%n 110.1 amended to confer suitability of alternate materials jurisdiction on Board of Appeals. 15.16.040 Subsection llS.l.amended to specify local fee structure. 15.16.050 Subsection 115.3 Section 2n~(c) amcndca~ Plan review fees: is deleted. 15.16.010 California Mechanical Code ~ano 2001 Edition ~-'~ U-:'~ ~s~,~.:~ t~a. 199:7 E~P. ic.:: adopted by reference. ~ere is hereby adopted by reference, ~at ce~ain document ~o~ and desisted as the Califo;~a Mechanical Code, !99~ 2001 Edition, ~o~ as the Califo~a Code of Regulation, Title 24 pa~ 4, ~ Un~fc~ ~.~c~rJca! Cede, 1997 Edition and Appendix A, Chapter 13, Pan I, of Appendix B, ~d Appen~x C thereof as cop~ghted by the r ..... "~"~ ~"c~'~-ce cf Eu~!d~ng ~c~;~ ~,,r~o,,~ Inte~finnal Association of Plmbing and Mechanical Officials and the Califoma Building Stand.ds Comssion. ~,ald document is hereby adopted as ~e Mechanical Code of ~e Ci~, providing for ~d regula~g ~e complete ~stallation and minten~ce of heating, ventilation, cooling and re~gerafion syste~, and provid~g for ~e issuance of pe~ts therefore, and each and all such regulatiom, provisiom, penalties, condifiom and te~; of · e Califoma Mechanical Code, 1998 2001 Edition, and Unifc~ MeckarJca! Cede, 1997 Edition and Appendix A, Chapter 13, Paa I, of Appendix B and Appendix C thereto ~e hereby refeaed to, adopted and ~de a p~ hereof as ~ough ~lly set fogh herein, exceptMg such poffions as are hereimfler deleted, modified or amended. 15.16.020 Subsection Sect!eh 108.1 amended to designate Building Official. Subsection Sectic.~ 108.1 of the Un,fo.:Tn California Mechanical Code, as it applies in Chula Vista, shall read as follows: Subsection £:c~.~r. 108.1 - General. The Building Official is hereby authorized and directed to enforce all the provisions of this code. For such purposes the Building Official shall have the powers of a law enforcement officer. The Building Official shall have the power to render interpretations of this code and to adopt and enforce bales and regulations supplemental to this code as may be deemed necessary in order to clarify '~he application of the provisions of this code. Such interpretations, rules and regulations shall be in conformity with the intent and purpose of this code. The Building Official, herein referenced, shall be the Assist~mt D~rector of the ........ ~ .... Building Division. 15.16.030 Subsection Scct'-'a:: 110.1 amended to confer suitability of alternate materials jurisdiction on Board of Appeals. Subsection Se:qc.n 110.1 of the Unif:nn. California Mechanical Code, as it applies in Chula Vista, shall read as follows: Subsection Er. erich 110.1 - Board of Appeals and Advisors. To detenmne the suitability of alternate materials, methods of construction and to provide for reasonable interpretation of the provisions of this code, there shall be and is hereby created a Board of Appeals and Advisors consisting of seven members who are qualified by experience and ~-aining to pass upon matters pertaining to mechanical design, construchon and mathteuance and the public health aspects of mechanical systems and who are not employees of the jurisdiction. The Building Official shall be an ex-officio member who shall not be entitled to vote and who shall act as secretary to the Board. The Board shall be appointed by the Mayor and confnqned by the City Council. The board shall render all decisions and findings th writing to the Building Official a duplicate copy to the appellant. The decision of the Board is final. 15.16.040 Subsection 115.1 amended to specify local fee structure. Subsection 115.1 of Section 115 of the Un!fz.xn California Mechanical Code, as it applies in Clmla Vista, shall read as follows: Fees. Subsection 115.1 - General. Fees shall be assessed in accordance with the Master Fee Schedule of the City of Chula Vista. 15.16.050 Subsection 115.3 Scct.;an ~gn.(e) amznflc~ Plan review fees, is deleted. Subsection 115.3 ........... ~ of the Un!f~..'vn California Mechanical Code, as it ar.~.!~a: ~n Chu!a Vista, z.u~!! rea~ az fc.!!c, wz: is deleted. SECTION II. ENVIRONMENTAL IMPACT. The Environmental Review Coordinator has reviewed the proposed activity for compliance with I:he California Environmental Quality Act (CEQA) and has determined that the activity is not a "Project" as del-reed under Section 15378 of the State CEQA Guidelines; therefore, pursuant to Section 15060(c)(3) of the State CEQA Guidelines the activity is not subject to CEQA. Thus, no environmental review is necessary. SECTION IV. EFFECTIVE DATE. This ordinance will take effect and be in force on November 1, 2002. Presented by Approved as to form by Assistant Director/Building Official AN ORDINANCE OF THE CIT A AMENDING CI~IAPTER 15.24 OF THE CHULA VISTA MUNICIPAL CODE ADOPTING THE CALIFORNIA ELECTRICAL CODE, 2001 EDITION AND THE UNIFORM ADMINISTRATIVE CODE PROVISIONS FOR THE NATIONAL ELECTRICAL CODE, 1996 EDITION. THE CITY COUNCIL OF THE CITY OF CHULA VISTA DOES ORDAIN AS FOLLOWS: SECTION I. That Chapter 15.24 of the Chula Vista Municipal Code is hereby amended to read as follows: Chapter 15.24 ELECTRICAL CODE AND REGULATIONS Sections: 15.24.010 California Electrical Code, 199..° 2001 Edition, Na*..%.na! E!ec'~r~ea! Code !996 Ed~t~or: and Uniform Administrative Code Provisions for the National Electrical Code, 1996 Edition, adopted by reference. 15.24.015 Subsection -ma(~ 203.1 of the Uniform Administrative Code Provisions for the National Electrical Code amended - Board of Appeals and Advisors. 15.24.020 Subsection na~ 201.1 of the Uniform Administrative Code Provisions for the National Electrical Code amended - Enforcement authority- Powers and duties of the Building Official. 15.24.025 Subsection 2~.(a) 304.1 of the Uniform Administrative Code Provisions for the National Electrical Code amended to have permit fees reference City's Master Fee Schedule. 15.24.030 Subsection ~" ~n~n.~ 304.2 of the Uniform Administrative Code Provisions for the National Electrical Code .... '~^" ~ ~' .... ~lan .... ;~'" ~ ..... ~ ....... :~y~s master fcc schedule, is deleted. 15.24.035 Previously used materials. 15.24.045 Distribution panels - Separate required when. 15.24.050 Circuit cards to be posted when. 15.24.055 Electric fences - Defined - Prohibited. 15.24.060 Phase arrangement - Amended. 15.24.010 California Electrical Code !998 2001 Edition, National E!eetr[ca! Code 1996 Edit!an and Uniform Administrative Code provisions for the National Electrical Code~ 1996 Edition, adopted by reference. There is hereby adopted by reference that certain document known and designated as the Califonaia Electrical Code, !998 200I Edition, known as the California Code of Regulations Title 24, Part 3, and kncluding the Uniform Administrative Code Provisions for the National Electrical Code, 1996 Edition as published by the International Conference of Building Officials. Said documents are hereby adopted as the Electrical Code of the City of Chula Vista, California regulating the installation, repair, operation and maintenance of all electrical wiring and electrical apparatus of any nature whatsoever, whether inside or outside of any building, and issuance of permits and providing for the inspection thereof. 15.24.01'5 Subsection ,~.~ 203.1 of the Uniform Administrative Code Provisions for the National Electrical Code amended - Board of Appeals and Advisors. Subsection (a) ef Sect!ch 292 203.1 of the Uniform Administrative Code Provisions for the National Electrical Code is amended to designate the Board of Appeals and Advisors as the Board of Appeals. In order to hear and decide appeals of orders, decisions or determinations made by the Building Official relative to the application and interpretations of this code, there shall be and is hereby created a Board of Appeals and Advisors consisting of seven members who are qualified by experience and training to pass upon matters pertaining to elecMcal aspects of construction. The Building Official shall be an ex-officio member who shall not be entitled to vote and who shall act as secretary to the Board. The Board of Appeals and Advisors shall be appointed by the City Council from the qualified electors of the City in accordance with the provisions of Section 600 et seq. of the Charter. The Board shall render all decisions and findings in writing to the Building Official with a duplicate copy to the appellant. The decision of the Board is final. The Board of Appeals and Advisors shall recommend to the City Council such new legislation deemed necessary to govern electrical aspects of construction in the City of Chula Vista. 15.24.020 Subsection.~.~/nn~/~x 201.1 of the Uniform Administrative Code Provisions for the National Electrical Code amended - Enforcement authority- Powers and duties of the Building Official. Subsection (a) ~.f £ect!cn 201 201.I of the Uniform Administrative Code Provisions for the National Electrical Code amended as it applies in Chula Vista shall read as follows: Subsection~e~-t:~-Lv.. -v'~'~ w~x,~w 201.1- General. It shall be the duty of the Building Official to enforce the provisions of this code. The Building Official shall be the Assistant Director of thee P!ann!ng and Building Division. For such purposes, the Building Official shall have the powers of a law enforcement officer. The Building Official shall have the power to render interpretations of this code and to adopt an~d enforce rules and regulations supplemental to this code as may be deemed necessary in order to clari~ l:h~e application of the provisions of this code. Such interpretations, rules and regulations shall be in conformitX with the intent and purpose of this code. 15.24.025 Sect'.'zn 20~,(a) Subsection 304.1 of the Uniform Administrative Code Provisions for the National Electrical Code amended to have permit fees reference City's Master Fee Schedule. Subsection 30~.(a) 304.1 of Section 304, Fees, of the Uniform Administrative Code Provisions for the National Electrical Code, as it applies in Chula Vista, shall read as follows: Sect!~.n 20~,(a) Subsection 304.1 - Permit Fees. The fee for each permit shall be set forth in the Master Fee Schedule of the City of Chula Vista. 15.24.030 Subsection 304.2 ~.x~/ of the Uniform Administrative Code Provisions for the National Electrical Code ............ .u. ave ~,!~n .......~ .....r ....... :~2,''~ ~a?.er Fcc Se~ed'~ i~ deleted. Subsection 304.2 ~ .,~; .............. Fees, of ~e Umfom Adm~ms~at~ve Code Provisions for the National Elec~ical Code as ~t aFpl~cz in oh.,~_~.~ x;:..~-, .... o..~-h~" .~.~ ~ ~..~c~n ...... ..o. is deleted. 15.24.035 Previously used materials. Previously used materials shall not be reused in any work without approval by the Building Official or an authorized deputy. 15.24.045 Distribution panels- Separate required when. Each store in a store building, each flat in a flat building, and each building used as a dwelling shall[ be so wired that each store, apartment, flat or dwelling shall have separate lighting and/or power distribution panels. Such panels shall not serve other portions of the building. Hotels, motels, hotel apartments and similar types of buildings may be wired fi-om one or more distribution panels. 15.24.050 Circuit cards to be posted when. When requested by the Building Official, a complete schedule of circuits showing the number, kind and capacity of each outlet on each circuit shall be posted on each job prior to rough inspection. 15.24.055 Electric fences - Defined - Prohibited. A. As used herein, the term elect'lc fence includes ali fences which in any way use electrical energy as an additional deterrent or have wires charged with electricity which are not covered with adequate insulation to protect persons and animals coming in contact therewith. B. No electric fence may be constructed, maintained or operated within the city. 15.24.060 Phase Arrangement- Amended. Section 384-3(0 of the !992 National California Electrical Code is hereby amended to read: Phase Arrangement. The phase arrangement on three-phase buses shall be A, B, C from front to back, top to bottom, or left to ri~t, as viewed from the front of the switchboard or panelboard. The C phase shall be that phase having the higher voltage ground on three-phase, four-wire delta-connected systems. Other busbar arrangements may be permitted for additions to existing installations and shall be marked. SECTION Il. FINDINGS AND DECLARATION The City Counci of the City of Chula Vista specifically and expressly finds and declares that each of the amendments noted above to the 2001 Edition of the California Electrical Code is necessary due to loeal climatic, geological and topographical conditions. SECTION 111. ENVIRONMENTAL IMPACT. The Environmental Review Coordinator has reviewed the proposed activity for compliance with the California Environmental Quality Act (CEQA) and has determined that the activity is not a "Project" as defined under Section 15378 of the State CEQA Guidelines; therefore, pursuant to Section 15060(c)(3) of the State CEQA Guidelines the activity is not subject to CEQA. Thus, no environmental review is necessary. SECTION IV. EFFECTIVE DATE. This ordinance will take effect and be in force on November 1,2002. Presented by Approved as to form by Robert Leiter tJohn)~aheny ~) Director of Planning and Building CJl~Attorney ~Brad Rem'p, C~3.O .~ Assistant Director/Buiffiing Official ORDINANCE NO. AN ORDINANCE OF THE CITY OF CHULA VISTA AMENDING CHAPTER 15.26 OF THE CHULA VISTA MUNICIPAL CODE ADOPTING THE CALIFORNIA ENERGY CODE, 2001 EDITION. THE CITY COUNCIL OF THE CITY OF CHULA VISTA DOES ORDAIN AS FOLLOWS: SECTION I. That Chapter 15.26 of the Chula Vista Municipal Code is hereby amended to read as follows: Chapter 15.26 ENERGY CODE Sections: 15.26.010 California Energy Code !998 2001 Edition adopted by reference. 15.26.010 California Energy Code !99~ 2001 Edition adopted by reference. There is hereby adopted by reference that certain document known and designated as the Califo~a Energy Code, know as California Code of Regulations Title 24, Part 6, 199~ 2001 Edition as copyrighted by the Inte~dc~! Cc:'~crence cf Building Official: California Building Standards Commission. Said document is hereby adopted as the Energy Code of the City of Chula Vista, Cal/fem/a for the purpose, of regulating building design and construction standards to increase efficiency in the use of energy for rtew residential and nonresidential buildings. SECTION II. ENVIRONMENTAL IMPACT. The Environmental Review Coordinator has reviewed the proposed activity for compliance with the California Environmental Quality Act (CEQA) and has determined that the activity is not a "Project" as defined under Section 15378 of the State CEQA Guidelines; therefore, pursuant to Section 15060(c)(3) of the State CEQA Guidelines the activity is not subject to CEQA. Thus, no environmental review is necessary. SECTION II1. EFFECTIVE DATE. Ttfis ordinance will take effect and be in force on November 1, 2002. Presented by Approved as to form by Robert Leiter ~o~n!~nff~aheny ' 0' ' -- Director of Planning and Building C~,.W^ttomey Brad Remp, C.l~.O ~ Assistant Director/Building Official ORDINANCE NO. AN ORDINANCE OF THE CITY OF CHULA VISTA AMEND1NG'~E~A~P~?R~k~)\~0~ [~ ~0~'~\~ 15,28 OF THE CHULA VISTA MUNICIPAL CODE ADOPTING THE CALIFORNIA PLUMBING CODE, 2001 EDITION. THE CITY COUNCIL OF THE CITY OF CHULA VISTA DOES ORDAIN AS FOLLOWS: SECTION I. That Chapter 15.28 of the Chula Vista Municipal Code is hereby amended to read as follows: Chapter 15.28 PLUMBING CODE AND REGULATIONS Sections: 15.28.010 California Plumbing Code, 199°°, 2001 Edition ~,a .T_..t~,m m.._~,:__ r,,a, !997 E~a:'t.~:n, adopted by reference. 15.28.020 Subsection Saet~an 102.1 amended to designate Building Official. 15.28.030 Subsection Sact'.'an 103.4.1 amended to have fees reference City's Master Fee Schedule. 15.28.035 Subsection 103.4.2 Plan review fees~ is deleted. 15.28.040 Subsection Seet~an 103.4.4 amended to exempt imposition of investigation fees for emergency work. 15.28.050 Subsection Seet~:n 103.5.6 amended to reference the City's Master Fee Schedule. 15.28.060 Subsection 413.01 added to specify types of facilities mandated by State law to comply with the requirements of Section 413. 15.28.010 California Plumbing Code, !99g 2001 Edition, known as the California Code of Regulations, Title 24, part 5,...-~"a ~.:~__~....~.....~"mk:-~.-...~...,. t-~.~, ~..~°'~, E~'.'t'.'~.n, adopted by reference. There is hereby adopted by reference the Califomia Plumbing Code, ! 998 2001 Edition, known as the California Code of Regulations, Title 24, part 5, and;* ~.w~__~._.~.....m"~'~"-.~-.-~, ~-~,r~'~- 1997 Ed/tic. n, and Appendk:es A, B, C, D and H document as copyrighted by the International Association of Plumbing and Mechanieal Officials ("L?C") and the Califorma Building Standards Commission. Said document is hereby adopted as the Plmnbing Code of the City of Chula Vista for regulating the complete installation, maintenance and repair of plumbing, drainage systems, water systems, gas systems, private sewage disposal systems on all properties and within all buildings and structures in the City. Providing for the issuance of permits and collection of fees therefore and each and all such regulations, provisions, penalties, conditions and terms of the Califor~fia Plumbing Code, !99~ 2001 Edition, ~ ...................... g ~c~, m~,7 Edition, and Appendices A, B, C, D and H are hereby referred to, adopted, and made a part thereof as though fully set forth herein, excepting such portions as are hereinafter deleted, modified or amended. 15.28.020 Subsection Seet:'en 102.1 amended to designate Building Official. Subsection SecSc, n 102.1 of the Un/.fc~wn California Plumbing Code, as it applies in Chula Vista, shall read as follows: Administrative Authority. Subsection Section 102.1 The Administrative Authority shall be the Assistant Director of tl~ P!ar~r2ng an~ Building Division_the Authority duly appointed to enforce this code. 15.28.30 Subsection Scc~en 103.4.1 amended to have fees reference City's Master Fee Schedule. Subsection 103.4. I of Section I03.4, Fees, of the C~"2f~..~r.. California Plumbing Code as it applies in Chula Vista shall read as follo~vs: 103.4. i Permit Fees. The fee for each permit shall be set forth in the Master Fee Schedule of the City of Chula Vista. 15.28.035 Subsection 103.4.2 Plan review fees~ is deleted. Subsection 103.4.2 Plan Review Fees, of the California Plumbing Code is deleted 15.28.040 Subsection Scot,eh 103.4.4 amended to exempt imposition of investigation fees for emergency work. Subsection 103.4.4 of Section 103.4, Fees, of the Ur2fcnn.~ California Plumbing Code as it applies in Chula Vista shall read as follows: Subsection Section 103.4.4 Investigation Fees. Subsection 103.4.4. I Whenever any work for which a permit is required by this code has been commenced without first obtaining said permit, a special investigation shall be made before a permit may be issued for such work. Subsection 103.4.4.2 An investigation fee, in addition to the permit fee, shall be collected whether or not a permit is then or subsequently issued. The investigation fee shall be equal to the amount of the perrmt fee that would be required by this code if a permit were to be issued. ]?he payment of such investigation fee shall not exempt any person from compliance with all other provisions of tlfis code, nor fi'om any penalty prescribed by law. Subsection 103.4.4.3 This provision shall not apply to emergency work when it shall be proven to the satisfaction of the administrative authority that such work was urgently necessary and that it was not practical to obtain a permit before commencement of the work. In ali such cases, a permit must be obtained as soon as it is practical to do so, and if there be an unreasonable delay in obtaining such permit, the investigation fee as herein provided for shall be charged. 15.28.050 Subsection Seet~en 103.5.6 amended to reference the City's Master Fee Schedule. Section 103.5.6 of the UPC California Plumbing Code, as it applies in Chula Vista, shall read as follows: Subsection S¢cti.~n 103.5.6 Reinspections. A rcinspection fee may be assessed for each inspection or reinspection when such portion of work for which inspection is called is not completed or when required corrections have not been made. This provision is not to be interpreted as requiring reinspecfion fees the first time a job is rejected for failure to comply with the requirements of ttds code, but as controlling the practice of calling lbr inspections before the job is ready for inspection or reinspection. Reinspection fees may be assessed when the approved plans are not readily available to the inspector, for failure to provide access on the date for which the inspection is required, or for deviating fi.om plans requiring the approval of the administrative authority. To obtain a m-inspection, the applicant shall file an application in writing upon the form furmslhed for that purpose and pay the re-inspection fee in accordance with the Master Fee Schedule of the City of Chula Vista. In instances where reinspection fees have been assessed, no additional inspection of the work will be performed until the required fees have been paid. 15.28.060 Subsection 413.01 added to specify types of facilities mandated by State law to comply with the requirements of Section 413. Subsection 413.01 of the California Plumbing Code, as it applies in Chula Vista, shall read as follows: Subsection 413.01 The requirements of Section 413 shall apply to the following types of facilities as listed below: a. Facilities where the public congregates such as stadiums, convention centers, community and commercial halls, sports and entertainment arenas, specialty event centers, amusement facilities ~md other similar facilities shall comply only with the requirements of Table 4-1. b. Facilities under the authority of the Office of Statewide Health Planning and Development (OSHPD 3_~ Licensed Clinics, that are regulated by the local authority shall comply with Subsections adopted by OSHPD3. c. For all other types of facilities, the requirements of Section 413 do not apply. Such facilities must comply with the requirements of Chapter 29 of the California Building Code and local health codes. SECTION II. FINDINGS AND DECLARATION The City Council of the City of Chula Vista specifically and expressly finds and declares that each of the amendments noted above to the 2001 Edition of the California Plumbing Code is necessary due to local climatic, geological and topographical conditions. SECTION III. ENVIRONMENTAL IMPACT. The Environmental Review Coordinator has reviewed the proposed activity for compliance with the California Environmental Quality Act (CEQA) and has determined that the activity is not a "Project" as deemed under Section 15378 of the State CEQA Guidelines; therefore, pursuant to Section 15060(c)(3) of the State CEQA Guidelines the activity is not subject to CEQA. Thus, no environmental review is necessary. SECTION IV. EFFECTIVE DATE. This ordinance will take effect and be in force on November l, 2002. Presented by Approved as to form by DR;be;trtorL;~;rlanning and Building JC°.a~A~oo~nneyy VISTA MUNICIPAL CODE ADOPTING THE CALIFORNIA FIRE CODE 2001 EDITION. THE CITY COUNCIL OF THE CITY OF CHULA VISTA DOES ORDAIN AS FOLLOWS: SECTION I. That Chapter 15.36 of the Chula Vista Municipal Code is hereby amended to read as follows: Chapter 1536 HRE CODES Sections: 15.36.010 California Fire Code, !995 2001 Edffion and Uniform F.;rc Ce. de, 1997 Edition,, m*~ ~: .... ,: ....... e~et:~" !!~2.2.5 i: amended. 15.36.010 Uniform California Fire Code, 2001 Edition.., adeptcd by reference. There is hereby adopted by reference that certain document known and designated as the California Fire Code, 2001 !998 Edition mhd UpAfarm FLre Ccdc_~ and all Appendices, !997 Ed/Sen, as compiled and published by the International Fire Code Institute in cooperation with the International Conference of Builchng Officials and the Western Fh'e Chiefs Association, three (3) copies of which are on file in the off~ce of the City Clerk. Subject to such amendments as are herein contained, said document is hereby adopted prescribing regulations governing conditions hazardous to life and property from fire or explosion, and each and all such regulatiops, provisions, penalties, conditions and terms of said Unffc,.xnCalifomia Fire Code are hereby referred to, adopted and made a part hereof as though fully set forth herein, excepting such portions as are hereinafter deleted, modified or amended as set forth in this Chapter. Fir: Apparatus access roads and at the ~pbon of ~he Fke C~2cf, ~c !ancz shall be prc~ddc~ corm~acted ar moved into cr '::ff~Jn *~c j"~zdicticn v:hen any pc~cn of *~e faci!~D' zr any Al! Fae extinguishLu, g syste:rz zba!! be fi:smiled by a state !icenaed ccraractor. ........................................ ~ ............. if the ~e fc!!:;;~ng cxccp6on: .*~,zl,~ ~9 Hazardou~ Mate~ak Szzticn gOOI.7 !den55caticn Sign~ of,^~'~icle $9 cfLhe L~C, az4i SECTION II. ENVIRONMENTAL IMPACT. The Environmental Review Coordinator has reviewed the proposed activity for compliance with the California Enviromental Quality Act (CEQA) and has determined that the activity is not a "Project" as defined under Section 15378 of the State CEQA Guidelines; therefore, pursuant to Section 15060(c)(3 ) of the State CEQA Guidelines the activity is not subject to CEQA. Thus, no environmental review is necessary. SECTION III. EFFECTIVE DATE. This ordinance will take effect and be in force on November 1, 2002. Presented by Approved as to form by Douglas Perry Fire Chief ,-~:~ty Attorney fi-// AN ORDINANCE OF THE CIT A AMEND , ' ;HAPTER 15.38 OF THE CHULA VISTA MUNICIPAL CODE ADOPTING THE URBAN-WILDLAND INTERFACE CODE, 2000 EDITION. THE CITY COUNCIL OF THE CITY OF CHULA VISTA DOES ORDAIN AS FOLLOWS: SECTION I. That a new Chapter 15.38 of the Chula Vista Municipal Code is hereby added to read: Chapter 1538 URBAN-WILDLAND INTERFACE CODE Sections: 15.38.010 Urban-Wildland Interface Code, 20001997 Edition, adopted by reference. 15.38.030 Subsection (a) of Section 104.1 amended to Designate Board of Appeals and Advisors as Board of Appeals. 15.38.010 Urban-Wildland Inter face Code, 1997 2000 Edition, adopted by reference. 3~here is hereby adopted by reference that certain document known and designated as the Urban- Wildland Interface Code, 1997 2000 Edition as copyrighted by the International Fire Code Institute. Said document is hereby adopted as the Urban-Wildland Interface Code of the City of Chula Vista, California for the purpose of prescribing regulations mitigating the hazard to life and property from intrusion of fire ti'om wildland frre exposures, fire exposures from adjacent structures and prevention of structure fires from spreading to wildland fuels, that certain code known as the Urban-Wildland Interface Code, 1997 2000 Edition, are hereby referred to, adopted, and made a part hereof, as though fully set forth herein, excepting such portions as are hereinafter deleted, moditied or amended. 15.38.030 Subsection (a) of Section 104.1 amended to Designate Board of Appeals and Advisors as the Board of Appeals. Subsection (a) of Section 104.1 of the Urban-Wildland Interface Code, and the title precedent thereto, as it applies in Chula Vista, is hereby amended to read as follows: Board of Appeals and Advisors. Section 104.1 General. In order to hear and decide appeals of orders, decisions or determinations made by the building official relative to the application and interpretations of this code, there is hereby established a Board of Appeals and Advisors consisting of seven members who are qualified by experience and training to pass upon matters pertaining to building construction, use and occupancy. The assistant director of planning and building and the fire marshal shall be ex-officio members who shall not be entitled to vote. The assistant director of planning and building shall act as secretary to the Board. The Board of Appeals and Advisors shall be appointed by the mayor and confmmed by the city council. The Board shall render all decisions and findings in writing to the assistant director of planning and building with a duplicate copy to the appellant. Appeals to the Board shall be processed procedures as may be prescribed by the City Attorney of the City of Chula Vista. The decision of the Board is f'mal. The Board of Appeals and Advisors shall recommend to the city council such new legislation deemed necessary to govern construction, use and occupancy of structures, in the City of Chula Vista. SECTION II. ENVIRONMENTAL IMPACT. The Environmental Review Coordinator has reviewed the proposed activity for compliance with the California Environmental Quality Act (CEQA) and has determined that the activity is not a "Project" as def'med under Section 15378 of the State CEQA Guidelines; therefore, pursuant to Section 15060(c)(3) of the State CEQA Guidelines the activity is not subject to CEQA. Thus, no environmental review is necessary. SECTION III. EFFECTIVE DATE. This ordinance will take effect and be in force on November 1,2002. Presented by Approved as to form by Fire Chief ORDINANCE NO. [k~ AN ORDINANCE OF THE CITY COUNCIL OF qt g~"~, ~t x OF CItULA VISTA APPROVING AN AMENDMENT TO TItE CITY OF CHULA VlSTA ZONING MAP ESTABLISHED BY CHAPTER 19, SECTION 19.18.010 OF TIlE CItULA VISTA MUNICIPAL CODE BY REZONING 1.62 ACRES OF LAND IN OTAY RANCH VILLAGE TWO FROM THE PLANNED COMMUNITY (PC) ZONE TO PUBLIC/QUASI-PUBLIC (P- Q) ZONE FOR THE PURPOSE TO CONSTRUCT A FIRE STATION (FIRE STATION NO. 7). 1. RECITALS WHEREAS, the property which is the subject matter of this resolution are identified and described on Exhibit "A" and "B" attached hereto and is commonly known as Fire Station No. 7 site at Otay Ranch, Village Two ("Property"); and, WHEREAS, an application (PCZ-02-04) to rezone 1.62 acres of land in Otay Ranch Village Two was filed with the City of Chula Vista Planning and Building Department on February 14, 2002 by the City of Chula Vista and The Otay Ranch Company ("Applicant"); and, WHEREAS, the application requests to rezone 1.62 acres of land in Otay Ranch Village Two ("Project") and amend the City of Chula Vista Zoning Map to reflect said amendment and is identified hereto as Exhibit "C"; and, WHEREAS, the City of Chula Vista Zoning Map would be amended to reflect the rezoning of a 1.62-acre parcel in Otay Ranch Village Two from the Planned Community (PC) Zone to Poblic/Quasi-Public (P-Q) Zone for the purpose to construct a 12,000 square-foot Fire Station (City of Chula Vista Fire Station No. 7) as a necessary public facility for the Otay Ranch development and the City of Chula Vista; and, WHEREAS, the development of the Property has been the subject matter of a General Development Plan previously approved by the City Council on October 28, 1993, wherein the City Council, adopted the original Otay Ranch General Development Plan Program Environmental Impact Report 90-01 ("EIR 90-01"); and, WHEREAS, the City's Environmental Revicw Coordinator conducted an Initial Study (IS- 02-033) for this application and concluded that, although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because mitigation measures have been incorporated into the proje?t. A Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program, identified as Exhibit "C", attached to Resolution No. were prepared which must be considered by the City Council prior to a decision on the project; and, Ordinance No. Page 2 WHEREAS, the City Council finds that the Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program (IS-02-033) has been prepared in accordance with the requirements of the California Environmental Quality Act (CEQA), and the Environmental Review Procedures of the City of Chula Vista; and, WHEREAS, the City Council finds that the Project environmental impacts will be mitigated by adoption of the Mitigation Measures described in the Mitigated Negative Declaration, and contained in the Mitigation Monitoring and Reporting Program, and that the Mitigation Monitoring and Reporting Program is designed to ensure that during Project implementation, the permittee/Project applicant, and any other responsible parties implement the project components and comply with the mitigation Monitoring Program; and, WHEREAS, the Otay Ranch General Development Plan policies for Fire Protection and Emergency Services Facilities are intended to ensure that the Otay Ranch Village Two area is planned in accordance with the Otay Ranch General Development Plan (GDP), to implement the City of Chula Vista General Plan for eastern Chula Vista, to promote the orderly planning and long- term phased development of the Otay Ranch GDP and to establish conditions which will enable the Project to exist in harmony within the community; and, WHEREAS, the City of Chula Vista Zoning Map was established pursuant to Title 19 of the Chula Vista Municipal Code, specifically Chapter 19.18.010, and is applicable to the Otay Ranch GDP land area; and, WHEREAS, Chapter 19.47 Public/Quasi-Public (P-Q) Zone permits Fire Stations as an approved land use and are applicable to the Otay Ranch Village Two area; and, WHEREAS, the Planning Commission set the time and place for a public hearing on said Project and notice of said hearing, together with its purpose, was given by its publication in a newspaper of general circulation in the City and its mailing to property owners within 500 feet of the exterior boundaries of the Project site at least ten days prior to the hearing; and, WHEREAS, a duly noticed hearing was held at the time and place as advertised, namely 6:00 p.m., August 14, 2002, in the Council Chambers, 276 Fourth Avenue, before the Planning Commission and said hearing was thereafter closed; and, WHEREAS, by a vote of 7-0-0 the Planning Commission approved the project; and, WHEREAS, the City Council set the time and place for a public hearing on said Project and notice of said hearing, together with its purpose, was given by its publication in a newspaper of general circulation in the City and its mailing to property owners within 500 feet of the exterior boundaries of the Project site at least ten days prior to the hearing; and, Ordinance No. Page 3 WHEREAS, a duly noticed public hearing was scheduled before the City Council of the City of Chula Vista on the Project and adopting the Ordinance to approve the amendment of the City of Chula Vista Zoning Map; and, The City Council of the City of Chula Vista does ordain as follows: 11. PLANNING COMMISSION RECORD The proceedings and all evidence introduced before the Planning Commission at their public hearing held on August 14, 2002, and the minutes and resolutions resulting therefrom, are hereby incorporated into the record of this proceeding. These documents, along with any documents submitted to the decision makers, shall comprise the entire record of the proceedings for any California Environmental Quality Act (CEQA) claims. III. ACTION The City Council hereby adopts an Ordinance to amend the City of Chula Vista Zoning Map established by Chapter 19, Section 19.18.010 of the Chula Vista Municipal Code by rezoning 1.62 acres of land in Otay Ranch Village Two from the Planned Community (PC) Zone to Public/Quasi-Public (P-Q) Zone for the purpose to construct a 12,000 square-foot Fire Station (City of Chula Vista Fire Station No. 7) as a necessary public facility for the Otay Ranch development and the City of Chula Vista finding it consistent with the City of Chula Vista General Plan, the Otay Ranch General Development Plan, the City of Chula Vista 1997 Updated Fire Station Master Plan and all other applicable Plans, and that the public necessity, convenience, general welfare and good planning and zoning practice support their approval and implementation. IV. CERTIFICATION OF COMPLIANCE WITH CEQA The City Council does hereby find that the Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program (IS-02-033) has been prepared in accordance with requirements of the California Environmental Quality Act (CEQA), the State CEQA Guidelines and the Environmental Review Procedures of the City of Chula Vista, and hereby adopts the Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program (IS-02-033). V. APPROVAL OF AMENDMENT TO CITY OF CItULA VISTA ZONING MAP The City Council does hereby approve the Project subject to the findings set forth in Section IX listed in Resolution No. and based upon the findings and determinations on the record for this Project. VI. EFFECTIVE DATE Ordinance No. Page 4 This ordinance shall take effect and be in full force on the thirtieth day from and after its adoption Presented by: Approved as to form by: Director of Planning and Building City Attorney COUNCIL AGENDA STATEMENT Item No.: ~ Meeting Date: 9/17/02 ITEM TITLE: Resolution of the City Council of the City of Chula Vista placing the house located at 7 Cresta Way, The Hadley Johnson House, on the City of Chula Vista's list of Historic Sites in accordance with the Municipal Code Section 2.32.070(A). SUBMITTED BY: Director of Planning and Buildin~x.- REVIEWED BY: City Manage~ (4/5ths Vote: Yes No X ) The property owners of 7 Cresta Way have requested that their property be considered for inclusion on Chula Vista's List of Historic Sites. (Attachment 1) The Environmental Review Coordinator has determined that this project is exempt per the California Environmental Quality Act (CEQA), Section 1533, Class 31, Historical Resources Restoration and Rehabilitation. RECOMMENDATION: Staff recommends that the City Council find that the Hadley Johnson House meets the local criteria for designation of a site and therefore should designate 7 Cresta Way as Historic Site //58 on the City of Chula Vista List of Historic Sites. BOARDS/COMMISSIONS RECOMMENDATION: The Resource Conservation Commission considered the designation of the property at their August 19, 2002 meeting and recommends that the City Council designate the Hadley Johnson House, 7 Cresta Way as Historic Site #58 on the City of Chula Vista List of Historic Sites. (Attachment 2) DISCUSSION: 1. Municipal Code Authority In accordance with Section 2.32.070 of the City Of Chula Vista Municipal Code, the RCC shall recommend to the City Council the designation of any site, which it has found to meet the local criteria as a historical site and the Commission shall also recommend if the Historical Site Permit Process should be imposed on the site. Page 2, Item No.: /~ Meeting Date: 9/17/02 The Historical Site Permit Process has provisions to stay the issuance of permits for demolition or modification in order for the RCC to make a recommendation to the City Council about potential actions that could be taken to preserve the site. The RCC elected not to recommend the Historic Site Permit for this site. The City has adopted six criteria that are used to determine if a particular property should be included on the Historic Site List (Attachment 3). A site must be found to meet at least one of the six criteria to be selected for designation. 2. Owner Participation On June 12, 2002 staff received an application for historic designation from the property owners of 7 Cresta Way. (Attachment 4) The owners were present when their house was considered for recommendation by the Resource Conservation Commission. A letter has been sent to the property owner notifying them of the current pending City Council action regarding their property. 3. Past History The Hadley Johnson House was not a part of the 1985 City Of Chula Vista Historic Resources inventory because it was only 36 years old at the time of the inventory (it was built in 1949). However, the owner has provided staff with detailed information on historic aspects of the site. (Attachment 5) The home was built by the original owner, Hadley Johnson. According to the applicants, Mr. Johnson was the president of H.H. Johnson Construction Company and the owner of National Lumber Company of South Bay. The land on which this house is situated was originally owned by Hazel Goes Cook, who owned hundreds of acres of land in Chnla Vista and served as president of the M.O.D. packing house for years. Mrs. Cook also owned 62 Cook Court, Historic Site Number 20. 4. Architectural Style This house is an example of a Cape Cod Colonial Revival Home. According to "Old House Chronicle Magazine" this house style was revived in the 20'h century as a reproduction of 17~" Century New England style homes. These types of homes expressed a renewed interest of America's colonial past. Features of Cape Cod Colonial Revival Architecture are: Boxy Base · Steeply Pitched Roofs · Massive chimneys · Symmetrical design · Clapboard and brick exterior · Shutters Page 3, Item No.: /~f Meeting Date: 9/17/02 5. Features of the site According to the owner's application this large, two story Cape Cod style house was built in 1949. It is representative of the beginning of the post-war fantasy construction period that took place in the late 1940's in Chula Vista. The house has three steeply pitched, side gabled roofs. The largest roof has three dormer windows; the slope of the roof flattens at the bottom, creating a curved appearance. The first floor front center exterior has a stone facade and a wide porch with plain supports under the main roofline. A small section of the front facade is of wooden clapboard painted white with the rest of the first floor facade sheathed with cedar shingles. The original windows of the house are all multi-paned. Most of the windows are double hung; the dormers and kitchen are multi-parted casement windows, and in the rear and side of the house are six pairs of multi-parted French doors. (Attachment 6) 6. Conclusion This relatively unique style home contributes to Chula Vista's diverse housing inventory. From all available research the house appears to retain evidence of the original features, criteria #4, and has distinguishing architectural character, criteria #6. Therefore, Staff recommends that 7 Cresta Way be designated as Historic Site #58 on the Chula Vista List of Historic Sites. FISCAL IMPACT: There is no fiscal impact associated with the inclusion of 7 Cresta Way, the Hadley Johnson House, on the Chula Vista's List of Historic Sites. Attachments: 1.) Locator Map 2.) Resource Conservation Cmmnission minutes/August 19, 2002 3.) Local Historic Criteria 4.) Owner's application for historic designation 5.) Details of the Property 6.) Photos J:\Plamfing\Lynnette\historic designation\7 Cresta Way designation Agenda Statement2,doc CHULA VISTA PLANNING AND BUILDING DEPARTMENT LOCATOR PROJE~ PROJEC'r DESCR~PT~O.: A~PLICANT: THE HADLEY JOHNSON HOUSE PROJECT ADDRESS: 7 CRESTA WAY sc~-E: IF,LE.UMS=R: HISTORIC SITE DESIGNATION " NORTH NO Scale f~-~ j:\home\planning\cherrylc\locators\7crstawy, cdr 07.25.02 - / RCC Minutes -3- ~...~..~ August 19, 2002 Ms. Maria Muett (Associate Planner) reC~orted that the pr~'ject is at 995 Bay Boulevard on a 1.95-acre unoccupied site.~The proposed prbje~ will consist of a 3i,781 sq. ft. single-story concrete/t~t~ build, for warehouse a'hd-~minis~ office uses. Existing on- and off~si~ drain"a~e fad,¢ties are not adequate tb'-seCve the proposed project; therefore, d~~ll ~ necessary. Short-term air quality mitigation measures vCould be ir~ffe~'""g~n~n. According to a preliminary geotechnical study~cal c"ot=K~ons on th/e' site. The proposed project wouldk~~ aesthetic impacts-'-o~creCte additional light spillage onto I-5 or'a~cent properties.-T-t:te.~proposed project would not hav,e operations involving ha~edals at this tir~n area of stained soil (10 x 12 ) was reported and removed by a licensed hazardo~..~_aste hauler· This action rendered the soil c~ le/~et~f less than signifiS'~e; thus, no mitigation measures are required. --w ~ / / MSUC (Bull/Diaz) to approv Vote: (7-0')--...~ 3. Historic Desig House Ms. Tessitore-Lopez stated th~ property be considered for designation on house was featured on the Chula Vista At that time, the Chula Vista Woman's ~is is the name the owners would like the ho~ of French Colonial architecture somewhat ~lication, the owners have laboriousl, house to its original status· Staff Recommendati ,ria #4, distinctive architecture and Criteria #6, retains integrity of recommends this house for inclusion as Historic Site #59. staff does not o,,bjec.~o the appl,cants' request that the ho,~c~,.c~u~ ~as Southb'r~eauty. CT~missioner Bull state ~is houshs~:~ngs up/~ dilemma in his mind. This is a (go geous house, but it is not 't~ old. In'~d_.~ to be eligible for the National Register, it.}.has.~9~be at least 50 yeai's~old. He did hot argue against the architectural value of?he hous~9.' thought the R~CC needed to take into consideration the results/Cf the historic core.tee that is g'~ing to be appointed to provide context for the Cit~.~hat the RCC can~ake the.' e/ architectural assessments. His tendency was to wait"oc~is house untiyhere is a more historic context foundation for the City. ~/ · Bensoussan s-'t'ated that is really important here because of this I: ~eighborhood. it is, she would tend to go ahead and site them. find it disturbing, of the integrity of the house, that the brick had been I: ,hite and vin had been installed· If the RCC were talking about giving it a act, she would have a problem. RCC Minutes - 4- August 19, 2002 based ct that it does MSUC (JasekJReid) that the house be i '~o u~.L~ architecturally lend a lot to the ar nd ~ity. Vote: (7-0) ~ 4. Historic Designation - 616 Del Sr. House) Commissioner Bensoussan 'ecused 'self this ~. Ms. Tessitore-Lopez stated that owners have rec that their property be considered for inclusion on Chula List of Historic this house was the home of the first Mayor of Chula Vista Smith Sr.). The )f Craftsman- style architecture. This craftsman style ap~to retain many original features. Staff Recommendation: That the ~clusion on the Chula Vista List of Historic Sites a: Site significant architecture; Criteria #6, retains of design and and Criteria #2, relates to historic personage. MSC (Bull/Reid) to staffs' Vote: with Bensoussan abstaining. Ms. Marcia Salvestrini (~)~lh~r, Vista, CA 91910) requested that it be desighated ~s, the Edwin Smith Sr. house Ms~ t~wners have r~q,uested that their house be ~~e of the"-er~nal Woman s Clubhouse, which is now ~'n °~2d8 ~-~s tstYill[ rea rjnh~ t~ sCt Uo ;~ h eh °c[usbeh oWu saeS existin~e t~ch as the ~,~e. S~: Tha..,t~is bu,ildi,ng\is significant as the former clubhouse of the Chula'~t~ Woman's Clu'bt and shoLId be recommended for designation as Historic Site #61"baSed on Criteria #3, an important site; Criteria #4, distinguishing ; and Criter~ains integr ¢. Mr. :lsen (Owner, 382/384 Mar Avenue, Chula Vista, CA 97910) described: the unique original f of the house that still exist. MSC (Bull/Diaz) to a~e recommendation. Vote: (6-0-1-0) with Ch~vez abstaining. MS. Tessitore-Lopez stated that the o~er~'~t~ste-"d--~t her home be/ considered for inclusion. The pr~~tion on thee that sh/~'_ obtained from oral tradition thr~~s the thir-d'-owner~of this property and was told by the g/'-a~dson of the odgin~ner that the home was built in 1886, which would make it oi~fe~of the oldest home-'~n~Chula Vista. The house sits upon land that was ~/of Rancho de la Nacion."ft-.~believed that the house belonged to one of the foreman., ev~is cannot be veriffe~Earliest records show that Ada Monroe--. his house/nas two types of Spanish Colonial architectur~fl~t~ roof type a-'l-~atrnnff~nroof ~pe. This house has a full basement, which is typical in the Sou~M3.~ Staff Recommendation: That the nclusion on Chula Vista's List of Historic Sites Criteria #4, distinguishing architecture; relationship to Chula Vista's heritage. Commissioner Bull did not kn in 1886 had full basements. That question 2e some foundation for that before it is adver _~ when the property changed hands, but set a bad precedent if it went Commissioner on hearsay. She would not call it an 1886 house without le was really perplexed on it because the house is old and the owner wants to restore it and wants Ligia Brannen I35 CA 91910) described details inside talked about an encounter the gra. gBd¢_9.~ of the original not know his name or address, only thane lived i~on Ms. Po~c~.~gi stated that the'~CC might to recommend to the property owner that she reta'~ed histor~n who cc do more research. I~150 (Bull/Bensous"sa~th~it the RC does not recommend designation at however, the 'R'CC would e the owner to compile additional and bring the hou back if they, in fact, find out that there is evidence of its interest. Vote: (5-2-0-0) with Thomas and Diaz oPl RCC Minutes - 6 - r.-. August 19, 2002 Commissioner Bensoussan stated that si would be h give Ms. Brannen names of people who could help her. Ms. G offered her h6~....well. 7. Historic Designation - 692 Seco S. Eustis House) Ms. Tessitore-Lopez reported the Jested that their property be considered for ;ion on ~List of Sites. S. Eustis was an important man for over 50 however, in the house until his retirement ~at held in Washington D.C. This is a craftsman house that has from its design. It retains few of the distinguishing features of C Craftsman 'he detached garage has been converted to livinc Staff Recommendation: Staff is uncle~ ether this meets criteria for designation and requests that RCC make as to whether the house should be Staff on this request for designation. Vice-Chair Reid stated that s site ,signation the Historic Resources Inventory in 1985 but it He cou not remember why. . those re( ~. S ! thought the house was contributing to a vet it neighbor ~ood. This is a bi with an old house that is intact. It has inch ~re old that dates to when the house was built. S very house for its historic context, and it the person who lived there, of things like the sc in the because of it being a craftsman on a big lot on a very important of C recommend on. Vote: (7-0) 8. Designation - 7 on House) Tessito~ez stated that homeowneCs request that their property be consider,ed' for inc-f"dsiot~. This is a Ca ~.(~od Colonial Revival home. The owner has provide/d staff with deta~Ted~nformation ~ historic aspects of this site. The home was butlt~1949 by Hadley _J'~nson. Acc rding to the applicants, Mr. Johnson was president oPN-H_< Johnson Cor~struction ~ on,party and owner of National Lumber Company of South-8....ay. This hCuse quali ;s under Criteria #4, retains evidence of inal features and Cr~ distinguis architectural character. .~nsoussan/Reid) to recomn designation. Vote: (7-0) Vice-Chair Reid the meeting at 8:30 p.m. / CRITERIA FOR LISTING: · BEARS A RELATIONSHIP TO OVERALL HERITAGE ON A LOCAL, STATE, ORNATIONAL BASIS. THIS MISSION OF SAN DIEGO, FOR EX_&MPLE, IS LOC.&L BUT IS ALSO PART OF A STATEW'IDE SYSTEM TEL,~T IS RECOGNIZED NATIONALLY. · RELATES TO A HISTORIC PERSONAGE WHO PLAYED AN IlvfPORTANT ROLE HISTORICALLY, ON A LOCAL, STATE, OR NATIONAL BASIS. HOWEVER, THE iNDIVIDUAL NEED NOT BE KNOWN NATION,Z~LLY, AS LONG AS IT WAS SOMEONE WHO MADE A SIGNIFICANT CONTRIBUTION ON A LOCAL BASIS. IDEALLY, THIS INCLUDES A SITE WHERE THE ENrDIVIDUAL LIVED OR WHERE A NOTEWORTHY HISTORICAL CONTRIBUTION OR ACHEIVEMENT TOOK PLACE. · .~&AY BE A SITE WHERE .~N IMPORTANT EVENT TOOK PLACE. THIS WOULD BE .-UN EVENT SYMBOLIC OF A Pt-La. SE OF HISTORY THAT COULD REACH THE NATIONAL LEVEL. THE SITE OF THE SIGNING OF A HISTORIC DOCUMENT. FOR E_sL~.MPLE. WILL SATISFY THIS CRITERION. · THE SITE SHOULD HAVE DISTINGUISHING ARCHITECTURAL CHAtLACTERISTICS TH_AT ARE IDENTIFIABLE. THIS INCLUDES STRUCTURES OF A PARTICUL.ZO- ARCHITECTURAL STYLE RECOGNIZABLE TODAY. · THE SITE MAY BE ARCHAEOLOGICALLY SIGNIFICANT 1N ITS ASSOCIATION WITH PRE-HISTORY OF THE .aaREA. A SITE DEMONSTRATING EXISTENCE OF .AN ANCIENT COMMU_.~ITY (INDLANS INDIGENOUS TO THE .AREA, FOR EXAMPLE) COULD SATISFY THIS CRITERION. · I-LAS INTEGRITY. THIS IS XkSIERE THE SITE CONTINUES TO HAVE EVIDENCE OF THE ORIGINAL FEATURES. ENOUGH OF THE ORIGINAL STRUCTURE OR THE SITE IS iNTACT TO BE DISTIN'GUISI-LABLE AS HAVING HISTORICAL VALUE. ,.~.~I~/~ CITY OF CHULA VISTA ~ PLANNING & BUILDING DEPARTMENT on, oF 276 Fourth Avenue Historic Designation CHUI~ VISTA Chula Vista CA 91910 APPLICATION FORM Applicant/Owner Name: ~Jl C.~* Applicant/OwnerAddress: -~ C¢4¢$'CA ~0/~,-¥ ¢ CHMcA * ,; - Sec°ndaw Owner Name: ~¢tCFO¢ ~A~9¢% ~ c-,:. -. Phone: ~I 0/~ L&,' 3 'ZgZ, OWNER APPROVAL IS REQUIRED SIGNATU~: Y~4 .~ V SIGNAl: DATE:_, ~/7 '/~ O DATE: Common name: Historic name: ¢4ADC~y ~gN~O~ ¢~¢~ Year Built:.. I ~ ~ Approximate Properly size (in feet) or approximate acreage. . ~ i AC ~ ~nership is: Private ~ or PuNic Present Use: ~t~6~¢ ¢A¢, ~y Original Use: ~l 4b~¢ CA.~I by Assessor's Parcel Number (Required): ~ 70'~ i R ~ - O i Zone: mSTOPaC/LANDmARK INFORIVEATION Use the reverse side of this form or a separate piece of paper may be attached for questions 1-3. 1. Please describe, in detail, historical aspects of the site or structure as well as any other significant factors which may determine the property as a historic site/landmark (i.e. special aesthetics; cultural, architectural, or engineering factors; and any dates, events, or persons associated with the site or structure). See attached established criteria for designation. [.~-~ ArTTA/M¢!?) 2.Has the site or structure been altered in any way from its erg nal design? iq~vo Yes 3. Briefly describe the present physical condition of the property include a rating o~f P~oor, fair, good, or excellent. Historic Designation Application 7 Cresta Way Chula Vista, CA 91910 1. Please describe, in detail, historical aspects of the site or structure as well as any other significant factors that may determine the property as a historic site/landmark (i.e. special aesthetics; cultural, architectural, or engineering factors; and any dates, events, or persons associated with the site or structure). Legal: CV Hilltop Manor, Lot 4, MAP 2415 This large, two story Cape Cod style house was built in 1949, at the end of the Colonial Revival Era that was popular in the New England states. It represents the beginning of a post-war fantasy construction period that took place in the late 1940's in Chu[a Vista. The originaI homeowner and builder, Hadley Johnson, was the president of ri. H. Johnson Construction Company and the owner of National Lumber Company of South Bay. The land originally belonged to Hazel Cook. The house features three steeply' pitched, side gabled roofs. The largest (center) roof has three dormer windows; the slop e of the roof flattens at. the bottom,, creating a curved appearance. A .l°ng cross-ga:_bled roof turns the garage entrance to face the Hilltop side of the property. The free-form architectural style of the house aims for the effect of a complex shape dominated'by a ubiquitous surface (cedar shingle roofing). The first floor front center exterior has a stone fa%de and a wide porch with plain supports under the main roofline. A small section of the front fa,cade is of wooden clapboard painted white (matchingthe white wooden clapboard on all second sro .ry ~bles); the rest of the first floor facade is sheathed with cedar shingles. The original windows of the house are all multi-paned. Most of the windows are double hung; the dormers and kitcnen feature multi-parted casement windows; in the rear and sides of the home are six pairs of multi- parted French doors. Five first floor windows have their original wooden shutters. The second owners of the home, Dr. Dean and Avery Echols, bought the property in the late 1960's. Dr. Echols was the Chief of Staff of Sharp Community Hospital in Chhla Vista. After an electrical fire in 1980, the Echols extended the length of the garage to include a cabana, and endosed the screened porch to create a sun porch. The Echols hosted the annual American Cancer Society Wine and Roses dinner at the house. The Hadley Johnson house has brought both local and international fi~n crews to the city of Chula Vista. The home was featured in a Univision (Mexico) commercial, a DirectTV commercial, a Mutual of Omaha Insurance advertisement, and an episode of The Chronicle television series. Stu Segall Productions of San Diego hired the city of Chula Vista for traffic control during taping; several homes-in the neighborhood were also featured in sor~e television productions; and the Lutheran church on Hilltop Drive leased their parking lot to film crews for a taping at 7 Cresta Way. 2. Has the site or structure been altered in any way from its original design? x Yes No (If yes, explain) 1978 - addition of screened sun porch 1980 - electrical fire upstairs bathroom (repair valuation $5500.00) 1980 - reconstruction of garage, addition of cabana and loft. 1980 - addition of pool and spa 1998 - painted cedar shingles brown (preservation mistake) 3. Briefly describe the present physical condition of the property. Include a rating of poor, fair, good or excellent. The present physical condition is good. The shake shingle roof will need to be replaced soon, but the house ' structure, landscape and architectural details are all in good condition. Hadley Johnson House 7 Cresta Way Chula Vista, CA 91910 Homeowners: Jill and Victor Galvez 619/426-3256 Front View of Home (from Cresta Way) Back View of Home (fTom Peppertree Road) -f -/~ RESOLUTION NO. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA PLACING THE HOUSE LOCATED AT 7 CRESTA WAY, THE HADLEY JOHNSON HOUSE, ON THE CITY OF CHULA VISTA'S LIST OF HISTORIC SITES IN ACCORDANCE WITH MUNICIPAL CODE SECTION 232.070(A). WHEREAS, the Hadley Johnson House is a Cape Cod Colonial Revival style house located at 7 Cresta Way in the City of Chula Vista (APN 570-192-01-00) constructed in 1949; and WHEREAS, staff received communication rrom the property owners, Victor and Jill Galvez, requesting that the Hadley Johnson House be desigoated as a historical site on the City ofChula Vista List of Historic Sites; and WHEREAS, State of California Historic Eligibility Criteria requires that a site be found sigoificant at a local, state, or national level, under one or more of the criteria for desigoation; and WHEREAS, the Resource Conservation Commission determined that the Hadley Johnson House meets two of the local criteria for desigoation because it continues to exhibit distinguishing architectural characteristics (Criterion 4) and the physical integrity of the original features of the house sufficiently conveys its historical value (Criterion 6); and WHEREAS, the Resource Conservation Commission at their regular meeting on August 19, 2002 voted 7-0-0-0 to recommend that the City Council place the Hadley Johnson House on the City of Chula Vista List of Historic Sites; and WHEREAS, the Environmental Review Coordinator has determined that this project is exempt per the California Environmental Quality Act (CEQA), Section 15331, Class 31, Historical Resources Restoration and Rehabilitation. NOW, THEREFORE, BE IT RESOLVED that the City Council adopts the Resource Conservation Commission and city staff s findings on the proposed historic desigoation and does hereby approve of placing the Hadley Johnson House, 7 Cresta Way, on the City of Chula Vista List of Historic Sites. Presented by: Approved as to form by: I::L- 7. ~ .,.,..... Robert A. Leiter Director of Planning & Building John M. Kaheny City Attorney L/ -/3 COUNCIL AGENDA STATEMENT Item No.: ~ Meeting Date: 9/17/02 ITEM TITLE: Resolution of the City Council of the City of Chula Vista designating the house at 415 Hilltop Drive as a historic site and placing that site on the City of Chula Vista's List of historic sites as Southern Beauty in accordance with the Municipal Code Section 2.32.070(A). SUBMITTED BY: Director of Planning and Buildin~[~/ REVIEWED BY: City Manager~~ (4/5ths Vote: Yes No X ) The property owners of 415 Hilltop Drive have requested that their property be considered for inclusion on Chula Vista's List of Historic Sites. (Attachment 1) The Environmental Review Coordinator has determined that this project is exempt per the California Environmental Quality Act (CEQA), Section 1533, Class 31, Historical Resources Restoration and Rehabilitation. RECOMMENDATION: Staff recommends that the City Council find that 415 Hilltop Drive meets the local criteria for designation of a site and therefore should designate it as Southern Beauty, Historic Site #59 on the City of Chula Vista List of Historic Sites. BOARDS/COMMISSIONS RECOMMENDATION: The Resource Conservation Commission considered the designation 415 Hilltop Drive at their August 19, 2002 meeting and recommends that the City Council designate the site as Southern Beauty, Historic Site #59 on the City of Chula Vista List of Historic Sites. (Attachment 2) DISCUSSION: 1. Municipal Code Authority In accordance with Section 2.32.070 of the City Of Chula Vista Municipal Code, the RCC shall recommend to the City Council the designation of any site, which it has found to meet the local criteria as a historical site and the Commission shall also recommend if the Historical Site Permit Process should be imposed on the site. Page 2, Item No.: ~ Meeting Date: 9/17/02 The Historical Site Permit Process has provisions to stay the issuance of permits for demolition or modification in order for the RCC to make a recommendation to the City Council about potential actions that could be taken to preserve the site. The RCC elected not to recommend the Historic Site Permit for this site. The City has adopted six criteria that are used to determine if a particular property should be included on the Historic Site List (Attachment 3). A site must be found to meet at least one of the six criteria to be selected for designation. 2. Owner Participation In October 2001, staff received an application for historic designation from the property owners of 415 Hilltop Drive. (Attachment 4) The owners were present when their house was considered for recommendation by the Resource Conservation Commission. A letter has been sent to the property owner notifying them of the current pending City Council action regarding their property. 3. Past History The Atherton home, 415 Hilltop Drive, was not a part of the 1985 City Of Chula Vista Historic Resources inventory because it was only 35 years old at the time of the inventory (it was built in 1950). As a result the home was not considered for inclusion on the Chula Vista List of Historic Sites at that time. Although this house was not inventoried in 1985 the current owners have provided staff with a great deal of information on the history of the home. This house was featured on the Chula Vista Home and Garden Tour presented by the Chula Vista Woman's Club on May 11, 1968. At that time the house was dubbed "Southern Beauty". (Attachment 5) 4. Architectural Style The house is a French Colonial style home. French influenced architecture flourished in New Orleans in the early to late 1800's. Only a relatively small number of French influenced buildings remain in the United States. French Colonial Houses are of two basic types: Urban Tradition and Rural Tradition. Urban Tradition variations typically lack porches and most often have side-gabled roofs, whereas the rural tradition variation typically have extensive porches and steeply pitched hipped roofs. Common features include: Many narrow doors and/or windows · Walls of stucco over a half timbered frame · Paired French Doors · Exterior board shutters Page 3, Item No.: ~ Meeting Date: 9/17/02 5. Features of the site This house is a large two story French Colonial house that is most like those of the Rural Tradition. It is one of few, if not the only one of its type in Chula Vista. It is a home of distinctive architectural style and remains in generally the same character as when it was built in 1950. It is a predominately brick structure with extensive decorative wrought iron ornamentation. According to their application, the owners have laboriously tried to repair and restore this unique house to its original splendor. According to the application the original windows were in disrepair and since windows of the original style were not easily accessible they have been replaced with dual glass, argon filled, E squared vinyl windows. The owners did have the new windows custom made to match all the existing windows, including exact pane size. The owners tried to ensure that the replacement windows are virtually undetectable to those who pass by. (Attachment 6) 6. Conclusion This unique style home contributes to Chula Vista's diverse housing inventory. Though it was not included in the 1985 Historic Inventory Survey, all available information shows that it is a home of distinctive architectural style and the house remains in generally the same character as it was built in 1950. Therefore, based on criteria #4, distinctive architecture and criteria #6, retains integrity of design and materials, staff recommends that the City Council find that 415 Hilltop Drive meets the local criteria for designation of a site and designate the house as Southern Beauty, Historic Site #59 on the Chula Vista List of Historic Sites. Further the RCC does not object to the applicant's request that the house be recommended for designation as "Southern Beauty" the name given to the house by the Chula Vista Woman's Club in 1968. FISCAL IMPACT: There is no fiscal impact associated with the inclusion of 415 Hilltop Drive on the Chula Vista's List of Historic Sites. Attachments: 1.) Locator Map 2.) Resource Conservation Commission minutes/August 19, 2002 3.) Local Historic Criteria 4.) Owner's application for historic designation 5.) Details of the Property 6.) Photos J:\Planning\Lynnette\historic desig~mtion\415 Hilltop designation Agenda Statement2.doc PROPOSED HISTORIC ION CHULA VISTA PLANNING AND BUILDING DEPARTMENT · LOCATOR PROJEC~ PROJECT OESCR,~nO.: APPLICANt: THE ATHERTON HOUSE PROJECT ADDRESS: 415 HILLTOP DRIVE sC~-E: ~,LENUMBER: HISTORIC SITE DESIGNATION " NORTH NO Scale j:\home\planning\cherrylc\locators\415hilitopdr, cdr 07~26.02 RCC Minutes - 3 - ~.......~-.~ Auqust 19, 2002 , Ms. Maria Muett (Associate Planner) relo epr~erted that th ct is at 995 Bay Boulevard on a 1.95-acre unoccupied site.~.The proposed prbje.~ will consist of a 31,781 sq. ft. single-stow concrete/t41t'-q~ bu~'Idickg, for warehouse, ahd.a~minis~atA/g.~ office uses. Existing on- and off-si~ drain"a~e facilities are .not adequate t_.~e the proposed project; therefore, drainage imC'ovem~ ~zC..necessary. Short-term air quality mitigation measures ~~n. A'ccording to a/ preliminary geotechnical study~ica~ons on th..¢ site. The proposed project wouldkqot result in significa¢ aesthetic impacts~e additional light spillage onto I-5 or'ad.~cent properties.'"The<..proposed project would not hav,e operations involving hazardo~-~/materials at this ti~he...~n area of stained soil (10 x 12') was reported and re~'censed hazardo-'~-s..~_aste hauler. This action rendered the soil contaminatio"mtq.~a le/~..9.f less than signific'6ar~,e; thus, no mitigation measures are require(::L "'--/ ~ / / MSUC (Bull/Diaz) to apl Vote: (7-0')-....../ 3. Historic Designation -415 Hill~ Drive House' Ms. Tessitore-Lopez stated th~ the tested that property be considered for designation on )ric Sites house was featured on the Chula Vista and 68. At that time, the Chula Vista Woman's Club ~is is the name the owners would like the hor as.TI ~ouse of French Colonial architecture somewhat Rural Trad According to ~eir application, the owners have laboriousl tried to and uniqL house to its original status. Staff Recomn Based on ~ria #4, distinctive architecture and Criteria #6, retains integrity sign and materi~ 9nds this house for inclusion as Historic Site staff does not to the applicants' request that the house ~ended nation as leauty". Bull stated Ihis dilemma in his mind. This is a eous house, but it is old. to be eligible for the National it be at Feast 50 old. He did r~ot argue against the architectural value thought the needed to take into consideration the results the historic, ittee that ,lng to be appointed to provide context for the that the RCC architectural assessments. His tendency was to ~this house there is a more historic context foundation for the City. ;sioner Bensoussan that is really important here because of this I ~eighborhood. Because, is, she would tend to go ahead and site them. find it disturbing, erms of the integrity of the house, that the brick had been ~ ,hite and vin'windows had been installed. If the RCC were talking about giving it a )ct, she would have a problem. RCC Minutes -4 - August 19, 2002 · .~ MSUC (Jasek/Reid) that the house be based on ct that it does architecturally lend a ',ct to the a~ nd Vote: (7-0) ~ 4. Historic Designation - 616 Del Sr. House) Commissioner Bensoussan ?ecused 'self this ~. Ms. Tessitore-Lopez stated that th~wners have that their property be considered for inclusion on Chula Vista%List of Historic ,.~is house was the home of the first Mayor of Chula Vista (E~win Smith Sr.). The ~ous~-i.s..9.f Craftsman- style architecture· This craftsman style hbusg..ap~to retain many ( r'-its~original Staff Recommendation: That the ~40~lusion~ ~(se on the ~oric Sites a~Historic Site #60 bas'~ "q-0. C~'ia # ', ¢~gnificant architecture; Criteria #6, retains/fntegrity of design and late'de and Criteria #2, relates to historic personage. / / MSC (Bull/Reid) to movq staffs" Vote: with Bensoussan abstaining. ~ Ms. Marcia Salvestrini (¢)~r, Vista, CA 91910) · requested that it be desig/nated ~s. the Edwin Smith Sr. house Commissioner Be~s///~an~ ~ ?urned to~. 5. Historic Designation- 382/384 De~enue (Old Clubhouse Building) Ms~ t~wners have r~q,uested that their house be ~~L~r~ of the~nal WoF~an s Clubhouse, which is now /located on"G" Street~This 'r~wood bu-'ng~°~-stYilerarchitecturehh°UsewaShere~reStll emnantsoft ec/ubhcUSe / S~ That~is building\is significant as the former clubhouse of / t~~Woma, n's c_l~l~ an~ shou~ld be recommended for designation as ~L~ ~n6~l ~[~as ~¢n~;9;r~ po rt a n t site; Criteria #4, distinguishing Mr. John~sen (Owner, 382/384 I ~1 Mar Avenue, Chula Vista, CA 91910) described s~m~que---- - --~ original f,. itures of the house that still exist. ' ; MSC (Bull/Diaz) to a~.~.. ' recommendation. Vote: (6-0-1-0) with Ch~vez abstaining. RCC Minutes - 5 - Au(lust 19, 2002 CommSssioner Ch~vez returned to meeting 6. Historic Designation - 435 "E" .~ Ms. Tessitore-Lopez stated the !~ ~,m.a,~ considered for inclusion. The perty obtained from oral tradition hout the City this property and was told by that the home was built in 1886, which would make it the oldest Chula Vista. The house sits upon land that was once par~ Rancho de la believed that the house belonged to one of the forem :his cannot be Earliest records show that Ada Monroe took title to )12. This house two types of Spanish Colonial architectur roof type fiat roof De. This house has a full basement, which is typical Staff Recommendation: That the recommend this hou nclusion on Chula Vista's List of Historic Sites Hi~ Site #62 for Criteria #-4, distinguishing architecture; Cdt#6, i and Criteria relationship to Chula Vista's heritage. Commissioner Bull did not kr in 1886 had full basements. That questiom and ti some foundation for that before it is adver first reco~ title was in 19' when the property changed hands, but le house. Th, would set a bad precedent if it went; Commissioner Ben: on hearsay. She would not call it an 1886 house without more inforrr ~e was really perplexed on it because the house is old and inlg, and she the owner wants to restore it and wants Ligia Brannen --~ Vista, CA 91910) described details inside and"ou~side talked about an encounter the gran~Ed,s_p~_of the original ow't~-%r, but she not know his name or address, 0 nly thane li.ved ~t°_n_S_tate'k Ms. Pohs.e~gi stated that the"E%CC might kant to recommend to the property owner that she reta~~ed histor? who could do more research. MSC.(Bull/.Bensous~th~t the RCC/does not recommend designation at tYfis~owever, the 'R'CC would/drge the owner to compile additional hist )rib-m: bion and brin_§ the house back if they, in fact, find out that there is d )cum~ evidence of its hist~'ric interest. Vote: (5-2-0-0) with Thomas and Diaz, J RCC Minutes - 6 - August 19, 2002 Commissioner Bensoussan stated that would be happy give Ms. Brannen names of people who could help her. Ms. vez offered her ~s well. 7. Historic Designation - 692 S. Eustis House) Ms. Tessitore-Lopez reported the that their property be considered for ;ion on ,List of Sites. S. Eustis was an ' man for over 50 however, in the house until his retirement lat held in Washington D.C. This is a craftsman house that has from its design. It retains few of the distinguishing features of C Craftsman 'he detached garage has been converted to living, Staff Recommendation: Staff is uncle; ether this meets criteria for designation and requests RCC make a as to whether the house should be on this request for designation. Vice-Chair Reid stated that s site nation the Historic Resources Inventory in 1985 it He coul not remember why. Commissioner Bensoussa those s. S thought the house was contributing to qt neighbo ~ood. This is a big an old house that is intact. It has ;~re old that dates to when the house was built, very much house for its historic context, and it qualifi the person who lived there, of things like the solar water in the because of it being a craftsman on a big lot on 3hula MSt ussan/D . recommend on. Vote: (7-0) 8. Designation - ley ) Tessit~ stated that homeowners request that their property be consider This is a Cz Colonial Revival home. The owner has staff with information historic aspects of this site. The home was 1949 lnson, rding to the applicants, Mr. Johnson was president o-f'14.U< Johnson and owner of National Lumber ~ Company of Soufllq~y. This h under Criteria #4, retains evidence of '~g~al features and Cn'iter~ distinguis ng architectural character. M~an/Reid) to recomr qd designation. Vote: (7-0) Vice-Chair Reid l~g at 8:30 p.m. CRITERIA FOR LISTiNG: · BEARS A RELATIONSHIP TO OVERALL HERITAGE ON A LOCAL, STATE, OR NATIONAL BASIS. THIS MISSION OF SAN DIEGO, FOR EXAMPLE, IS LOCAL BUT IS ALSO PART OF A STATEWIDE SYSTEM THAT IS RECOGNIZED NATIONALLY. RELATES TO A HISTORIC PERSONAGE WHO PLAYED AN IMPORTANT ROLE HISTORICALLY, ON A LOCAL, STATE, OR NATIONAL BASIS. HOWEVER, THE INDIVIDUAL NEED NOT BE KNOWN NATIONALLY, AS LONG AS IT WAS SOMEONE WHO MADE A SIGNIFICANT CONTRIBUTION ON A LOCAL BASIS. IDEALLY, THIS INCLUDES A SITE WHERE THE INDIVIDUAL LIVED OR WHERE A NOTEWORTHY HISTORICAL CONTRIBUTION OR ACHEIVEMENT TOOK PLACE. · MAY BE A SITE WHERE AN IMPORTANT EVENT TOOK PLACE. THIS WOULD BE AN EVENT SYMBOLIC OF A PHASE OF HISTORY THAT COULD REACH THE NATIONAL LEVEL. THE SITE OF THE SIGNING OF A HISTORIC DOCUMENT, FOR EXAMPLE, WILL SATISFY THIS CRITERION. · THE SITE SHOULD HAVE DISTINGUISHiNG ARCHITECTURAL CHARACTERISTICS THAT ARE IDENTIFIABLE. THIS INCLUDES STRUCTURES OF A PARTICULAR ARCHITECTURAL STYLE RECOGNIZABLE TODAY. · THE SITE MAY BE ARCHAEOLOGICALLY SIGNIFICANT IN ITS ASSOCIATION WITH PRE-HISTORY OF THE AREA. A SITE DEMONSTRATING EXISTENCE OF AN ANCIENT COMMUNITY (INDIANS INDIGENOUS TO THE AREA, FOR EXAMPLE) COULD SATISFY THIS CRITERION. · HAS INTEGRITY. THIS IS WHERE THE SITE CONTINUES TO HAVE EVIDENCE OF THE ORIGINAL FEATURES. ENOUGH OF THE ORIGINAL STRUCTURE OR THE SITE IS INTACT TO BE DISTINGUISHABLE AS HAVING HISTORICAL VALUE. ...x\ItO c r¥ cnu A VlS,A ~ PLANNING & BUILDING DEPARTMENT ~ o~ 276 Fourth .Avenue Historic Designation CHUIAVLq'[A Chula Vista. CA 91910 APPLICATION FORM APPLICANT/OWNER INFORMATION ApplJcanUOwnerName: /~/)v'/a /~,. ~L/-~,~'C~'..-&~. Case#: Applicant/Owner Address: Z./ l ~- j~, / / /-o ~ ,~,,e. ~Vel C VD C,O 91 qJODate Submitted: Phone: ('~,[c[ / z-/,2,(.a- I1[.¢,t-1/ Secondary Owner Name: .F)QdL~CT/~/F~/'/-L'F '7~-. ~49./~Z,~,.4 J Owner Address: ~ Phone: owner . PROYA . NAME: ~,'¢¢'/~ /~ ~",/~¢,'f--,C,,/x',~ NAME: ~TTr-x.,'t~ SIGNATURE: SIGNATURE: DATE: /O/.B/O/ ]3ATE: /O/ PROPRRT¥ INFORMATION Property Address: ,z.//~-- ,/-/1'// /dP/z~ /'~/t/d'_., ~1/ ~ ~/~//..3 Common name: q~'lg ta~.~ ,~P->~_ Historic name: Year Built: / qffO Approximate Property size (in feet) or approximate acreage ~'~ Ownership is: Private "Z or Public (". Present Use: ,~77_.~4xZ-x~, ~.~ ~--7~-cC Original Use: Archtectural Style: AJt'~.~ (9/t12~.~o '~o-~r_~ ~cw.4.P_Ax. Assessor's Parcel Number (Required): fi'7"/- O/o - O2-OOZone: ,~ / HISTORIC/LANDMARK INFORMATION Use the reverse side of this form or a separate piece of paper may be attached for questions 1-3. 1. Please describe, in detail, historical aspects of the site or structure as well as any other significant factors which may determine the property as a historic site/landmark (i.e. special aesthetics; cultural, architectural, or engineering factors; and any dates, events, or persons associated with the site or structure). See attached established criteria for designation. / 2. Has the site or structure been altered in any way from its original design? Yes )~ No (If yes, explain) 3. Briefly describe the present physical condition of the property include a rating of poor, fair, good, or ,/ excellent. ~ ~-- RE: Consideration for Historical Designation 415 Hilltop Drive, CV, 91910 In an effort to request the Resource Conservation Commission to include our home in their review and survey update of qualified buildings considered for historical designation, we have completed the required applications for both Historical Designation and the Mills Act. As requested on the applications please find below the description in detail of the significant factors, which may determine the property as a historic site. It is my understanding that the criteria for consideration is based on age of the home (minimum of 50 years in age), unique architecture, or the home's relation to a person of importance. 415 Hilltop Drive is located on Lot 2 in Peppertree, part of the original subdivision of Hazel Goes Cook's property and was built in 1950. The residence was architecturally designed, inside and out, as a reproduction of the French Quarter homes of New Orleans by San Diego architect, Ralph L. Frank. It was decorated by Charles Cutter and Milton P. Sessions, nephew of Kate Sessions, was commissioned as the landscape architect. This home was featured in The Chula Vista Home and Garden Tour presented by the Chula Vista Woman's Club on May 11, 1968, also featuring the McCausland home (49 Hilltop Drive), and the Harold B. Starkey House (21 F Street). For this specific tour the house was dubbed "Southern .Beaut_.y" the historic name we hope to use. The Atherton family lived at 415 Hilltop Drive for approximately 10 years. It was then sold to Dr. & Mrs Leckman, who resided here until Dr. Leckman's death in 1999. We purchased the home in 2000 and have spent the last 15 months renovating the home to it's original splendor. Unfortunately, past owners allowed the house and grounds to fall into disrepair leaving the yard unsaivageable. We have worked hard to incorporate the original intent of both Mr. Frank and Mr. Session's with the practicality and reality of our family's needs and requirements. We saved as many fixtures/decorative items (lighting fixtures, crown and floor molding, chair rail, etc) throughout the house, renovated them and reincorporated them back into the house. We have spent months painstakingly repairing and replacing portions of the house based On the original plans, building integrity, and extensive detail to the French Quarter home design. When restoring portions of the house were impossible, replacements matched the originals, and are virtually undetectable by visitors or those passing by. Additionally, we hired San Diego landscape architect, Mr. Steven Letz, who took Milton P. Sessions original landscape blueprints and redesigned our yard, using much the same layout and plantings, while incorporating a couple of changes to meet our needs. There are two portions of the main home's structure that have been altered. An addition was added in 1952, by closing in a covered porch with sliding glass doors, resulting in a 36' x 12' foot room with 7 entrances. It was an eyesore within a beautiful home. Upon purchasing the house, we completely removed this obvious room addition/porch room built on a slab. A new addition was built to the same building specifications as the original house virtually making this family room undetectable as an addition. The original aluminum windows, state of the art in 1950, were rested and warped, causing significant moisture damage to the walls and floors of the home. They have been updated with dual glass, argon filled, E s~ared vinyl windows. The windows were custom made to match all the existing windows, including exact pane size. At this point the home is in excellent condition. Our future goal is to add a decorative wrought iron fence across the front of the property in an effort to continue to create the French Quarter aura, a very common site in New Orleans. We overhear strangers in the local Chula Vista businesses discuss the renovation of our home in a positive and proud manner, while they have no knowledge that it is our home. It is most impressive that a community takes such an interest in the renovation of a home versus the current trend in the Peppertree area of purchasing a home for the location and size of property to demolish and build a new and modem structure. Our request for consideration of historical designation is sought because it is a unique and beautiful home as well as for the protection of its future preservation. It deserves to be designated as a Historical Residence. ' 415 Hilltop Drive RESOLUTION NO. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA DESIGNATING THE HOUSE AT 415 HILLTOP DRIVE AS A HISTORIC SITE AND PLACING THAT SITE ON THE CITY OF CHULA VISTA'S LIST OF HISTORIC SITES AS SOUTHERN BEAUTY IN ACCORDANCE WITH MUNICIPAL CODE SECTION 2.32.070(A). WHEREAS, the residence at 415 Hilltop Drive is a French Colonial style house located in the City ofChula Vista (APN 571-010-02-00) constructed in 1950; and WHEREAS, staff received communication ftom the property owners, David and Terry Camarata, requesting that 415 Hilltop Drive be designated as a historic site on the City of Chula Vista List of Historic Sites as Southern Beauty; and WHEREAS, State of California Historic Eligibility Criteria requires that a site be found significant at a local, state, or national level, under one or more of the criteria for designation; and WHEREAS, the Resource Conservation Commission determined that the house at 415 Hilltop Drive meets two of the local criteria for designation because it continues to exhibit distinguishing architectural characteristics (Criterion 4) and the physical integrity of the original features ofthe house sufficiently conveys its historical value (Criterion 6); and WHEREAS, the Resource Conservation Commission at their regular meeting on August 19, 2002 voted 7-0-0-0 to recommend that the City Council place the house at 415 Hilltop Drive on the City ofChula Vista List of Historic Sites; and WHEREAS, the Environmental Review Coordinator has determined that this project is exempt per the California Environmental Quality Act (CEQA), Section 15331, Class 31, Historical Resources Restoration and Rehabilitation. NOW, THEREFORE, BE IT RESOLVED that the City Council adopts the Resource Conservation Commission and city staff s findings on the proposed historic designation and does hereby approve of placing the house at 415 Hilltop Drive on the City ofChula Vista List of Historic Sites as Southern Beauty. Presented by: Approved as to form by: ba- 1,~ John M. Kaheny City Attorney ,........ Robert A. Leiter Director of Planning & Building $-8 COUNCIL AGENDA STATEMENT Item No.: ~ Meeting Date: 9/17/02 ITEM TITLE: Resolution of the City Council of the City of Chula Vista placing the house located at 616 Del Mar Avenue, The Edwin T. Smith Sr. House, on the City of Chula Vista's List of Historic Sites in accordance with the Municipal Code Section 2.32.070(A). SUBMITTED BY: Director of Planning and Buildin~ REVIEWED BY: City Manage~ (4/5ths Vote: Yes No X ) The property owners of 616 Del Mar Avenue have requested that their property be considered for inclusion on Chula Vista's List of Historic Sites. (Attachment 1) The Environmental Review Coordinator has determined that this project is exempt per the California Environmental Quality Act (CEQA), Section 1533, Class 31, Historical Resources Restoration and Rehabilitation. RECOMMENDATION: Staff recommends that the City Council find that the Edwin T. Smith Sr. House meets the local criteria for designation of a site and therefore should designate 616 Del Mar Avenue as Historic Site #60 on the City of Chula Vista List of Historic Sites. BOARDS/COMMISSIONS RECOMMENDATION: The Resource Conservation Commission considered the designation of the property at their August 19, 2002 meeting and recommends that the City Council designate the Edwin T. Smith House, 616 Del Mar Avenue as Historic Site #60 on the City of Chula Vista List of Historic Sites. (Attachment 2). DISCUSSION: 1. Municipal Code Authority In accordance with Section 2.32.070 of the City Of Chula Vista Municipal Code, the RCC shall recommend to the City Council the designation of any site, which it has found to meet the local criteria as a historical site and the Commission shall also recommend if the Historical Site Permit Process should be imposed on the site. Page 2, Item NO.: Meeting Date: 9/17/02 The Historical Site Permit Process has provisions to stay the issuance of permits for demolition or modification in order for the RCC to make a recommendation to the City Council about potential actions that could be taken to preserve the site. The RCC elected not to recommend the Historic Site Permit for this site. The City has adopted six criteria that are used to determine if a particular property should be included on the Historic Site List (Attachment 3). A site must be found to meet at least one of the six criteria to be selected for designation. 2. Owner Participation On June 20, 2002 staff received an application for historic designation from the property owners of 616 Del Mar Avenue. (Attachment 4) The owners were present when their house was considered for recommendation by the Resource Conservation Commission. A letter has been sent to the property owner notifying them of the currant pending City Council action regarding their property. 3. Past History The Edwin T. Smith house, the home of the first mayor of Chula Vista, was included in the 1985 Historic Resources Inventory. However, the house was not included on the List of Historic Sites at the time. Staff is uncertain as to why this house was not included as it was the home of the first mayor of Chula Vista. Further this house has distinctive architecture and integrity of design and materials. (Attachment 5) 4. Architectural Style This home is a Craftsman style house. The Craftsman style of architecture originated in southern California. This style of architecture was inspired by the work of two Californians, Charles Sumner Greene and Hem'y Mather Greene. The Greene Brothers were led to design and build these intricately detailed buildings by their interest in the English Arts and Crafts movement, their interest in oriental wooden architecture, and their training in the manual arts. Craftsman style homes were the dominant style for "smaller" houses built throughout the country during the early 1900's. Features include: · Low-pitched roof, gabled (occasionally hipped) · Wide eaves with exposed roof rafters · Decorative braces or beams · Porch with square columns · Built in cabinets, shelves, and seating Page 3, Item No.: ~. Meeting Date: 9/17/02 5. Features of the site According to the Historic Resources Inventory, the Edwin T. Smith house, is a large 1 1/2 story horizontal clapboard sided house that features a medium, side facing gable roof with wide eves, exposed rafter ends and large knee braces. A gabled dormer faces the street. The front is dominated by a prototypical full length open porch which is recessed under the house roof at the front. Another distinctive feature is the exterior, partially embedded, brick chimney to the left side. (Attachments 6) 6. Conclusion This craftsman style house appears to retain many of its original features. It is representative of a style common to southern California. It is a detailed style of architecture that brings together details from several different styles and movements. Therefore, the house appears to meet criteria #4, significant architecture as well as criteria #6, retains integrity of design and materials. The house also meets criteria #2, relates to a historic personage, for being the home of the first mayor of Chula Vista, Edwin Smith.Sr. FISCAL IMPACT: There is no fiscal impact associated with the inclusion of 616 Del Mar Avenue, the Edwin T. Smith Sr. House, on the Chula Vista's List of Historic Sites. Attachments: 1.) Locator Map 2.) Resource Conservation Commission minutes/August 19, 2002 3.) Local Historic Criteria 4.) Owner's application for historic designation 5.) Historic Resources Inventory 5.) Photos J:\Planning\Lylmette\historic designation\616 Del Mar designation Agenda Statement2.doc CHULA VISTA PLANNING AND BUILDING DEPARTMENT LOCATOR PROJECT PROJECT DESCRIPTION: APPLICANT: EDWIN T, SMITH, SR. PROJECT ADDRESS: 616DELMARAVENUE HISTORIC SITE DESIGNATION · I SCALE: FILE NUMBER: NORTH NoSe. ale ~-~/f Ms. Maria Muett (Associate Planner) relo e pr'~erted that th ct is at 995 Bay Boulevard on a 1.95-acre unoccupied site.~.The proposed prbje~ will consist of a 31,781 sq. ft. single-story concrete,C/--4Ai~ building, for wareh~us'e a"~'nd-~minis~at4~e.~ office uses. Existing on- and off-si~ drain"a~e facilities are not adequate t~'-seCve the proposed project; therefore, drainage im¢overn~ ~;te...necessary. Short-term air quality mitigation measures ~~'"'l::t6~n. ~ccording to a preliminary geotechnical study~ical c-"o1%l~ons on th.c/ site. The proposed project wouldk~ot result in significa¢ aesthetic impacts-'~-or-~:,reate additional light spillage onto I-5 or.cent properties."'The...proposed project would not hav,e operations involving hazardo'os.~materials at this tih~.~n area of stained soil (10 x 12 ) was reported and re~censed hazardo~aste hauler. This action rendered the soil contaminatio"rhtq..a le/~C~.f less than signifl'"¢ac~e; thus, no mitigation measures are requirecL ..~_~ ~ / MSUC (Bull/Diaz) to approve st, recommE Vote: (7-0~--..~ 3. Historic Designation - 415 Hillt Drive House Ms. Tessitore-Lopez stated th~ the Jested that property be considered for designation on le Chul; )tic Sites house was featured on the Chula Vista ~e and At that time, the Chula Vista Woman's lis is the name the owners would like the ho~ as. T louse of French Colonial architecture somewhat Rural ion. According to ~eir application, the owners have laboriousl' tried to e;pair and this uniqL house to its original status. [ ~ / ----_ ~ ~Based once' eria #4, distinctive architecture and Criteria #6, reta. in.s integrity of org.?i.( n and matenals,-'%s~.ff recommends this h,ouse for inclusion as Historic ~it~ f159.~:).,..staff d_oe..s not o,,~ the appl!,cants request that the nmissio~his hous~eq~ngs up/~ dilemma in his mind. This is a ;leous house, but it is ~ old: !?~.d~__.,~ to be eligible for the National lister, it be at least 50 old. He did not argue against the architectural value of thought the needed to take into consideration the results is lng to be appointed to provide context for the ) that the RCC nake architectural assessments. His tendency was to this house there is more historic context foundation for the City. sioner Bensou., that text is really important here because of this I leighborhood. Because it is, she would tend to go ahead and site them. find it disturbing, of the integrity of the house, that the , brick had been I hite and vim had been installed. If the RCC were talking about giving it a ~ct, she would have a problem. RCC Minutes - 4 - Auqust 19, 2002 MSUC (JaseldReid) that the house be i based on it does architecturally lend a lot to the a~ nd :ity. Vote: (7-0) 4. Historic Designation - 616 Del Sr. House) Commissioner Bensoussan this n. Ms. Tessitore-Lopez stated that thke~owners have that their property be considered for inclusion on Chula- '" "~'Vist~s~List of Historic ,.'~..b. is house was the home of the first Mayor of Chula Vista (E~win Smith Sr.). The lous .~-~.~f Craftsman- style architecture. This craftsman style hb~ap~ to retain many o-f'4ts..original Staff Recommendation: That the ~usion~oCe on the ~oric Sites a~Historic Site ¢60 bas~ Criteria ¢~, significant architecture; Criteria ~6, retains/ntegrity of design and mat~; and Criteria ¢2, relatestohistoricpersonage. ~ ~, ~ ~ ~ MSC (Bull/Reid),o move( staffs' ~co~men~o~: (¢0-1-0)with Bensoussanabstaining. ~ _~ / Ms. Marcia Salvestrini (~r~l ~ar ~hul~ Vista, CA 91910) requested that it be desi~d~ Ed~n~th ~ h~ 5. Historic Designatio~- 382~384 De~enue (Old Clubhouse Building) o~s ~ ~~-st[le architecture house was into a duplex residence 928. There are still remnants of the clubhouse existingsuch e. Staff . ~is is significant as the former clubhouse of the Ch Woman's and d be recommended for designation as Historic Site on ¢3, an site; Criteria ¢4, distinguishing ; and Crit~ ~ins integr Mr. (Owner, 38~384 Mar Avenue, Chula Vista, CA 91910) described the unique original of the house that still exist. MSC (Bull/Diaz) t~ve recommendation. Vote: (6-0-1-0) with Ch~vez abstaining. RCC Minutes - 5 - Auqust 19, 2002 Commissioner ChRvez returned to ~ m~22in9 6. Historic Designation - 4.35 "E" ~.t~at her home be/ Ms. Tessitore-Lopez stated the er/ ~ considered for inclusion. The perry r--h~ ink oln~t~h~h,a~t~'~ obtained from oral tradition hout the City. Ms. is the thir'G-owm.~-"of this property and was told by the that the home was built in 1886, which would make it the oldest ho~Chula Vista. The house sits upon land that was once par1 Rancho de la Nacion."lt--~believed that the house belonged to one of the ~ ~ s ¢annot be verifle~Earliest records show that Ada Monroe took title to and 1'-4~.~.2. ~_his house/nas two types of Spanish Colonial architectun roof typ,; ah~.g, at roof ~pe. This house has a full basement, which is in the Sou'th-B.~ Staff Recommendation: That the recommend this hou: inclusion on Chula Vista's List of Historic Sites Hi.' Site #62 for Criteria #4, distinguishing architecture; ria #6, i~ and , relationship to Chula Vista's heritage. Commissioner Bull did not in 1886 had full basements. That question and ti- be some foundation for that before it is adver reco title was in 19 _~ when the property changed hands, but staff does aboL le house. The Id set a bad precedent if it went ahE Commissioner B~ wo ;ly on hearsay. She would not call it an 1886 house without more informatiE was really perplexed on it because the house is old and int ;I, and she wa: the owner wants to restore it and wants dc Ligia Brannen ~35 CA 91910) described :ural details inside talked about an encounter the gra?QdA9~ of the original not know his name or address, only thane lived i~ton .' Ms. Pohr, g~gi stated that the"t~CC might to recommend to the property owner that she reta~ed historian who cc ,d do more research. / MS(:; (Bull/Bensous%'a.q.) that the RC does not recommend designation at ~s...~m~, however, the~'R/CC would the owner to compile additional histon"o'~9.rmation and bring the hot back if they, in fact, find out that there is documen~vidence of its interest. Vote: (5-2-0-0) with Thomas and Diaz oppose8%. RCC Minutes - 6 ~ August 19, 2002 Commissioner Bensoussan stated that give Ms. Brannen names of people who could help her. Ms. as well. 7. Historic Designation - 692 Seco Ms. Tessitore-Lopez reported property be considered for S. Eustis was an important in the house until his held in Washington D.C. This is a craftsman house that has design. It retains few of the distinguishing features of 'he detached garage has been converted to living Staff Recommendation: Staff is uncle~ criteria for designation and requests that as to whether the house should be on this request for designation. Vice~Chair Reid stated that the Historic Resources Inventory in 1985 not remember why. Commissioner Bensoussa/~uld those s. S ht the house was contributing to aver)/ importer ood. This is a big with an old house that is intact. It has incredibly maitre old ~ks~aping that pr/ )ly dates to when the house was built. S~elt it ~as vew ;h ~~ house for its historic context, and it qualifies b~ause~f the person who lived there, of things like the solar water heater tek in the attic ~because of it being a craftsman on a big lot on a vew impodant ~f ~1~~ / : '. .... . historic aspocts o[ this site. Tho home was ~~ by Hadloy ~hnsom Acc~rdino to the applicants, Mr. Johnson was president o~hnson C~truction qompany and owner of ~atioaal kumber x C~ lhi~use qualifiBs undor Criteria ~, retains eviOence of ~,~res and ~ distin~ui~ing architectural character. M~ ~~ ~~ dosignation. Voto: (7-0) Vice-Chair Reid the meeting a~ 8:30 p.m. CRITERIA FOR LISTING: · BEARS A RELATIONSHIP TO OVERALL HERITAGE ON A LOCAL, STATE, OR NATIONAL BASIS. THIS MISSION OF SAN DIEGO, FOR EXAMPLE, IS LOCAL BUT IS ALSO PART OF A STATEWIDE SYSTEM THAT IS RECOGNIZED NATIONALLY. · RELATES TO A HISTORIC PERSONAGE VVTtO PLAYED AN iMPORTANT ROLE HISTORICALLY, ON A LOCAL, STATE, OR NATIONAL BASIS. HOWEVER. THE INDIVIDUAL NEED NOT BE KNOWN NATIONALLY, AS LONG AS IT WAS SOMEONE WHO MADE A SIGNIFICANT CONTRIBUTION ON A LOCAL BASIS. IDEALLY. THIS INCLUDES A SITE WHERE THE INDIVIDUAL LIVED OR WHERE A NOTEWORTHY HISTORICAL CONTRIBUTION OR ACHEIVEMENT TOOK PLACE. · MAY BE A SITE WHERE AN IMPORTANT EVENT TOOK PLACE. THIS WOULD BE AN EVENT SYMBOLIC OF A PHASE OF HISTORY THAT COULD REACH THE NATIONAL LEVEL. THE SITE OF THE SIGNING OF A HISTORIC DOCUMENT, FOR ESLAMPLE. WILL SATISFY THIS CRITERION. · THE SITE SHOULD HAVE DISTINGUISHING ARCHITECTURAL CHARACTERISTICS THAT ARE IDENTIFIABLE. THIS INCLUDES STRUCTURES OF A PARTICULAR ARCHITECTURAL STYLE RECOGNIZABLE TODAY. Ti tE SITE MAY BE ARCHAEOLOGICALLY SIGNIFICANT IN ITS ASSOCIATION WITH PRE-HISTORY OF THE AREA. A SITE DEMONSTRATING EXISTENCE OF AN ANCIENT COMMLTNITY (INDIANS INDIGENOUS TO THE AREA, FOR EXAMPLE) COULD SATISFY THIS CRITERION. · HAS INTEGRiTY. THIS IS WHERE THE SITE CONTINUES TO HAVE EVIDENCE OF THE ORIGINAL FEATURES. ENOUGH OF THE ORIGINAL STRUCTURE OR THE SITE IS INTACT TO BE DISTINGUISHABLE AS HAVING HISTORICAL VALUE. ~ CITY OF CHULA VISTA ~ PLANNING & BUILDING DEP~RTMENT ow ~ 2~6 Fou~ .~n~: Historic Desi~ation ~A Chuia Vis~ CA 91910 APPLICATION FO~4 ApplicanV~er Name: ~S ~ ~C~%~ I Case~ Appti~n~er Address: ~1~ ~{L ~'~ ~/~L~ Date Subm~ed:. Phone: (:t~, d~. Seconda~ Owner Name: ~ ],~ ~, -"~'~ I , .~ OWNER .'LPPROVA. L tS. REQUIRED S1GNATLrKE-c /~ ,, / , · .E:_. , : .','. , ~ ' ~_: - ,~, ~ ~' Common name: ~ ~ ' ~*' ~;(~ Historic name: ~v~'~ Year Built: ~ ~ % Approximate Prope~y size (in f~t) or approxim~e acreage. ~nemhi~ is: Private .~¢ or Pubiic Present Use: ~{St~N~X~ m-~;na~U~- ~t~N~ ' Architectural S~ie'_ ~Z~ - ' zone: .Assessor's Parcel Numar (~eqmred): ~ '- :~ _ U~e the revere side of this fo~ or a separate piece of paper may be aEa~ed for questions !-3 ! Please describe, in detail, historical aspects of the site or stature as well as any other signifi~nt fa~o~ which may dete~ine the pro~y as a histodc site/tandmaA (i.e. special aesthetics; cultural, archite~urat, or engin~ng fa~o~; 'and any dates, events, or pe~ons associat~ ~th the site or stru~ure). See a~ch~ ~blished criteria for desi~na~on. ~ ¢~ . 2. Has the site or s~=ure ~en a~ered in any way ~om its, original desion? Yes._ ',~ No (If yes, explain) 3. Briefly describe t? present p~ysicai condition of the prope~ include a ratin~ of Door. fair oood, or ;-12 STORJ CAL/LANDMARK iNFORMATION !. This craftsman style house was built for the first Mayor of Chula Vista, Edwin T. Smith Sr. in 1912 and he lived here while he served as mayor. Attached please find a copy of the local HISTORIC RESOURCES IlxWENTORY which includes the identification, description, and significance of this properly, a copy of a photograph of Gustafe Julius Scholer (Father in law of E.T. Smith Sr.) in front of the house, and an article from the August 16, 1984 issue of the Chula Vista Star News which refers to the property and people associated with it. Lastly, please find attached pages 399 - 411 oft. he book, "The Chula Vista Historical Socity Presents Family, Friends, and Homes" with reference to people, dates and events associated with this property. _. As stated in the HISTORIC RESOURCES iNVENTORY document, this house, "...generally retains integrity of design and materials." We're not sure when changes took place, bm on the south side of the house, one room was "bumped out" or expanded, there was an addition to the north side of the house, and from comparing photos from the above mentioned book and reference materials, the front and back porches seem to be slightly altered (ail prior to 1985 according to the previous owners, the Banales'). 5. Upon first glance the property seems to be in good condition, yet upon closer inspection it might get a fair or even poor rating. The chimney is intact bm needs repair, the foundation needs leveling as there are many me'ks in the walls and ceilings, not to mention sloping floors. There is termite damane in many places, several layers of paint and general wear and tear throughout the house. Most of thee damage, as mentioned above is not visibly apparent from the exxerior view and the hoose looks well cared for and maintained. DEPARTMENT OF ~ARK~ AND RECREATION HA~c~ HAER NR -- UTM: A 493140 B 3%H1L0~3-0- Loc HISTORIC RESOURCES INVENTORY C D IDENTIFICATION 1. ~mmon name: Leopoldo Bana!es House 2. Hizoricname: Edwin Smith Sr House 3. S~r~torrurala:0ress: 616 Del Mar Avenue C~ Chu!a vista ~, 92010 ~unw San Diego 4. Parcel number: 573-170-18 5. ~esen~Owner: Leopo!do Sr and Lily Bana!es Adaress: 851 Country C!~ Dr C;w Chu!a Vista zf0 92011 Owne~h~o ~s: PuOt;c Pdvaz~ X S. ~esen~ Use: residential OrJg~na~ uss: residential DSSCR~FTZON 7a. Ar~i~raJ ~le: Craftsman L=~a~:_= .... CV V~=_ ~-~__~, B!k _;, Lc~_ i5 /exc S 50'/ This large i 1/2 story house lea=utes a medi~, side-facing gable r;of ';-~ wi~e w .... eaves, exDosed ~=~t=~ ends and !arce knee braces. ~abled dc~er faces the streeu. The front of this cha~ing home -- ~om_n .... D~ a ru!l length open porch which is recessed under ~= house roof au the front. Four wooden posts support the porch r;of. Other 5etails include an ~x=~=~c=,~=_~!v e~edded, brick hipped roof sectiona_-_~=~ uo the left end, and horizontal c!aDboard_ si~inc. Tha =~;~ has been ~=~.~ uD ~o -~ ~ lave! on the porch. ':~ ~" ~ ..... ~s in 5he house are casemenu and do~!e hung; gable ends have wood =~4 ~ siding, in ~9~5 ' .... ~y__ _ , t~e house has a Es~imat.~ 1912 Fa:ual ~_. Arc~i~ unknown unknown I 1. Aoorox. proPertA, size (in Frontage 115 Deul:h 29 or aOprox, acreage 0.77 12. Da~e(s) of encto~ onotogr~(s) 1985 13. ~noition: ~l)~t Good × Fair__ Deteriorated __ No longer in existen~ __ 15. SurToun~ng~: (Check mom ~ one if n~) O~n land ~er~ buiidln~ Den~iv built-up x R~oentiai X ]~ ~mme~al ~her: Public Wor~ pro)~ 18. Relat~ fe~r~:., ~ Water was connected to this property on June 5, 1911 and this house constructed in 1911 or 1912 for Edwin T. Smith, Sr., the first mayor cf Cku!a Vista. E. T. Smith and his wife, Clara, lived here until c~- 2, !~?~ when they sold the property to Dorothy Kernick, a widow. Edwin T. Smith came to Chula Vista from St. Paul, Minnesota in !~06. He was 42 years old and a retired attorney. This house 6!~ Del Mar Avenue was the third home the Smiths owned kn Chu!a Vista. The ~rounds around this house featured exotic plan;s, free flight bird ~-~c~= .... and two ~_c~= fish _ponds- The top f!ocr was a ~__._~.~ ~ ~ ;a~d_ room. =n _~24, Edwin Smith Sr died of a heart attack about ;he time a new house was built for the f~ily at 264 "T" S .... ~ where his widow, Clara, moved and lived for some years. This house is an example of the large Craftsman houses built in Chu!a Vista in the !9!Cs. The home generally retains integrity cf design and materials. Edwin Smith St- , a _Drominen~ Chula Vis,an, lived here while he served as Chu!a Vis;a's first mayor. R.iig~ ~/Ea~ion 2 Interview Sandy Palco city directcr~es CV T~x Assessment Rolls Da:e fo~m pr~om~:~ 9 - a - 1985 O~ni~i~ O;tl~ O~ Chu!a Vista AOd~: P.O. Box 1087 Ci~ Chula Vista ~0 92012 691-5101 RESOLUTION NO. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA PLACING THE HOUSE LOCATED AT 616 DEL MAR AVENUE, THE EDWIN T. SMITH SR. HOUSE, ON THE CITY OF CHULA VISTA'S LIST OF HISTORIC SITES IN ACCORDANCE WITH MUNICIPAL CODE SECTION 2.32.070(A). WHEREAS, the Edwin T. Smith Sf. House is a Craftsman style house located at 616 Del Mar Avenue in the City OfChula Vista (APN 573-170-18-00) constructed in 1912; and WHEREAS, staff received communication from the property owners, Thomas and Marcia Salvestrini, requesting that the Edwin T. Smith Sf. House be designated as a historical site on the City of Chula Vista List of Historic Sites; and WHEREAS, State of California Historic Eligibility Criteria requires that a site be found significant at a local, state, or national level, under one or more of the criteria for designation; and WHEREAS, the Resource Conservation Commission determined that the Edwin T. Smith Sr. House meets three of the local criteria for designation because of its important relationship to a historic personage - the first mayor of Chula Vista (Criterion 2), it continues to exhibit distinguishing architectural characteristics (Criterion 4), and the physical integrity of the original features of the house sufficiently conveys its historical value (Criterion 6); and WHEREAS, the Resource Conservation Commission at their regular meeting on August 19, 2002 voted 6-0-1-0 (with Commissioners Bensoussan abstaining) to recommend that the City Council place the Edwin T. Smith Sf. House on the City of Chula Vista List of Historic Sites; and WHEREAS, the Environmental Review Coordinator has determined that this project is exempt per the California Environmental Quality Act (CEQA), Section 15331, Class 31, Historical Resources Restoration and Rehabilitation. NOW, THEREFORE, BE IT RESOLVED that the City Council adopts the Resource Conservation Commission and city staff s findings on the proposed historic designation and does hereby approve of placing the Edwin T. Smith Sr. House, 616 Del Mar Avenue, on the City of Chula Vista List of Historic Sites. Presented by: Approved as to form by: Jj~7~ ~I'" Robert A. Leiter Director of Planning & Building John M. Kaheny City Attorney 6-/~ COUNCIL AGENDA STATEMENT Item No.: Meeting Date: 9/17/02 ITEM TITLE: Resolution of the City Council of the City of Chula Vista placing the house located at 382/384 Del Mar Avenue, The First Woman's Clubhouse, on the City of Chula Vista's List of Historic Sites in accordance with the Municipal Code Section 2.32.070(A). SUBMITTED BY: Director of Planning and Buildin~x~ REVIEWED BY: City Manager (,dls) (4/Sths Vote: Yes No X ) The property owners of 382/384 Del Mar Avenue have requested that their property be considered for inclusion on Chula Vista's List of Historic Sites. (Attachment 1)- The Environmental Review Coordinator has determined that this project is exempt per the California Environmental Quality Act (CEQA), Section 1533, Class 31, Historical Resources Restoration and Rehabilitation. RECOMMENDATION: Staff recommends that the City Council find that the First Woman's Clubhouse meets the local criteria for designation of a site and therefore should designate 382/384 Del Mar Avenue as Historic Site #61 on the City of Chula Vista List of Historic Sites. BOARDS/COMMISSIONS RECOMMENDATION: The Resource Conservation Commission considered the designation of the property at their August 19, 2002 meeting and recommends that the City Council designate the First Woman's Clubhouse House, 382/384 Del Mar Avenue as Historic Site //61 on the City of Chula Vista List of Historic Sites. (Attachment 2) DISCUSSION: 1. Municipal Code Authority In accordance with Section 2.32.070 of the City Of Chula Vista Municipal Code, the RCC shall recommend to the City Council the designation of any site, which it has found to meet the local criteria as a historical site and the Commission shall also reconunend if the Historical Site Permit Process should be imposed on the site. Page 2, Item No.: { Meeting Date: 9/17/02 The Historical Site Permit Process has provisions to stay the issuance of permits for demolition or modification in order for the RCC to make a recommendation to the City Council about potential actions that could be taken to preserve the site. The RCC elected not to recommend the Historic Site Permit for this site. The City has adopted six criteria that are used to determine if a particular property should be included on the Historic Site List (Attachment 3). A site must be found to meet at least one of the six criteria to be selected for designation. 2. Owner Participation On July 29, 2002 staff received an application for historic designation from the property owners of 382/384 Del Mar Avenue. (Attachment 4) The owners were present when their house was considered for recommendation by the Resource Conservation Commission. A letter has been sent to the property owner notifying them of the current pending City Council action regarding their property. 3. Past History The City of Chula Vista Historic Resources Inventory prepared in 1985 states that the Woman's Clubhouse was built in 1923. This was the original clubhouse of the Chula Vista Woman's Club, which has since been moved to 357 "G" Street. The Chula Vista Woman's Club was organized in 1913, and since that time has been an important organization in Chula Vista. In 1928, Frank Taylor purchased the clubhouse and converted it into a duplex residence. (Attachment 5) 4. Architectural Style Bungalow style architecture was developed for simplicity, as well as style. Bungalows were meant to counter the excess of previous architectural styles by reverting to an arts and crafts approach. It was to bring style to all people regardless of economic or social status. Features include: · Low-pitched roof · Wide eaves with exposed roof rafters Decorative braces · Porch with square columns · Built in cabinets, shelves, and seating The California style bungalow merged elements from different types of architecture and each does not necessarily fit a dictionary definition of bungalow. These comfortable and elegant little houses remain an American favorite style. 7-2_ Page 3, Item No.: ~ Meeting Date: 9/17/02 5. Features of the site According to the Historic Resources Inventory, the First Woman's Clubhouse is a one story redwood duplex that has a rustic appearance reminiscent of a mountain cabin. According to the current owners, the conversion of the clubhouse into a duplex did not affect the external integrity of the original structure. Also, there are still remnants of the clubhouse existing in the house (i.e. a stage). The main part of the building faces the street wit.h a wing at the right end extending to the rear at an angle. It has a low cross gable roof, wide eaves with exposed rafter ends, and vertical board and batten siding. The facade has a door at each end. An exterior brick chimney stands at each end of the main portion of the structure. (Attachment 6) 6. Conclusion Staff' concurs with the historic resources inventory finding that this building is significant as the former clubhouse of the Chula Vista Woman's Club. Though the building has been converted to a duplex it appears to retain integrity of design and materials and is a rustic example of the Craftsman style of architecture. Therefore, staff recommends that the house be recommended for designation based on criteria #3, an important site, criteria #4 distinguishing architecture, and criteria #6 retains integrity. FISCAL IMPACT: There is no fiscal impact associated with the inclusion of 382/384 Del Mar Avenue, the First Woman's Clubhouse, on the Chula Vista's List of Historic Sites. Attachments: 1.) Locator Map 2.) Resource Conservation Commission minutes/August 19, 2002 3.) Local Historic Criteria 4.) Owner's application for historic designation 5.) Historic Resources Inventory 6.) Photos J:\Planning\Lynnetle\historic designation\382 del mar CC designation.doc ~ /, ' " \ PARK PARK CHULA VISTA PLANNING Ah D BUILDING DEPARTMENT LOCATOR PROJECT PROJECTDESCR~PT~ON: APPLICANT: WOMAN'S CLUB HOUSE ~¢ PROJECT HISTORIC SITE DESIGNATION ADDRESS: 382/384 MADRONA STREET " SCALE: J FILE NUMBER: · NORTH No Scale I RCC Minutes - 3 - August 19, 2002 ~ Ms. Maria Muett (Associate Planner) is at 995 Bay Boulevard on a 1.95-acre unoccupied site. The proposed will consist of a 31,781 sq. ft. single-story concrete bt office uses. Existing on- and proposed project; therefore, drai air quality mitigation measures ~ preliminary geotechnical study, site. The proposed project woul( additional light spillage onto I-5 proposed project would not have operations involving An area of stained soil (10' x 12') was reported and waste hauler. This action rendered the soil e; thus, no mitigation measures are required. MSUC (Bull/Diaz) to approve 3. Historic Designation - 415 Hill1 Driw House Ms. Tessitore-Lopez stated th; the Jested that property be considered for designation on )ric Sites. house was featured on the Chula Vista le and ,68. At that time, the Chula Vista Woman's Club qis is the name the , owners would like the hot as. TI 3ouse of French Colonial architecture Rural Trad on. According to 31ication, the owners have laboriousl! tried to ~pair and this uni¢ house to its original status. ~ / ~ j ~Based on~' eda #4, distinctive architecture and Criteria #6, retains integrity of ~.o~ign and materials,'~ff recommends this house for inclusion as Histodc S~le #5@. ~oo.~..staff d_o_e~ not o,,~ th, e appl!,cants' request that the C/Ommissioner Bull stated tftat~is hous%~ngs up) dilemma in his mind. This is a ~ is ,_ot~ ~ old: !?'~ to be eligible for the National Register, it...has~.~e at least 50 yea~s~old. He did not argue against the architectural valu~?use..'":---~ thought the RkCC needed to take into consideration the resu~ co~i%ttee that is g'~ing to be appointed to provide context for the Cit~9..that the RCC can~ake these' architectural assessments. His tendency was to wait"oc~his house until~there is a more historic context foundation for the City. ~./ ~ Benso su san s-'t'ated that is really important here because of this leighborhood. Because it is, she would tend to go ahead and site them. find it disturbing, of the integrity of the house, that the , brick had been /hite and vim ~vindows had been installed. If the RCC were talking about giving it a tct, she would have a problem. RCC Minutes -4 - ,-.. Auqust 19, 2002 MSUC (JaseldReid) that the house be in based at it does architecturally lend a lot to the a~ nd t '. Vote: (7-0) 4, Historic Designation- 616 Del/~ar Avel ..~Sr. House) Commissioner Bensoussan ~cused :self thi~ Ms. Tessitore-Lopez stated that, th, ,.'e~, w, ners have n d that their property be considered for inclusion on Chula Vista%List of Historic e~is house was the home of the first Mayor of Chula Vista (E~win Smith Sr.). The hous'e-is..of Craftsman- style architecture. This craftsman style hbu,s.e<..apl:~ to retain manyoriginal features. Staff Recommendation: That th clusion of this on the Chula Vista List of Historic Sites Site #60 ignificant architecture; Criteria #6, retains ttegrity of design and and Criteria #2, relates to historic personage. MSC (Bull/Reid) to staffs' Vote: with Bensoussan abstaining. Ms. Marcia Salvestrini (~r, Vista, CA 91910) requested that it be desi?ated 'as%the Edwin Smith Sr. Commissioner C~~ect hSmse'i~ th±sit:em on 'G Street.-[his ,od bu~-style architecture house was into a duplex residen g25. There'~re still remnants of the clubhouse existingsuch as Staff 3mmendation: lis buildin(significant as the former clubhouse of the Ch Woman's and be recommended for designation as Historic Site .~d on #3, an important site; Criteria #4, distinguishing ~adsen (Owner, 382/384 Mar Avenue, Chula Vista, CA 91910) descr_ _ i_bed so.m~ue original :he house that still exist. ¢MkS~oul~l/~tD~i?~)~to a'~Y..e.' recommendation. Vote: (6-0-1-0)with Ch~vez abstaining. RCC Minutes - 5 - r-. Auqust 19, 2002 · Commissioner Chgvez returned to meeting 6. Historic Designation - 4 ~ Ms. Tessitore-Lopez stated the ~ 3-.t~t her home be/ considered for inclusion. The pr, perry inf¢ oin~ t~~,a.t~A.~'~ obtained from oral tradition thro hour the City. Ms. is the thir~..:ner~of this property and was told by ldson of the on~ that the home was built in 1886, which would make it the oldest hom-'"e'~Chula Vista. The house sits upon land that was once pad Rancho de la Nacion."ltq~elieved that the house belonged to one of the o~ev~er-~ s cannot be verifl~Earliest records show that Ada Monroe took title to th"fi'e-~an'd"] t---l. ~2. This house/has two types of Spanish Colonial architectun pitehe~oof yp~ a-'r~..~at roof ~/pe. This house has a full basement, which is)ical of hbme..s~in the Sou'th-B..~ Staff Recommendation: That the recommend this house~nclusion on Chula Vista's List of Historic Sites Hi. Site #62 for meeti-'~ Criteria #4, distinguishing architecture; ~, ~?tai7 inte~.~d C~1, relationship to Chula Vista's heritage. Commissioner Bull did not ~ mar~y hou.~s byilt here in 1886 had full basements. That question ~m away/, and .the're-should ~e some foundation for that before it is adver first recori~ed title was in 19~y2 when the property changed hands, but does now about~e house. The/RCC would set a bad precedent if it went ah~ documen 'on."catJ.~Q:~..../ Commissioner Bens( would on hearsay. She would not call it an 1886 house without ( more was really perplexed on it because the house is old and int ~], and she was the owner wants to restore it and wants d Ligia Brannen ¢35 Vista. CA 91910) described /it' the gr~Sof'?hSiedoeriginal but she not ~r~lo~wedhiasbn°aUtm~i~c~l~en~(~I only tha/~e lived i~on Ms. Po'ns.~.~gg.~ stated..!hat the"~CC :~ant to recommend to the property owner ~ that she reta' q_ ._~ied hlstori~n who could do more research· '"'--..~$C.(Bull/Bensous"s-a~th~'t the RC /does not recommend designation at ~.e;.how.e. ver, th,e,'~. C~ would Irge the owner to compile additional ~Js!on~'i~m,ation and bring the back if they, in fact, find out that there Js documentec~vidence of its interest· Vote: (5-2-0~0) with Thomas and Diaz oppose~3:-~ RCC Minutes - 6 - August 19, 2002 Commissioner Bensoussan stated that si would be happy give Ms. Brannen names of people who could help her. Ms. G Ivez offered her 7. Historic Designation - 692 Seco S. Eustis House Ms. Tessitore-Lopez reported the that their property be considered for ;ion on ,List of Sites. S. Eustis was an railn man for over 50 however, in the house until lat held in Washington D.C. This is a craftsman house that has from its design. It retains few of the distinguishing features of Craftsman detached garage has been converted to livin¢ Staff Recommendation: Staff is uncle ether this meets criteria for designation and requests that dis make a as to whether the house should be Staff on this request for designation. Vice-Chair Reid stated that site signation the Historic Resources Inventory in 1985 )ut it He coul not remember why. Commissi ,uld ~ those ~. S thought the house was contributing to aver ~ood. This is a bi an old house that is intact. It has incr, dibly ~re old that dates to when the house was built. S very house for its historic context, and it qualifi, the person who lived there, of things like the solar water heater in the because of it being a craftsman on a big lot on a very ' Chula Vis~.~.. MSL ,ussan/Di~ ~recommend desig'ha~on. Vote: (7~0) / 8. Designation - 7 Ia ley Johnson House) ,/ Ms. stated that homeowners request that their property be considen This is a Ca Colonial Revival home. The owner has with information historic aspects of this site. The home was 1949 by Hadley hnson, rding to the applicants, Mr. Johnson was president Johnson and owner of National Lumber Company of This h, qualif ;s under Criteria #4, retains evidence of inal features and , architectural character. ,nsoussan/Reid) to recomn gnation. Vote: (7-0) Vice-Chair Reid the meeti: at 8:30 p.m. CRITERIA FOR LISTING: · BEARS A RELATIONSHIP TO OVERALL HERITAGE ON A LOCAL, STATE, OR NATIONAL BASIS. THIS MISSION OF SAN DIEGO, FOR EXAMPLE, IS LO&kL BUT IS ,ALSO PART OF A STATEXXqDE SYSTEM THAT IS RECOGNIZED NATIONALLY. · RELATES TO A HISTORIC PERSONAGE WHO PLAYED AN IMPORTANT ROLE HISTORICALLY, ON A LOCAL, STATE. OR NATIONAL BASIS. HO\krEVER, THE INDIVIDUAL NEED NOT BE tCNO\~ ,~ NATIONALLY, AS LONG AS IT WAS SOMEONE WHO MADE A SIGNIFICANT CONTRIBUTION ON A LOCAL BASIS. IDEALLY. THIS INCLUDES A SITE WHERE THE INDIVIDUAL LIVED OR T~MERE A NOTEWORTHY HISTORICAL CONTRIBUTION OR ACHEIVEMENT TOOK PLACE. - MAY BE A SITE \t,7:IERE AN IMPORTANT EVENT TOOK PLACE. THIS \VOULD BE AN EVENT SYMBOLIC OF A PHASE OF HISTORY THAT COULD REACH THE NATIONAL LEVEL. THE SITE OF THE SIGNING OF A HISTORIC DOCUMENT, FOR E2X24.MPLE. V,-ILL SATISFY THIS CRITERION. · THE SITE SHOULD HAVE DISTINGUISHING .&RCHITECTURAL CH.MLACTEPdSTICS THAT .ARE IDENTIFI,~d3LE. TI-IlS INCLUDES STRUCTURES OF A PARTICULAR ARCHITECTURAL ST-XT_E RECOGNIZABLE TODAY. · THE SITE MAT BE ARCHAEOLOGICALLY SIGNIFIC,&NT IN' iTS ASSOCIATION \~TH PRE-HISTORY OF THE AREA. A SITE DEMONSTRATING EXISTENCE OF ,AN ANCIENT COMMU:~ITY ,~DIANS INDIGENOUS TO THE AREA, FOR EXAMPLE) COULD SATISFY THIS CRITERION. · I-L~.S INTEGRITY. THIS IS WHEKE THE SITE CONTINUES TO HAVE EVIDENCE OF THE ORIGINAL FEATURES. ENOUGH OF THE ORIGINAL STRUCTURE OR THE SITE IS INTACT TO BE DISTINGUISHABLE AS I-LAVING HISTORI&AL VALUE. ~ PLAXW<iNG & BULLDOG ~'~ 276 Fom~n .~¥~nue Historic Designation ~UL~ V~A Chuia Vis~ CA 91910 APPLICATION FORM I ~ .~PLIC.~/O~R ~O~TION Date Submi~ed: Seconda~ Owner Name: Owner Address: Phone: Year Built: \C~ ? ~ ,. ,,. . _ ,-,ppro^imme ~roperty s:ze jn Ownership is: Private Archffectural btyle: lq. / Use ~n= reverse sloe OT rn~s TO~ or a Se~=, =Lc piece of paper may be s~ached for ouesiions 1-3. & 1. Please describe, in detail, historical aspects of the site or stature as well as anv other sionificant famo% which m~y dete~ine the prope~y as a historic site/landma~ (i.e. speciaCaesthet ~s; cultural. archkectural, or engineering factors; and any dates, events, or persons associated with the s~e or stature). See a~mched es~blished criteria for designation. 2. Has the site or stpa~ure been altered in any way from its original design? Yes No (If yes, explain) 3. Breuy oescrioe the oresent physical condition . o, ~n_ ~ro~emy include a ratino of poor, fair, oood. or H/STORICFLANDMARK INFORMATION 1. In 1922, the land on which this building now stands was donated 1o the Chula Vista Woman's Club by Ralph Pray to be used as a site for a clubhouse. The redwood structure was built on the site at a cost of $3,600.00 and served in that capacity until 1927 when a new larger one was built at 357 G St., Chula Vista. Frank Taylor purchased the 382 Del Mar Ave. for $4,000.00; the proceeds were used to build the new clubhouse. He converted the building at 382 Del Mar Ave. into a private residence as it remains today. It is an "L" shaped, one-story redwood building on a coruer lot that slopes away from the street. The stage used for the clubhouse is evident adjacent the living room as it is elevated slightly (one step up). The stage area is presently the dining roorm Exterior brick chimneys stand at each end of the main portion of the structure. The building has a rustic appearance, reminiscent ora mountain cabin. The wooden casement windows have been restored; the ontside wood siding stained a dark color and the fascia boards repaired. Features of the home include a low cross gable roof. wide eaves with exposed rafter ends. and vertical board and batten siding. We have attached and article fi.om the Nov. 19, 1981 STAR-N~EWS about the history of the Club and information about this structure. Mention about the clubhouse is also in the attached brief history of the Chula Vista Wornan's Club. It is evident that the building's exterior remains as it was originally. _. Structural alterations involve the conversion of this former clubhouse into a duplex residence by the division of the interior rooms in to two apartments. The exterior appearance is as it was originally. The physical condition oftkis property is good in our opinioa having been lovingly repaired and maintained by Mr. Madsen since our purchase of the property in t979. 7-/f &. P/-/-,,- A eR±mr HISTORY OF THE r}hq3LA VISTA WOMA~N'S CLUB The Chu!a Vista Woman's Club was organized on July !a, 1913 by a of 26 women. By Sept. 1913 the mem}ership was 78 ~d Mrs. H.J. Pe~o~d was its first president. From 1913-1916 the membership had ~ro~ lar6e to be ccomoda~ea zn ~.~e homes of the members so'from Sept. 1916 to 1922 the club rented various facilities in which to hold their meet- ings. By 1922 the ladies were consid~n6 buyin~ a clubhouse. T~ ~h~+ ....... '~-. _ ~ property on whic to =-~,, *~=y uona~eo property the corner of Del Mar & Madro~a Sts. fn Chula Vista and their first clubhouse was built. (That building [~' still there and is a duplex.) By 192? this clubhouse was to small for the club ~d plans were under- taken %o establish a buildin~ fund 'and Search for a suitable location on whic~ to build a new clubhouse. On July ltl, 1927 the club received a letter from Mr. Thcs. Howe 'containin~ ~ offer of two lots on-' the corner.of "G" St. & Garret Ave. - the site of the present clubhouse. The property was Offered as a gift subject to two conditions: (1) tha~ ~he Offer be acc~p~eQ within 60 days, ~d _ (2) that const~ction begin within one year from this date The old clubhouse was soldfor $4,000.00 ~h_ money sas aside to Sta~ a building fund. The club then voted to secure a b~ lo~u for $9000~00 ~d Start const~c~ion of the new club- house. By October 1928 tho c~ub~ ........... _ OK D~!l~n~ th= c~,,~. - -~%' ~,~ ..~uDnouse ~o the Comm~+-- U1]-~% -~ -. ~-~use was $13,88~.00 9h: ~ ~-~ ; ...... J. z'ne cos~ ~ne x e%~ re~ainln~ S~sh_Co~[~n~f ..l'ne present clubhouse ~s ~z~3 Ccuncm! of th= Cit~ ov ~y y~?n=~ee ~lsrorzc Szte No. ~2 b The Pim=~a ~ ~ ~,'~ - pay f~r~t~e bui!din6. !n 76~$~i~-by-zPe flub in 1930 to raise money expanoea ln%o a~. ~,~-~ =.-~ u~ club s~arted the R~se c~... . = ~ - ~u~= m~msers -OUsSl~e the club have = . , -. .ua -~ulules with4, ~ = . c!ubho~,~= ~"~l~u-ouzz~ tnezr o~m church ~-- ' ~'~- ~z~ey razsem ........ ~u, unuza Vista ~--- ~_ - ..... .~ noua~ CZub Legion ?or over 30 years ~he club has maintained a scholarhip . ~=ycees, 4u_30 Club, ~d the ~er[c~ _for graduating senior ~irls a~ the local high schools. For some 20 years %he club held mm ~unua! Teacher Apprecia¢i~ tea ~o reco~ize the con¢ri- ~u¢ion of %he teachers ~nd a~' ' ~ . z~rough tlne considerable eefo~Zs~fci°[s of,¢h[.locaL school dis%tic2 zm~act tlnat +x= ~ - j me zn~o oezng ~ our ....... -= ~- C nter ~ - - ~ ~=UO nas had o~ ~= ~ ~,~-~z~y. ~'.ne cul~ur~q v ~ u~_ c~unl~y has been considera .~ ~OAO =u ....... ble. had ~o be ditb~md~ -_ b_ ~e ~oo small 2o car~, ~ ~- c 1 *i~ March ~o~ ~_ r~ .. _ . organized ,,~ .... nmn~ 3ec~zon of the Chf,~ w.-- ,., . ~h= ~ ~3~= uno supervision tho %~. =~"~=. '~=~= -oman'.s Club was i ~ ~=ou O~zlCers OS =u_ -. ,,~ ~n= ~nen CIUD presiden~ VaS%a Dewolf ~ecretary, ~d Tr=~ _,unu secI10~ were: J~e U~n~ o= ~ e. push rln~clsl Sec~+__. ~_' nm. ~orothy Ba~er, members of %he Section ~d of ~hose 29 members there are 5 remainin~ ~ ~=~=~- 'znere were 29 charter char%er members in %h'e club: E!izabeth O~lli~an, Mildred Lecky, .__ Kathryn 0berschuite, Dorothy Ba~er, ~d Jane un, er. SHL UT~: A 492840 a 3611120 HISTORIC RESOURCFS INVENTORY C D IDENTIFICATION Old Ct'ubhouse Bui!dinc 3. $:r~:or~raladdre~: 382-384 Del Mar Avenue' C~ Chula Vista ~D ~ ~un~ San Diego 4. Parcel mumDer: 568-350-10 5. ~r~sentOwner: John R. & u= .... 11_ M. Madsen Address;,, 270 Madrona Street ,c;~ Chu!a V_=_a 92010 Z~D Owne~niO is: PuOiic . Pfivat~ X S Presen= Use: residential Original use: residential D ESC~ {PTION Lezal: ~: V~ ~ ~= Tot NC 2, ~ ~ ' ...... c= !0, B!k This one st. ~' ' c ~ redwood cu.!ex s~ands on a corner !o~ that s!omes s=_e_~. The main part of the bui!~ing faces the sureem with a wing a~ ~%= fichu end =v~=~-~ anc!e Eeauures of -he home include = ..... ~ cross gable roof, wiie eaves wiuh exposed raft_= - ~- _ ==~ =n~=, .... vertical board and ba~en .... ng ..... facade nas a door au each end. Windows are usually zaired wooden ca=__.,_~.~_-=..-.~ exterior brick chimn=v s~ands eno of the maln portion cz the snructure. The DU!!CZng has a ~astic appearance, reminiscent cf a mou,~-=-~i_ cabin a duplex residence. E~imat_,~:l, ] o 9 '~ Famuai Frontage 12. Oate{sl of 1985 13. C~ndi~ion: :-~c~tlen; ~, Good __ Fair Demr~orated __ No longer in exi~en~ -- ]4. Alterations: conversion from c!~house into a duplex ~ 5. Surroun~n~: {~ mom ~ one if n~) O~n land S~er~ buildin~ D~iy built-up X R~ident~a] X }~at __~mm~c~al __~her: 1 6. ~rea~ to ~e: No~ ~ X ~vate d~eloDmenT ~ning Vandali~ Pubilc Wor~ proj~ ~er: ~ 7. Is ~e ~re: On [~ originaJ si~e? ~ Move? ~ Unknown? ~8. Relat~ fea~r~: .. carafe, trees, shrubs SIGNIFI~NCE 19. ~r~e~y ~e h~or~J ~d/or a~it~l ~m~an~ (~ndude dazes, events, and ~ =~az~ w~ ~e site.) in 1922, Louise Pray donated the land on which this buildinq now stands ~o the Chula Vista Woman's Club. By 1923, the clubhouse had been constructed, but the me~ership soon grew so large that before long a move was necessary. [n !92S, Frank A. Taylor purckased the clubhouse for $4,000 and converted it into a residence. The money raised by the sale went into the building fund for const~action cf the present clubhouse at 357 "G" Street. The Chuia Vista Woman's Club was organized on July 14, !~!3, and since that time kas been an important organization in Chula Vista. This bui!d~n~ is significant as the foyer clubhouse of the Chula Vista Woman's Club an~ as an interestinq and rustic ex~mp!e cf the Craftsman style. Locational ske~--'~ mao (draw and la,el si~ and ~r~unding ~r~. roads, and ~mminen: landmark~): Main ~e of the hi,rio r~u~: (If more ~an one ~s ~k~. numar in o~er of ~nomi~:lnd~at ~lo~ion~lemen~ Gov~m~ Miii~ R~lig~n ~/Ed~ion Chula Vista & Co.unity, Kr~ntz CV Tax Assessment Rolls City ~directories CVHS 5u!!etin, Nov !9S4 C~ Chu!a Vista RESOLUTION NO. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA PLACING THE HOUSE LOCATED AT 382/384 DEL MAR AVENUE, THE FIRST WOMAN'S CLUBHOUSE, ON THE CITY OF CHULA VISTA'S LIST OF HISTORIC SITES IN ACCORDANCE WITH MUNICIPAL CODE SECTION 2.32.070(A). WHEREAS, the First Woman's Clubhouse is a Craftsman style duplex located at 382/384 Del Mar Avenue in the City OfChula Vista (APN 568-350-10-00) constructed in 1923; and WHEREAS, staff received communication from the property owners, John and Danielle Madsen, requesting that the First Woman's Clubhouse be designated as a historical site on the City ofChula Vista List of Historic Sites; and WHEREAS, State of California Historic Eligibility Criteria requires that a site be found significant at a local, state, or national level, under one or more of the criteria for designation; and WHEREAS, the Resource Conservation Commission determined that the First Woman's Clubhouse meets three of the local criteria for designation because of its important relationship to the history of Chula Vista (Criterion 3), it continues to exhibit distinguishing architectural characteristics (Criterion 4), and the physical integrity of the original features of the house sufficiently conveys its historical value (Criterion 6); and WHEREAS, the Resource Conservation Commission at their regular meeting on August 19, 2002 voted 6-0-1-0 (with Commissioners Chavez abstaining) to recommend that the City Council place the First Woman's Clubhouse on the City of Chula Vista List of Historic Sites; and WHEREAS, the Environmental Review Coordinator has determined that this project is exempt per the California Environmental Quality Act (CEQA), Section 15331, Class 31, Historical Resources Restoration and Rehabilitation. NOW, THEREFORE, BE IT RESOLVED that the City Council adopts the Resource Conservation Commission and city staff's findings on the proposed historic designation and does hereby approve of placing the First Woman's Clubhouse, 382/384 Del Mar Avenue, on the City of Chula Vista List of Historic Sites. Presented by: Approved as to form by: D~{,~ ,,-..... John M. Kaheny City Attorney Robert A. Leiter Director of Planning & Building 7-/' COUNCIL AGENDA STATEMENT Item: ~ Meeting Date: 9/17/02 ITEM TITLE: Resolution authorizing the Recreation Director to increase the hours of operation of Norman Park Cenler/a~ccommodate a request by Chula Vista Adult School and amending t~ F~Y 0~budget by appropriating $2,300 in unanticipated revenue ~z_/,~, J) BY: City Manag~:~ L,..__/ 4/5ihs Vote: (Yes X No .) REVIEWED Currently the Norman Park Center is open until 10:00PM on the first Thursday af the each month and closes to the public at 4:00 PM on the remaining Thursdays. The Chula Vista Adult School, aperated by the Sweetwater Union High School District, is proposing to offer two classes on Thursday nights at Norman Park Center. The Adult School will provide the City with a minimum of $2,300 annually to offset all increased staffing costs and increased utility costs. STAFF RECOMMENDATION: That the Council adopt the resolution authorizing the Recreation Director to increase the hours of operation at Norman Park Center and amending the FY 03 budget by appropriating $2,300 in unanticipated revenue from the Chula Vista Adult School. BOARDS/COMMISSIONS RECOMMENDATION: N/A DISCUSSION: Norman Park Center staff has begun to program for "baby boomers" in addition to its existing clientele.~ The process has been a delicate one because "older" seniors have difficulty with changing the rooms, time or day for their long-standing activities. Norman Park Center is heavily utilized and new programs have been added only where there is existing space available. Often the times for which the building is available are not compatible with when the majority of working "baby boomers" can utilize the facility. Lunchfime and evening hours are needed to program for this population. The Adult School proposes to offer two classes geared to "baby boomers" that would accommodate up to 120 participants, and would charge for them, generating a minimum of $1,150 per semester.2 The anticipated revenue from these classes would be a minimum of $2,300 annually. Revenue is dependant on class registration. This proposal would increase the annual hours of operation of Norman Park Center by 117 hours. In addition to opening the Center for new Adult School programs, the current groups that utilize the facility on the first Thursday of each month would be able to increase the space they have for their groups by meeting on different Thursdays throughout the month. Additional programming can be accommodated as well. 'There is a need for additional programming for this population, as the SANDAG 2000 census projects an increase of 128% for this Chula Vista 50-65 age population group by 2010. 2 The Adult School currently offers free classes at Norman Park Center in the daytime and evenings and does not pay for use of the Center since the Center is open during those times. Item: ~ Meeting Date: 09/17/02 FISCAL I/~PACT: The Chula Vista Adult School will reimburse the City a minimum of $2,300 annually to utilize the facility on Thursday nighls. Based on anticipated staffing requirements and utility projections, this minimum amount represents a 100% revenue offset of both increased staffing costs of $1,520 (]nd projected increased utility costs of $780. RESOLUTION NO. 2002- RESOLUTION OF THE CITY COUNCIL OF THE CHULA VISTA AUTHORlZING THE RECREATION DIRECTOR TO INCREASE THE HOURS OF OPERATION OF NORMAN PARK CENTER TO ACCOMMODATE A REQUEST BY CHULA VISTA ADULT SCHOOL AND AMENDING THE FY 03 BUDGET BY APPROPRIATING $2,300 IN UNANTICIPATED REVENUE WHEREAS, currently the Norman Park Center is open untillO:OOPM on the first Thursday of the each month and closes to the public at 4:00 PM on the remaining Thursdays; and WHEREAS, the Chula Vista Adult School, operated by the Sweetwater Union High School District, is proposing to offer two classes on Thursday nights at Norman Park Center; and WHEREAS, the Adult School will provide the City with a minimum of $2,300 annually to offset all increased staffing costs and increased utility costs; and NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Chula Vista does hereby authorize the Recreation Director to increase the hours of operation of Norman Park Center to accommodate a request by Chula Vista Adult School. BE IT FURTHER RESOLVED that the FY 03 Budget is hereby amended by appropriating $2,300 in unanticipated revenue from the Chula Vista Adult School.. Presented by Approved as to form by Buck Martin Director of Recreation ~ 7. (L...... John M. Kaheny City Attorney J:/attomey/reso/Norman park hours f3 COUNCIL AGENDA STATEMENT Item No. Meeting Date: 09/17/02 ITEM TITLE: RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA AMENDING THE APPENDIX TO THE LOCAL CONFLICT OF INTEREST CODE Susan Bigelo!'CMC/AAE, City Clerk John Kaheny, City AttorneytJ1¿ The Political Reform Act requires every local agency to review its Conflict of Interest Code biennially to determine if it is accurate or, alternatively, that the Code must be amended. The City Attorney and City Clerk have reviewed the Code on behalf of City staff, all departments of the City, and designated City boards and commissions; and have determined that amendments to the Appendix of the Code are necessary. The proposed Resolution adopts an amended Appendix to the Code and lists the officials and designated employees of the City who are required to file periodic statements of economic interest and the disclosure categories under which each such official and designated employee is required to file. SUBMITTED BY: RECOMMENDATION: Council adopt the Resolution. BOARDS AND COMMISSION RECOMMENDATION: None. BACKGROUND: On March 21, 2000, the Council adopted Ordinance No. 2807, adopting by reference the standardized conflict of interest code contained in Title 2 of the California Code of Regulations, Section 18730, and any amendments thereto which are adopted by the Fair Political Practices Commission. The Ordinance requires that the Council set forth by Resolution the officials and designated employees who are required to file statements of economic interests and the disclosure categories under which each such official and designated employee shall file. The Political Reform Act requires every local agency to review its Conflict of Interest Code biennially to determine if it is accurate or, alternatively, that the Code must be amended. By Resolution No. 2002-206, the Council directed the City Clerk and the City Attorney to perform said review, and it has been determined that the Appendix to the Code requires amendments to reflect new and amended job titles for certain positions and to delete certain positions which do not meet the criteria for designated employees. Adoption ofthe proposed Resolution will amend the Appendix to the local Conflict ofInterest Code accordingly. FISCAL IMPACT: None. 9~/ "..._,__u._.~ __.....___.__......_.... _,.. ..____,' _..._ RESOLUTION NO. 2002- RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA AMENDING THE APPENDIX TO THE LOCAL CONFLICT OF INTEREST CODE WHEREAS, the Political Reform Act, Government Code Sections 8100 et seq., requires local government agencies to adopt and promulgate conflict of interest codes; and WHEREAS, the City Council adopted Ordinance No. 2807, adopting by reference the standardized conflict of interest code contained in Title 2 of the California Code of Regulations, Section 18730, and any amendments thereto which are adopted by the Fair Political Practices Commission; and WHEREAS, the Political Reform Act requires every local agency to review its Conflict of Interest Code biennially to determine if it is accurate or, alternatively, that the Code must be amended; and WHEREAS, as directed by the City Council, the City Attorney and the City Clerk have reviewed the Code on behalf of City staff and all departments of the City and designated City commissions and boards and have determined that amendments to the Appendix of the Code are necessary. NOW, THEREFORE, BE IT AND IT IS HEREBY RESOLVED by the City Council ofthe City ofChula Vista that the list of officials and designated employees of the City ofChula Vista who are required to file periodic statements of economic interests, and the disclosure categories under which each such official and designated employee is required to file, are shown on Exhibit "A," attached hereto and made a part hereof. Presented by Approved as to form by ~d.J-.I~'t ..1..--' City Clerk Ci / PASSED, APPROVED, and ADOPTED by the C· Council of the City ofChu a this 10th day of September, 2002, by the following vote: AYES: Councilmembers: NAYS: Councilmembers: ABSENT: Councilmembers: Shirley Horton, Mayor ATTEST: Susan Bigelow, City Clerk c(-þ EXHIBIT "A" DESIGNATED EMPLOYEES REQUIRED TO FILE UNDER STATE LAW ANDIOR THE CITY OF CHULA VISTA CONFLICT OF INTEREST CODE DISCLOSURE CATEGORIES Mayor and City CouncillMembers ofthe Redevelopment Agency All Candidates for Elective Office All Planning Commission Members All City Manager/Executive Director of the Redevelopment Agency All City Attorney/Redevelopment Agency Attorney All Assistant De/lllt) City Manage! FiftMlBe/Redevelopment Agency Chief Financial Officer All Assistant and Deputy City Managers 1,2,7 All other Department Heads Chief of Police City Clerk Director of Building & Park Construction Director of Community Development Director of Human Resources Director of Management & Information Services Director ofPadm & Recreation Director of Planning and Building Director of Public Works Executive Director of the Nature Interpretative Center Fire Chief 1,2,7 All other Assistant and Deputy Department Heads Assistant Chief of Police Assistant City Clerk Assistant Director of Building & Housing Assistant Director of Community Development Assistant Director of Finance.'R"de . elôl'lI'Ien! f<gen!} IH. estô! Assistant Director of Human Resources Assistant Director of Planning Assistant Director of Recreation Assistant Library Director Building Proiects Manager Deputy Director of Parks 1,2,7 9-3 , Underline ~ additions Double strike-out ~ deletions All other Assistant and Deputy Department Heads (Continued) Deputy Director of Public WorkslCity Engineer Deputy Director of Public Works/Operations Deputy AßsistaHt Fire Chief Senior Assistant City Attorney 1,2,7 Administrative Services Manager 1,2,7 Assistant City Attorney 1,2,7 Assistant Transit Coordinator 5, 7 Assistant to Mayor and City Council All Benefits Manager 6 Building and Housing InspectorlCode Enforcement Officer I, II & III 3,7 Böilding Plôjßets SU138I. Íßôi J, §, f; Building Services Superintendent 3,5,6 Business Office Manager 5 Buyer 1,7 Civil Engineer 3,4,5 Code Enforcement/Permit Manager 3,44 Collections Supervisor 2,4,7 Council Assistant III All Deputy Building Official 3,6,7 Deputy City Attorney 1. II, III 1,2,7 Deputy City Clerk 1,2,7 Director of Budget & Analysis 1,2,4,5,7 Economic Development Manager 3,4,6,7 Educational Services Manager 3,4,6,7 Environmental Project Manager 3,4,6,7 Exhibit "A" - Page 2 9-1 9/2002 Underline ~ additions Double strike-out ~ deletions Environmental Review Coordinator 3,4,6,7 Fire Marshal 3,6 Fiscal Operations Manager 1,2,7 Fleet Manager 5,6 General Plan Project Manager 1,2,3,4 Housing Coordinator 3,4,7 Intergovernmental Affairs Coordinator 5,6,7 Manager of Organizational Development & Training 1,2,7 Open Space Coordinator 4,6 Op~fi Spaß8 IRo~eJJtöf 1, ~ Planning and Environmental Manager 3,4,6,7 Plans Check Supervisor 3,4 Plans Examiner 1,2,7 Police Captain 1,2,7 Principal Community Development Specialist 3,4,6,7 Principal Landscape Architect 3,4 Principal Management Assistant 5,7 Principal Planner 1,2,4,7 Public Information Coordinator 4,5 Public Works Inspector I & II 3,4 Purchasing Agent 1,7 Redevelopment Coordinator 3,4,6,7 Risk Manager 1,7 Senior Accountant 3 Exhibit "A" - Page 3 9/2002 9-5' Underline = additions Double strike-out ~ deletions Senior Assistant City Attorney Senior Building Inspector Senior Buyer Senior Civil Engineer Senior Code Enforcement Officer Senior Community Development Specialist Senior Economic Development Specialist Senior Planner Senior Plans Examiner Senior Public Works Inspector Special Operations Manager Special Planning Proiects Manager Special Projects Manager Transit Coordinator Treasury Manager Exhibit "A" - Page 4 1,2,7 3, 7 1,7 3,4,5 3,;¡ ~ 3,4,6,7 3,4,6,7 1,2,4,7 3,4 3,4 3,4,6,7 1,2,7 1,2,7 5,7 1,2,7 9-0 9/2002 Underline = additions Double strike-out ~ deletions Board of Appeals and Advisors Members 2,5 Board of Ethics Members 1,2,7 Board of Library Trustees 2,6,7 Charter Review Commission Members 1,2,7 Civil Service Commission Members 3 Design Review Committee Members 2,4,7 Economic Development Commission Members 1,2,7 Growth Management Oversight Commission Members 2,4 Mobilehome Rent Review Commission Members 1,2,7 Resource Conservation Commission Members 2,4,7 Town Centre Project Area Committee Members 3,7 Consultants* & Hearing Examiners All* * Consultants shall be included in the list of designated employees and shall disclose pursuant to the broadest disclosure category in the code, subject to the following limitation: The City Manager may determine, in writing, that a particular consultant, although a "designated position," is hired to perform a range of duties that is limited in scope and thus is not required to fully comply with the disclosure requirements in this section. Such written determination shall include a description of the consultant's duties and, based upon that description, a statement of the extent of disclosure requirements. The City Manager's determination is a public record and shall be retained for public inspection in the same manner and location as the Conflict ofInterest Code. Exhibit "A" - Page 5 9/2002 9-7 COUNCIL AGENDA STATEMENT Item I E~ Meeting Date 9/17/02 ITEM TITLE: Resolution Amending the 2002/2003 Budget to purchase an additional vacuum truck and related equipment for the maintenance and cleaning of the storm drain inlets and pipes, as required by the NPDES Mtmicipal Permit and appropriating $250,000 from the un-appropriated balance of the Public Facilities Development Impact Fee Fund; SUBMITTED BY: Director of Public Works~ REVIEWED BY: City Man~\xq~,~/r..~ ~'-~.~ ~ths Vote: Yes X No ) On February 21, 2001, the San Diego Regional Water Quality Control Board adopted the new National Pollutant Discharge Elimination System (NPDES) permit, Order No. 2001-01. Pursuant to the Federal Clean Water Act, and the California Porter-Cologne Water Quality Control Act, and in compliance with said Permit, 18 municipalities of San Diego County (including Chula Vista), as well as the San Diego Unified Port District and the County of San Diego, collectively referred to as the Copermittees, are mandated to maintain compliance with the requirements of the Permit by implementing various tasks set out in that Permit. RECOMMENDATION: That Council adopt the Resolution amending the 2002/2003 Budget to purchase an additional vacuum truck and related equipment for the maintenance and cleaning of the storm drain inlets and pipes, as required by the NPDES Municipal Permit, and appropriating $250,000 from the un-appropriated balance of the Public Facilities Development Impact Fee Fund. DISCUSSION: The Permit specifies that the Copermittees should implement a schedule of maintenance activities for the municipal separate storm sewer system (storm drainage systems), including inspection and removal of accumulated waste between May 1 and September 30 of each year and additional cleaning as necessary between October 1 and April 30 of each year. Currently one vacuum truck, with a crew of two is tasked with cleaning storm drains on a full time basis. On average, between three (3) to six (6) inlets and the connecting storm drainpipes can be cleaned per day. However, considering that there are over 3,500 storm drain inlets, and approximately 180 miles of storm sewer pipes in Chula Vista, the addition of a second vacuum truck to the storm drain cleaning unit is needed to address the Permit requirements. Item /~ Meeting Date 9/17/02 Staff is finalizing a plan for additional NPDES related expenditures. Those proposed expenditures include the creation of two (2) new "Storm Water Management Compliance Inspectors". the purchase of needed equipment for those positions, funding of the staff to operate the truck being authorized by this Resolution and the establishment of a new "NPDES Construction Inspection Fee. This plan is nearly complete and will be forwarded to Council for its consideration in early October 2002. Staff believes it is prudent to accelerate the authorization of the purchase of the new vacuum truck due to the long duration of time that will elapse between the ordering of the truck and its delivery. The duration of this time is roughly six months and can be longer. FISCAL IMPACT: The purchase of this truck will be funded by the un-appropriated balance of the Public Facilities Development Impact Fee. Future maintenance costs and planning for the truck's eventual replacement will be budgeted as part of the Public Works Department/Operations Division's annual vehicle maintenance/replacement program. The crew which will staff the new vacuum truck will be funded in the future by the Storm Drain Revenue to the extent that it is available and lacking that, by general funds. It is anticipated that while the crew positions will be authorized with the above discussed NPDES expenditure plan, the positions will not actually be filled until approximately one (1) month prior to the vacuum truck's delivery. File No. 0780-70-KY181 J: \EngineerXAGENDA\ Vacuum Truck A 113. doc 09/10/2002 4:57 PM RESOLUTION NO. 2002- RESOLUTION OF THE CITY COUNCIL OF THE CHULA VISTA AMENDING THE 2002/2003 BUDGET TO PURCHASE AN ADDITIONAL VACUUM TRUCK AND RELATED EQUIPMENT FOR THE MAINTENANCE AND CLEANING OF THE STORM DRAIN INLETS AND PIPES, AS REQUIRED BY THE NPDES MUNICIPAL PERMIT AND APPROPRIATING $250,000 FROM THE UNAPPROPRIATED BALANCE OF THE PUBLIC FACILITIES DEVELOPMENT IMPACT FEE FUND WHEREAS, on February 21, 2001, the San Diego Regional Water Quality Control Board adopted the new National Pollutant Discharge Elimination System (NPDES) permit, Order No. 2001-01; and WHEREAS, pursuant to the Federal Clean Water Act, and the California Porter- Cologne Water Quality Control Act, and in compliance with said Permit, 18 municipalities of San Diego County (including Chula Vista), as well as the San Diego Unified Port District and the County of San Diego, collectively referred to as the Copermittees, are mandated to maintain compliance with the requirements of the Permit by implementing various tasks set out in that Permit; and WHEREAS, the Permit specifies that the Copermittees should implement a schedule of maintenance activities for the municipal separate storm sewer system (storm drainage systems), including inspection and removal of accumulated waste between May 1 and September 30 of each year and additional cleaning as necessary between October 1 and April 30 of each year; and WHEREAS, currently one vacuum truck, with a crew of two is tasked with cleaning storm drains on a full time basis, however, considering that there are over 3,500 storm drain inlets, and approximately 180 miles of storm sewer pipes in Chula Vista, the addition of a second vacuum truck to the storm drain cleaning unit is needed to address the Permit requirements. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Chula Vista does hereby amend the 2002/2003 budget to purchase an additional vacuum truck and related equipment for the maintenance and cleaning of the storm drain inlets and pipes, as required by the NPDES Municipal Permit. BE IT FURTHER RESOLVED that the amount of $250,000 is hereby appropriated from the unappropriated balance of the Public Facilities Development Impact Fee Fund. Presented by Approved as to form by John P. Lippitt Director of Public Works ¿"- ~ J:lattomey/reso/vacuum truck /0 -.3 Item ][ Meeting Date 9/17/02 COUNCIL AGENDA STATEMENT ITEM TITLE: A) Resolution Approving Final Map of Chula Vista Tract No.01-07, Cedar Park Subdivision, Accepting on Behalf of the City of Chula Vista Public Streets and Easements Granted on Said Map within Said Subdivision, and approving the Subdivision Improvement Agreement for the Completion of Improvements Required by Said Subdivision, and Authorizing the Mayor to Execute Said Agreement. B) Resolution Approving the Supplemental Subdivision Improvement Agreement for Chula Vista Tract No. 01- 07, Cedar Park Subdivision. SUBMITTED BY: Director of Public Work~ ~n ~J'~ 2W4~sD0~l~ :bY R~i tolu~J~l._ 2~ C~/~y~,-~1 ~'~ ~;ouncil approv(iJi2~; Map for Chula Vista Tract 01-07, Cedar Park (Attachment 1). The Final Map, Subdivision Improvement Agreement, and Supplemental Subdivision Improvement Agreement are now before City Council for consideration and approval. BOARDS/COMMISSIONS RECOMMENDATION: Not applicable. RECOMMENDATION: That Council approve the Resolutions approving: A) the Final Map and Subdivision Improvement Agreement, and B) the Supplemental Subdivision Improvement Agreement. DISCUSSION: The Cedar Park Subdivision is generally located South of 'L' Street between Broadway and Fifth Avenue on Cedar Avenue. The final map for the subdivision conslsts of twelve (12) single-family lots. A plat of the subdivision is presented in Attachment 2. The final map for said subdivision has been reviewed by the Department of Public Works and found to be in substantial conformance with the approved Tentative Map. Approval of the maps constitutes acceptance by the City of all sewer and tree planting easements within the subdivision. Approval of the map also constitutes acceptance, on behalf of the public, a portion of Cedar Avenue. The developer has executed a Supplemental Subdivision Improvement Agreement, which includes the following provisions: Item Meeting Date 9/17/02 I. In satisfaction o fCondition No. 20 of Resolution 2001-237, the Developer agrees to: Comply with all provisions of the National Pollutant Discharge Elimination System CNPDES) and Clean Water Program during and aRer all phases of the development process, including but not limited to rough grading, construction of street and landscaping improvements, and the construction of dwelling units. 2. In satisfaction of Condition No. 29 of Resolution 2001-237 the Developer agrees to defend, indemnify and hold harmless the City and its agents, officers, and employees, from any claim, action or proceeding against the City, or its agents, officers or employees to attack, set aside, void or annul any approval by the City, including approval by its Planning Commission, City Council or any approval by its agents, officers, or employees wit regard to this subdivision pursuant to Section 66499.37 of the State Map Act provided the City promptly notifies the subdivider of any cia/m, action or proceeding and on the further condition that the City fully cooperates in the defense. 3. In satisfaction o f Condition No. 30 of Resolution 2001-237, the Developer agrees to hold the City harmless from any liability for erosion, siltation or increase flow of drainage resulting from this project. 4. In satisfaction of Condition No. 31 of Resolution 2001-237 the Developer agrees to ensure that all franchised cable television companies ("Cable Company") are permitted equal opportunity to place conduit and provide cable television service to each lot within the subdivision. Restrict access to the conduit to only those franchised cable television companies who are, and remain in compliance with, all of the terms and conditions of the franchise and which are in further compliance with all other rules, regulations, ordinances and procedures regulating and affecting the operation of cable television companies as same may have been, or may from time to time be issued by the City of Chula Vista. 5. In satisfaction of Condition No. 34 of Resolution 2001-237 the Developer agrees to provide either a 20-foot driveway with 6-inch reinforced concrete, or a fire sprinkler system to any home located more than 150 feet from the street to half the distance around the rear of the home. 6. In satisfaction of Condition No. 35 of Resolution 2001-237 the Developer agrees to comply with all applicable sections of the Chula Vista Municipal Code and to prepare the Final Map and all plans in accordance with the provisions of the Subdivision Map Act and the City of Chula Vista Subdivision Ordinance and Subdivision Manual. 7. In satisfaction of Condition No. 37 of Resolution 2001-237 the Developer agrees to complete all conditions of approval to the satisfaction of the Director of Planning and Building prior to any use of the project site or issuance of building permits. 8. In satisfaction of Condition No. 42 of Resolution 2001-237, prior to issuance of building pemfits, the Developer agrees to come to an agreement with the Sweetwater Union High Meeting Date 9/17/02 School District, who is requesting that the project be annexed into the Community Facility District No. 10. 9. In satisfaction of Condition No. 43 of Resolution 2001-237, prior to issuance of building permits, the Developer agrees to pay all school fees and come to an agreement with the Chula Vista Elementary School Distr/ct who is requesting that the developer annex the project into their new generic Community Facility District No. 10. 10. in satisfaction of Condition No. 46 of Resolution 2001-237 the Developer agrees to comply with 1998 Energy requirements, 1998 Uniform Building Code, Uniform Mechanical Code, Uniform Plumbing Code, and 1998 National Electrical Code. Environmental On July 24, 2001, the City Council approved the Mitigated Negative Declaration for the Cedar Park Subdivision based on the recommendations of the City's Environmental Review Coordinator. The developer has executed a Subdivision Improvement Agreement and has also provided bonds to guarantee construction of the required public improvements and the subdivision monumentation and benchmarks. The developer has paid all applicable fees. Please note that the developer's disclosure statement, excerpt of City Council minutes pertaining to approval of the Tentative Subdivision Map are included as Attachments 3 and 4, respectively. FISCAL 1MPACT: None to the City. All staffcosts associated with processing of improvement plans and final map will be reimbursed from developer deposits. Attachments: 1. Resolution 2001-237 2. Cedar Park Location Map/Subdivision Plat 3. Developer's Disclosure Statement 4. Excerpt of Minutes for 7/24/01 BVH J:\ENGINEER\aGENDA\EY422FINA LMAPCVT01-07.doc File No. 0600~80~EY-422 ATTACHMENt", / ---, 3587 RESOLUTION NO. 2001-237 RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA APPROVING AND IMPOSING CONDITIONS OF THE TENTATIVE SUBDIVISION MAP FOR CEDAR PARK, A 2.43-ACRE TWELVE LOT SUBDMSION FOR SINGLE-FAMILY DWELLING UNITS LOCATED AT THE SOUTHERN TERMINUS OF CEDAR AVENUE, CHULA VISTA TRACT NO. CVT 01-07 I. RECITALS A. Project Site WHEREAS, the area of land commonly known as "Cedar Park" Tentative Subdivision Map (PCS-01-07), Chula Vista Tract No. 01-07, which is the subject matter of this resolution, and is diagrammatically represented in Exhibit "A" attached hereto and incorporated herein by this reference; and for the purpose of general description herein consists of 2.43 acres located at the southern terminus of Cedar Avenue, between Broadway and Fifth Avenues, located within a single-family residential zone (R-l-7), within the Montgomery Specific Plan area with a Land Use Designation of Low/Medium Density Residential (6 11 dwelling units per acre), and within the General Plan Land Use Designation of Low Medium Residential (6 - 11 dwelling units per acre), consisting of APN 618-061-2300 ("Project Site"); and B. Project; Application for Discretionary Approval WHEREAS, on February 8, 2001, Jeffrey Bender, a.k.a. TNT Services, Inc. ("Developer") filed a tentative subdivision map application with the Planning Division of the City of Chula Vista and requested approval of the Tentative Subdivision Map (PCS-01-07) known as "Cedar Park," Chula Vista Tract No. 01-07, in order to subdivide the project site into twelve single-family residential lots ("Project"); and C. Environmental Determination WHEREAS, the Resource Conservation Commission determined that the Initial Study prepared by the Environmental Review Coordinator was adequate and recommended adoption of a Mitigated Negative Declaration on May 14, 2001, in compliance with the Califomia Environmental Quality Act. The Planning Commission recommended adoption of the same Mitigated Negative Declaration on June 27, 2001. D. Planning Commission Record on Application WHEREAS, the Planning Commission held an advertised public hearing on the said project on June 27, 2001 and voted 7-0 to recommend that the City Council approve the Project 3568 Resolution 2001-23 ? Page 2 based on the findings and subject to the conditions listed below in accordance with Planning Commission Resolution PCS-01-07; and E. City Council Record on Application WHEREAS, a duly called and noticed public hearing was held at the time and place as advertised on .luly 24, 2001 in the Council Chambers, 276 Fourth Avenue before thc City Council of the City of Chula Vista; to receive the recommendation of the Planning Commission. and to hear public testimony with regard to thc Projec:, and said hearing was thereafter closed. NOW, THEREFORE, BE IT RESOLVED that the City Council does hereby find, determine, and resolve as follows: II. PLANNING COMMISSION RECORD The proceedings and all evidence on thc project introduced before the Planning Commission at their public hearing on this project held on June 27, 2001 and the minutes and resolution resulting therefrom, are hereby incorporated into the record of this proceeding. IlI. CERTIFICATION OF COMPLIANCE WITH CEQA The City Council docs hereby find that the environmental determination of the Environmental Review Coordinator, the Resource Conservation Cormmission, and the Planning Commission was reached in accordance with requirements of the California Environmental Quality Act, the State EIR Guidelines, and the Environmental Review Procedures of the City of Chula Vista. IV. INDEPENDENT JUDGMENT OF CITY COUNCIL The City Council finds that the Mitigated Negative Declaration reflects the independent judgment of the City Council of the City of Chula Vista and hereby adopts the Mitigated Negative Declaration and the Mitigation Measures set forth therein, a copy of which is on file in the Office of the City Clerk. v. INCORPORATION OF MITIGATION MEASURES Thc City does hereby adopt and incorporate herein as conditions for this approval all applicable mitigation measures, as set forth in the Environmental Docnmcnt I$-01-040. vi. TENTATIVE SUBDIVISION MAP FINDINGS A. Pursuant to Government Code Section 66473.5 of the Subdivision Map Act, the City Council finds that "Cedar Park" Tentative Subdivision Map (PCS-01-07), Chula Vista Tract No. ~ ~ ~ r ' 3569 Resolution 2001-237 Page 3 01~07, as conditioned herein is in conformance with the various elements of the City's General Plan based on the following: 1. Land Use The General Plan Land Use Designation is Low Medium Residential (6 - 11 dwelling units per acre). The Montgomery Specific Plan Land Use Designation is Low/Medium Density Residential (6 - 11 dwelling units per acre). The proposed 12-lot subdivision is within the allowable density and permitted number of dwelling units. Therefore, as conditioned, the Project is in substantial compliance with the City's General Plan, and the Montgomery Specific Plan. 2. Circulation All of the on-site and off-site public streets required to serve the subdivision will be constructed or paid for by the developer in accordance with the Conditions of Approval. Thc public streets within the Project will be designed in accordance with the City design standards and/or requirements and provide for vehicular and pedestrian connections with adjacent streets. 3. Housing The housing provided within the Project will be market-rate housing. The Project will provide additional single-family home ownership opportunities in an established western Chula Vista neighborhood, within the Montgomery Specific Plan area. 4. Conservation The Project site is known to have significant environmental impacts, which are addressed by the mitigation measures. The mitigation monitoring and reporting program is incorporated into the conditions of approval. 5. Parks and Recreation, Open Space The Project will be required to pay park acquisition and development fees prior to approval ora final map. The individual lots possess large rear yard areas. 6. Seismic Safety The Project is in conformance with the goals and policies of the Seismic Element of the General Plan for this site. The site is not located adjacent to an identified or inferred geologic fault. 3570 Resolution 2001-237 Page 4 7. Safety The Project is within the General Plan standard for response time of both Police and Fire services. The emergency services agencies have reviewed the proposed subdivision for conformance with City safety policies and have determined that the proposal meets the City Threshold Standards for emergency services. 8. Noise The Project will be required to meet the residential standards of the General Plan's Noise Element and Municipal Code. The dwelling units will be required to meet the Uniform Building Code standards with regard to acceptable interior noise levels. 9. Scenic Highway The Project does not abut a scenic route or gateway 10. Bicycle Routes The public street within and adjoining the Project does not included a designated bike - route. 11. Public Buildings No public buildings are planned or proposed for the Project. B. Pursuant to Government Code Section 66412.3 of the Subdivision Map Act, the Council certifies that it has considered the effect of this approval on the housing needs of the region and has balanced those needs against the public service needs of the residents of the City and the available fiscal and environmental resources. C. Pursuant to Goverrffnent Code Section 66473.1 of the Subdivision Map Act, the configuration, orientation, and topography of the site allows for the optimum siting of lots for natural and passive heating and cooling opportunities and that the development of the site will be subject to site plan and architectural review to insure the maximum utilization of natural and passive heating and eoollng opportunities. D. The site is physically suitable for residential development and the proposal conforms to all standards established by the City for such projects. E. The conditions herein imposed on the grant of permit or other entitlement herein contained is approximately proportional both in nature and extent to the impact created by the proposed development 3571 Resolution 2001-237 Page 5 BE IT FURTHER RESOLVED That the City Council does hereby approve the Project subject to the general and specific conditions set forth below: VI1. GENERAL CONDITIONS OF APPROVAL The approval of the foregoing Project is hereby conditioned as follows: Environmental: 1. All unpaved construction areas shall be sprinkled with water or other acceptable dust control agents during dust-generating activities to reduce dust emissions. Additional watering or dust control agents shall be applied during dry weather or windy days until dust emissions are not visible. 2. Trucks hauling dirt and debris shall be properly covered to reduce windblown dust and spills. 3. A 20-miles per hour (MPH) speed limit on unpaved surfaces in connection with the project shall be enforced. 4. On dry days, dirt and debris spilled onto paved surfaces shall be swept up immediately to reduce re-suspension of particulate matter caused by vehicle movement. Approach routes to construction sites shall be cleaned daily of constxuction-related dirt in dry weather. 5. On-site stockpiles of excavated material shall be covered or watered. 6. Disturbed areas shall be hydro-seeded, landscaped, or developed as quickly as possible and as directed by the City to reduce dust generation. 7. Heavy-duty construction equipment with modified combustion/fuel injection systems for emissions control shall be utilized during grading and construction activities. Catalytic reduction for gasoline-powered equipment shall be used. Also, construction equipment shall be equipped with pre-chamber diesel engines (or equivalent) together with proper maintenance and operation to reduce emissions of nitrogen oxide, to the extent available and feasible. 8. On-site and off-site drainage facilities and improvements to Cedar Avenue shall be constructed as required by the City approved grading/improvement plans. Engineering: - 357 Resolution 2001-237 - Page 6 9. Design and construct all street improvements in accordance with Chula Vista Design Standards, Chula Vista Street Standards, and the Chula Vista Subdivision Manual unless otherwise approved by the City Engineer. Obtain City Engineer approval of the detailed improvement plans prepared by a registered civil engineer licensed in the State of California detailing horizontal and vertical alignment of said streets. Design transition to meet existing improvements in Cedar Avenue to the satisfaction of the City Engineer. Said improvements shall include, but not be limited to, asphalt-concrete pavement, base, concrete curb, gutter sidewalk, pedestrian ramps, street signs, street name signs, striping, sewer and water utilities, drzfmage facilities, street lights, and fire hydrants. 10. Guarantee prior to approval of the final map the construction of public street improvements deemed necessary to provide service to the subject subdivision in accordance with City standards. 11. Provide written verification to the City Engineer from Sweetwater Authority water district that the subdivision will be provided adequate water service and long-term water storage facilities. 12. Install fire hydrants as determined by the City Fire Marshal. Said hydrant locations shall be shown on the improvement plans. 13. Submit grading plans prepared by a registered civil engineer for review and approval by the City Engineer. All grading and pad elevations shall be within two feet of the grades and elevations shown on the approved tentative map or as otherwise approved by the City Engineer and Director of Planning and Building. 14. Design all lot grading so that lot lines are located at the top of slopes. This may require the use of retaining walls along some lot lines. 15. Submit an erosion and sedimentation control plan as part of the grading plans prepared by a registered civil engineer for review and approval by the City Engineer. 16. Show the location of cut and fill lines based on existing topography as part of the grading plans prepared by a registered civil engineer for review and approval by the City Engineer. 17. Submit a table listing for each of the proposed lots, and indicate whether the house structures for each of the proposed lots will be situated atop soils that are fill, cut, or a transition between fill and cut (bisected by fill and cut soils) as a requirement prior to the approval of the final map. 3573 Resolution 2001-237 Page 7 18. Submit a detailed geo-teclmical report prepared, signed and stamped by a registered civil engineer and a certified engineering geologist prior to approval of the grading plans and issuance of grading permit. 19. Submit a precise drainage study prepared by a registered civil engineer and approved by the City Engineer prior to issuance of a grading permit or any other development permits. The design of the drainage facilities shall consider existing on-site and off-site drainage patterns. The drainage study shall show how downstream properties and storm drainage facilities are impacted. The City Engineer shall approve the extent of the study. 20. Comply with all provisions of the National Pollutant Discharge Elimination System (NPDES) and the Clean Water Program during and after all phases of the development process, including but not limited to: rough grading, construction of street and landscaping improvements, and the constraction of dwelling units. 21. Provide evidence of an existing sewer easement to the City of Chula Vista over the existing sewer line within Lot 3. If no such easement exists, dedicate a 15-foot sewer easement over the existing line on the final map. 22. Provide drivable access (H-20 wheel loading) to the existing sewer manhole along the southerly boundary within Lot 3 to the satisfaction of the City Engineer. 23. The termination point of the sewer line in Cedar Avenue shall be in the center of the cul-de-sac, not offset as shown on the Tentative Map. This will avoid excessively long sewer laterals fi.om lots 7 and 8. 24. Provide a total of two 100-watt streetlights on Cedar Avenue within the subdivision. One at the entrance to the subdivision between lots 2 and 3 and one near the cul-de-sac by lot 11, as approved by the City Traffic Engineer. 25. Apply a surface treatment such as a fog seal to the existing asphalt on Cedar Avenue south elL Street in order to provide a uniform appearance to the entire street and for the purpose sealing existing cracks. 26. Re-stripe the median of L Street between Fillh Avenue and Broadway in order to provide a left rum pocket into Cedar Avenue to the satisfaction of the City Traffic Engineer. 27. Dedicate for public use all streets shown on the tentative map with the metes and bounds of the tentative subdivision map boundary. , 3574 Resolution 2001 ~237 - Page 8 28. Dedicate to the city a 5.5-foot-wide street txee planting and maintenance easement along all public streets, between the curb, gutter and sidewalk, within the subdivision as shown on the tentative map. 29. Agree to defend, indemnify and hold harmless the City and its agents, officers, and employees from any claim, action, or proceeding against the City or its agents, officers, or employees to attack, set aside, void or annul any approval and entitlements by the City, including approval by its Planning Commission, City Council, or any approval by its agents, officers, or employees with regard to this subdivision pursuant to Section 66499.37 of the State Subdivision Map Act, and including challenges to the Initial Study and Mitigated Negative Declaration for the Project, provided the City promptly notifies the subdivide of any claim, action or proceeding and on the further condition that the City fully cooperates in the defense. 30. Agree to hold the City harmless from any liability for erosion, siltation, or increase flow of drainage resulting from this project. 31. Agree to ensure that all franchised cable television companies are permitted equal opportunity to place conduit and provide cable television service to each lot within the subdivision. Restrict access to the conduit to only those franchised cable television companies who are, and remain in compliance with, all of the terms and conditions of the franchise and which are in further compliance with all other roles, regulations, ordinances, and procedures regulating and affecting the operation of cable television companies as same may have been, or may from time to time be issued by the City of Chula Vista. 32. Tie the boundary of the subdivision to the California System-Zone VI (NAD '83). 33. Submit copies of the final map and improvement plan in a digital format such as (DFX) graphic file prior to approval of the final map. Provide a CAD copy of the final map based on accurate coordinate geometry calculations and submit the information in accordance with the City guidelines for digital submittal in duplicate on a 3-1/2-inch HD floppy disk prior to the approval of the final map. Fire: 34. Any home located more than 150 feet from the street to half the distance around the rear of the home shall be provided with either a 20-foot driveway with 6-inch reinforced concrete, or a fire sprinkler system. *. 3575 Resolution 2001-237 Page 9 Planning: 35. Comply with all applicable sections of the Chula Vista Municipal Code. Preparation of the final map and all plans shall be in accordance with the provisions of the Subdivision Map Act and the City of Chula Vista Subdivision Ordinance and Subdivision Manual. 36. The final map shall be prepared by a licensed civil engineer, and shall incorporate all the conditions of approval and be completed to the satisfaction of the Director of Planning and Building. 37. Prior to any use of the project site or issuance of any building permits, all conditions of approval shall be completed to the satisfaction of the Director of Planning and Building. 38. A conceptual landscape plan for the landscape parkway street tree planting shall be prepared by a registered Landscape Architect per the City's Landscape Manual and shall be submitted for review with the grading plan submittal and shall be subject to the approval of the City's Landscape Planner. 39. Prior to issuance of grading permits, building envelopes shall be defined on each of the lots. 41. A fencing plan showing required fencing for panhandle lots (2 and 12) shall be submitted with the grading plan, and shall be reviewed and subject to the approval of the City's Landscape Planner. 42. Prior to issuance of building permits, the developer shall come to an agreement with the Sweetwater Union High School District, who is requesting that the project be annexed into the Community Facility District No. 10. 43. Prior to issuance of building permits, the developer shall pay all school fees and shall come to an agreement with the Chula Vista Elementary School District who is requesting that the developer annex thc project into their new generic Community Facility District No. 10. 44. Ensure with all utilities that the location of all existing utility facilities will be protected in place prior to commencement of grading. All utilities shall be underground within the subdivision. 45. All Park and Recreation pad fees shall be paid at the issuance of the final map pursuant to Chapter 17.10 of the Chula Vista Municipal Code. 3576 Resolution 2001-237 Page 10 46. All building plans must comply with 1998 Energy requirements, 1998 Uniform Building Code, Uniform Mechanical Code, Uniform Plumbing Code, and 1998 National Electrical Code. 47. Approval of this tentative subdivision map shall not waive compliance with all sections of Title 19 (Zoning) of the Municipal Code, and all other applicable City Ordinances in effect at the time of building permit issuance. 48. Applicant/operator shall and does hereby agree to indemnify, protect, defend and hold harmless City, its Council members, officers, employees, agents and representatives, from and against any and all liabilities, losses, damages, demands, claims and costs, including court costs and attorneys' fees (collectively, "liabilities") incurred by the City ahsing, directly or indirectly, from (a) City's approval and issuance of this tentative map, (b) City's approval or issuance of any other permit or action, whether discretionary or non-discretionary, in connection with the use contemplated herein. Applicant/operator shall acknowledge their agreement to this provision by executing a copy of the tentative map conditions where indicated, below. Applicant's/operator's compliance with this provision is an express condition of this tentative map and this provision shall be binding on any and all of Applicant's/operator's successors and assigns. VIII. EXECUTION AND RECORDATION OF RESOLUTION OF APPROVAL The property owner and the applicant shall execute this document by signing the lines provided below, said execution indicating that the property owner and applicant have each read, understood, and agreed to the conditions contained herein. Upon execution, this document shall be recorded with the County Clerk of the County of San Diego, at the sole expense of the property owner and/or applicant, and a signed, stamped copy of this recorded document within ten days of recordation to the City Clerk shall indicate the property owners/apphcant's desire that the project, and the corr~.f,~&onding application for building permits and/or a business license, be ro~val. Said document will also be on file in the City Clerk's Office. (~g~t~ure~of Property Owner Date ' ' IX. CONSEQUENCE OF FAILURE OF CONDITIONS If any of the foregoing conditions fail to occur, or if they are, by their terms, to be implemented and maintained over time, if any of such conditions fail to be so implemented and maintained according to their terms, the City shall have the right to revoke or modify all approvals herein granted, deny, or further condition issuance of all future building permits, deny, 3577 Resolution 2001-237 Page 11 revoke, or further condition all certificates of occupancy issued under the authority of approvals heroin granted, institute and prosecute litigation to compel their compliance with said conditions or seek damages for their violation. Developer or a successor in interest gains no vested fights by the City's approval of this Resolution. X. INVALIDITY; AUTOMATIC REVOCATION It is the intention of the City Council that its adoption of this Resolution is dependent upon the enfomeability of each and every term, provision, and condition herein stated; and that in the event that any one or more terms, provisions, or conditions are determined by a Court of competent jurisdiction to be invalid, illegal, or unenforceable, this resolution and the permit shall be deemed to be automatically revoked and of no further fome and effect ab initio. Presented by Approved as to form by Jolm/M.~aheny Robert A. Leiter Ci~~5~ft°mey Planning and Building Director 3575 Resolution 2001-237 Page 12 PASSED, APPROVED, and ADOPTED by the City Council of the City of Chula Vista, California, this 24th day of July, 2001, by the following vote: AYES: Councilmembers: Davis, Rindone, Salas and Horton NAYS: Councilmembers: None ABSENT: Cotmcilmembers: Padilla Shirley Hortofi, Mayor ATTEST: Susan Bigel~'~, City ClerkO STATE OF CALIFORNIA ) - COUNTY OF SAN DIEGO ) CITY OF CHULA VISTA ) I, Susan Bigelow, City Clerk of Chula Vista, Califomia, do hereby certify that the. foregoing Resolution No. 2001-237 was duly passed, approved, and adopted by the City Council at a regular meeting of the Chula Vista City Council held on the 24th day of July, 2001. Executed this 24th day of July, 2001. Susan Bigelow, City Clerk ~ ATTACHMEI'n z ~ [-,:::/ _ , / ~ _ ~', '~-----_~ O-~~~' ______\~ :~u~~~:S~~ . 3579 - - - ~ - ; SCHOOL L 5T?-""ï \/-----~ \~~- \ ~ \ ~ \ L CO,.11~UNITY \ _______\ \ -- .----\ f0 \ ~\ ~ C~NT=R \ -- 0\ ~ \ ~ \ ___- \~~\ I ~ \Ð;' ;,\~ \ ~ --- \ ~\ \ % ž ~~\ /-\-----\ \______---/-~~//---í ~t~~ \\~/ \ 'cY ~--- /---.\~\ /" ~~.--ÐDn Im'0~~?-~~~--- CHULA VI5ï.~ ~0'\ \ A- rOUK1I1 \-. /4---- \~ C;-¡U.~C~O¡:C:-i~1SI " ' I /C/ l1lêATIOtt<..\ \..------- ,~' ~,\ \\~/- ~ ~ \/J \ \ ~ ------------- I _____ ,--- ~--------- , , /'. \.--------\ \~. -~ \ .--------\ \- ----\ --..-~,--" .----.- . -- , I .,..- -- ----- ~ / / /- -,..--- --.- .----- /- ---- -- , / -~--- ~ _/ ,- / ------ /- ---/ \ "\ \ \ /'''\ ~ --- --- . ----( -------- --- /~ '~~~TÄ' ~ '", ~:-~~~- , ___:"A?-TMENTS ,_~~- ~'R\Z-O~~. '. \.-------.:::----- '\ ------- ~ þ..\ ------ \ ,------ ,~ _----íÂRIZONA:;.~RDëN /"" \ _---------- '~-~ I I ________ , _// \ APARW"NïS / . -. ~' . , -- \ / .' \- , _____ J ','.' \ /~~// \ \//~ SOUTH 3~Y S,PTIST , ,/ ~------ CHURCH ------ ~ " \ /~ \ \ (' '- \/ \ \ \ \ '- \ , \ \ ~ ~ ~ '// " /' ---- --- -- ~ , ,~---_. ------ ,.----. ,-~ \----~...... \ , ' . \ . ...----i \~ \ r',\\ '. II \ '. \ \ \ \ \ I \\ II II CAhELOT APARTI.ENTS ~ \ I \~ \ \ .--------. \ , , I '- I CHULA VISTA PLANNING AND BUILDING DEPARTMENT LOCATOR PROJECT ïNT Services Inc. PROJECT DESCRIPTION: C) APPLICANT: SUBDIVISION PROJECT Çedar Avenue and L Street Request Proposal for a 12 lot single family detached ADDRESS: subdivision with 2 car garages in the R 1 zone. SCAlE: ALE NUMBER NORTH No Scale PCS - 01 - 07 Related Case: 18-01-040 h·\ ~~~~~\~I~~~_:,~' ~~rl~~.~-=:'=:=~_~~_~~",~~~_~_?_~.1 f\ // ~/ h A l1A0t-t MENl 3 Appendix B THE CIl JF CHULA VISTA DISCLOSURE STA, ..;MENT You are required to file a Statement of Disclosure of certain ownership or financial interests, payments, or campaign contributions. on all matters which will require discretionary action on the part of the City Council, Planning Commission, and all other official bodies, The following information must be disclosed: 1. list the names of all persons having financial interest in the property which is the subject of the application or the contract, e,g., owner applicant, contractor. subcontractor, material supplier. .:J)[[ Sér",·~~I..rtJ~. 'DCUlj£I.-l)1uh~ 2. If any person< identified pursuant to (1) above is a corporation or partnership. list the names of all individuals owning more than 10% of the shares in the corporation or owning any partnership interest in the partnership, 1)/)('\'" 3, If any person< identified pursuant to (1) above is non-profit organization or a trust, list the names of any person serving as director of the non-profit organization or as trustee or beneficiary or trustor of the trust. (\t'!('¡e 4, Have you had more than $250 wortb of business transacted with any member of the City staff, Boards, Commissions. Committees, and Council within the past twelve months? Yes _ No..1L- If yes, please indicate person(s): 5, Please identify each and every person, including any agents, employees, consultants, or independent contractors who you have assigned to represent you before the City in this matter, J(!~j "'BpnA f't'" 6, Have you and/or your officers or agents, in the aggregate, contributed more than $1.000 Councilmember in the current or preceding election period? Yes _ No....2l If yes, st w Councilmember(s): Date: -44.( (NOTE: ATTACH ADDITIONAL PAGE~~R Prin . Person is defined as: "Any individual, firm. c~partlttrship. joint ven/W'e. arsociation, social club, freaternal organization. corporation. estate, trust, receiver, SYl'fdicale. this and any OIher county, city aM country, city municipality, district, or other po/itical subdivision. Or any other group 0" combination acting as a lUlU. .. . / 1-.1 _p ;> t. / 7 ,.) 7 ATTACHMENT 5 ,?~/7 __.. __ _ ......,'_.__,...._ ___,/___'..L___ f~c evp+ --- fVÎ iVll-t+cL0 ef 1!-¿If/O I ATTACHMENT .-±- PUBLIC HEARINGS (Continued) James Vashon, 133 Jacqua Street, explained that he was out of town for months at a time and, therefore, did not generate much trash. His absences prevented him from submitting receipts for exemption. He asked that the City revise its service process and that a lien not be placed on his property for services he was not there to use, Victor Garcia, 1131 Elm Avenue, stated that he was billed for a tenant who had moved out of his rental property a year ago. He was not notified of the delinquent bill for a year, although Pacific Waste was supposed to notify property owners of delinquencies within 60 days. He believed that he was paying for poor record-keeping practices and mistakes made by Pacific Waste, and he asked that the problems be corrected, ACTION: With no further members of the public wishing to speak, Mayor Horton continued the hearing to the meeting of August 7, 2001, Mayor Horton declared a recess at 7:25 p,m.; she reconvened the meeting at 7:45 p,m, with Councilmembers Davis, Rindone, Salas, and Mayor Horton present. 14, CONSIDERATION OF APPROVAL OF A TENTATNE SUBDIVISION MAP (PCS- 01-07) TO DEVELOP TWELVE LOTS FOR SINGLE-FAMILY HOMES AT THE SOUTHERN TERMINUS OF CEDAR AVENUE (APPLICANT - TNT SERVICES) The developer has requested approval of a 12-lot subdivision known as Cedar Park, located at the southern tenninus of Cedar Avenue, The project site is located in an existing, single-family residential zone, with a Montgomery-Specific Plan land-use designation of low-mediwn density residential (6 - 11 dwelling units per acre) and a General Plan land use designation of low-mediwn residential. (Director of Planning and Building) Notice of the hearing was given in accordance with legal requirements, and the hearing was held on the date and at the time specified in the notice. Associate Planner Vander Bie explained the request. Mayor Horton questioned whether or not the design standards for the project would be out of scale with the character of the existing neighborhood. Ms. Vander Bie replied that the proposed development would have a stucco finish with light earth-tones that would be consistent with the existing neighborhood. Mayor Horton noted that several property owners in the area had expressed approval of the proposed development. She then opened the public hearing, With no members of the public wishing to speak, she then closed the hearing, ACTION: Councilmember Rindone offered Resolution No, 2001-237, heading read, text waived: RESOLUTION NO, 2001-237, RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA APPROVING AND IMPOSING CONDITIONS OF THE TENTATNE SUBDIVISION MAP FOR CEDAR PARK, A 2.43- ACRE TWELVE LOT SUBDIVISION FOR SINGLE-FAMILY DWELLING UNITS LOCATED AT THE SOUTHERN TERMINUS OF CEDAR AVENUE, CHULA VISTA TRACT NO. CVT 01-07 The motion carried 4-0. Page II - Council Minutes 07/24/01 ~. ~- - _.~ ....- RESOLUTION NO. 2002- RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA APPROVING FINAL MAP OF CHULA VISTA TRACT NO, 01-07, CEDAR PARK SUBDIVISION, ACCEPTING ON BEHALF OF THE CITY OF CHULA VISTA THE VARIOUS PUBLIC STREETS AND EASEMENTS, ALL AS GRANTED ON SAID MAP WITHIN SAID SUBDIVISION, AND APPROVING THE SUBDIVISION IMPROVEMENT AGREEMENT FOR THE COMPLETION OF IMPROVEMENTS REQUIRED BY SAID SUBDIVISION AND AUTHORIZING THE MAYOR TO EXECUTE SAID AGREEMENT NOW, THEREFORE, BE IT RESOLVED that the City Council ofthe City ofChula Vista hereby finds that that certain map survey entitled Chula Vista Tract NO, 01-07, CEDAR PARK SUBDIVISION, and more particularly described as follows: Being the northerly half of Lot 23, in Quarter Section 146 ofChula Vista, in the Rancho De La Nacion, in the City of Chula Vista, County of San Diego, State of California, according to map thereof No. 505, filed in the Office of the County Recorder of San Diego County, excepting therefrom the easterly 125 feet of the southerly 82,50 feet and the easterly 96,00 feet, lying northerly ofthe southerly 82,50 feet, of the northerly half of said Lot 23. Area: 2.427 acres Numbered Lots: 12 No. of Lots: 12 Lettered Lots: 0 is made in the manner and form prescribed by law and conforms to the surrounding surveys; and that said map and subdivision ofland shown thereon is hereby approved and accepted upon receipt by the City of Chula Vista of all improvement securities described in the Subdivision Improvement Agreement. BE IT FURTHER RESOLVED that said Council hereby accepts on behalf of the public the public street, to-wit: a portion of Cedar Avenue and said street is hereby declared to be a public street and dedicated to the public use. BE IT FURTHER RESOLVED that said Council hereby accepts on behalf ofthe City ofChula Vista the 5,50 foot street tree planting and maintenance, 15-foot sewer easement as shown on said map within said subdivision, BE IT FURTHER RESOLVED that the City Clerk of the City ofChula Vista is hereby authorized and directed to endorse upon said map the action of said Council; that said Council has approved said subdivision map, and that said public street is accepted on behalf of the 1 //-/1 public as therefore stated and that those certain street tree planting and maintenance easement and 15-foot sewer easement as granted thereon and shown on said map within said subdivision are accepted on behalf of the City ofChula Vista as hereinabefore stated. BE IT FURTHER RESOLVED that the City Clerk is hereby directed to transmit said map to the Clerk of the Board of Supervisors ofthe County of San Diego only upon the acceptance by the City of Chula Vista and its City Attorney of the improvement securities described in the Subdivision Improvement Agreement. BE IT FURTHER RESOLVED that the City Council on July 24, 2001 approved the Mitigated Negative Declaration for the Cedar Park Subdivision based on the recommendations of the City's Environmental Review Coordinator. BE IT FURTHER RESOLVED that the Subdivision Improvement Agreement dated the_day of September, 2002 for the completion of improvements in said subdivision, a copy of which is on file in the office of the City Clerk, is hereby approved. BE IT FURTHER RESOLVED that the Mayor ofthe City of Chula Vista is hereby authorized and directed to execute said agreement for and on behalf ofthe City of Chula Vista, Presented by Approved as to form by John p, Lippitt, Director of Public Works J:IATTORNEYiRESOICEDAR PARK 2 /I~ cliJ THE A TT ACHED AGREEMENT HAS BEEN REVIEWED AND APPROVED AS TO FORM BY THE CITY ATTORNEY'S OFFICE AND WILL BE FORMALL Y SIGNED UPON APPROVAL BY THE CITY COUNCIL /kdY' Dated: 1 ! ~/oQ.... SUBDIVISION IMPROVEMENT AGREEMENT FOR CEDAR PARK SUBDIVISION /1-..2-/ ,) Recording Requested by and Please Return to: City Clerk City Of Chula Vista 276 Fourth Avenue Chula Vista, Ca. 91910 No transfer tax is due as this is a conveyance to a public agency of less than a fee interest for which no cash consideration has been paid or received Declarant SUBDIVISION IMPROVEMENT AGREEMENT THIS AGREEMENT, made and entered into this day of , 2002, by and between THE CITY OF CHULA VISTA, a municipal corporation, hereinafter called "City", and CEDAR PARK, LLC, 930 Cedar Avenue, Chula Vista, CA 91910, hereinafter called "Subdivider" with reference to the facts set forth below, which Recitals constitute a part of this Agreement; RECITALS: WHEREAS, Subdivider is about to present to the City Council of the City ofChula Vista for approval and recordation, a final subdivision map of a proposed subdivision, to be known as CEDAR PARK (CVT 01-07), pursuant to the provisions of the Subdivision Map Act of the State of California, and in compliance with the provisions of Title 18 of the Chula Vista Municipal Code relating to the filing, approval and recordation of subdivision map; and WHEREAS, the Code provides that before said map is finally approved by the Council of the City of Chula Vista, Subdivider must have either installed and completed all of the public improvements and/or land development work required by the Code to be installed in subdivisions before final maps of subdivisions are approved by the Council for purpose of recording in the Office of the County Recorder of San Diego County, or, as an alternative thereto, Subdivider shall enter into an agreement with City, secured by an approved improvement security to insure the perfonnance of said work pursuant to the requirements of Title 18 of the Chula Vista Municipal Code, agreeing to install and complete, ti-ee of liens at Subdivider's own expense, all of the public improvements and/or land development work required in said subdivision within a definite period of time prescribed by said Council; and WHEREAS, Subdivider is willing in consideration of the approval and recordation of said map by the Council, to enter into this agreement wherein it is provided that Subdivider will -1- //-...l~ .' install and complete, at Subdivider's own expense, all the public improvement work required by City in connection with the proposed subdivision and will deliver to City improvement securities as approved by the City Attorney; and WHEREAS, a tentative map of said subdivision has heretofore been approved, subject to certain requirements and conditions, as contained in Resolution No, 2001-237, approved on the 24th day of July, 2001 ("Tentative Map Resolution"); and WHEREAS, complete plans and specifications for the construction, installation and completion of said public improvement work have been prepared and submitted to the City Engineer, as shown on Drawing Nos. 01055-01 through 01055-03, inclusive, on file in the office of the City Engineer; and WHEREAS, an estimate of the cost of constructing said public improvements according to said plans and specifications has been submitted and approved by the City in the amount of ONE HUNDRED NINETY THOUSAND SIX HUNDRED FORTY-FOUR DOLLARS AND NO CENTS ($190,644,00). NOW, THEREFORE, IT IS MUTUALLY UNDERSTOOD AND AGREED AS FOLLOWS: 1. Subdivider, for itself and his successors in interest, an obligation the burden of which encumbers and runs with the land, agrees to comply with all of the terms, conditions and requirements of the Tentative Map Resolution; to do and perform or cause to be done and performed, at its own expense, without cost to City, in a good and workmanlike manner, under the direction and to the satisfaction and approval of the City Engineer, all of the public improvement and/or land development work required to be done in and adjoining said subdivision, including the improvements described in the above Recitals ("Improvement Work"); and will furnish the necessary materials therefor, all in strict conformity and in accordance with the plans and specifications, which documents have heretofore been filed in the Office of the City Engineer and as described in the above Recitals this reference are incorporated herein and made a part hereof, 2. It is expressly understood and agreed that all monuments have been or will be installed within thirty (30) days after the completion and acceptance of the Improvement Work, and that Subdivider has installed or will install temporary street name signs if permanent street name signs have not been installed, 3. It is expressly understood and agreed that Subdivider will cause all necessary materials to be furnished and all Improvement Work required under the provisions of this contract to be done on or before the second anniversary date of Council approval of the Subdivision Improvement Agreement. 4. It is understood and agreed that Subdivider will perform said Improvement Work as set forth hereinabove, or that portion of said Improvement Work serving any buildings or structures ready for occupancy in said subdivision, prior to the issuance of any certificate of -2- II -cl3 " clearance for utility connections for said buildings or structures in said subdivision, and such certificate shall not be issued until the City Engineer has certified in writing the completion of said public improvements or the portion thereof serving said building or structures approved by the City; provided, however, that the improvement security shall not be required to cover the provisions of this paragraph, 5, It is expressly understood and agreed to by Subdivider that, in the performance of said Improvement Work, Subdivider will conform to and abide by all of the provisions of the ordinances of the City of Chula Vista, and the laws of the State of California applicable to said work. 6. Subdivider further agrees to furnish and deliver to the City of Chula Vista, simultaneously with the execution of this agreement, an approved improvement security from a sufficient surety, whose sufficiency has been approved by the City in the sum of NINETY, FIVE THOUSAND THREE HUNDRED TWENTY-TWO DOLLARS AND NO CENTS ($95,322.00) which security shall guarantee the faithful performance of this contract by Subdivider and is attached hereto, marked Exhibit "A" and made a part hereof. 7, Subdivider further agrees to furnish and deliver to the City of Chula Vista simultaneously with the execution of this agreement, an approved improvement security from a sufficient surety, whose sufficiency has been approved by the City in the sum of NINETY-FIVE THOUSAND THREE HUNDRED TWENTY-TWO DOLLARS AND NO CENTS ($95,322,00) to secure the payment of material and labor in connection with the installation of said public improvements, which security is attached hereto, marked Exhibit "B" and made a part hereof and the bond amounts as contained in Exhibit "B", and made a part hereof. 8. Subdivider further agrees to furnish and deliver to the City of Chula Vista, simultaneously with the execution of this agreement, an approved improvement security from a sufficient surety, whose sufficiency has been approved by the City in the sum of FIFTEEN HUNDRED DOLLARS AND NO CENTS ($1,500.00) to secure the installation of monuments, which security is attached hereto, marked Exhibit "C" and made a part hereof. 9. It is further agreed that if the Improvement Work is not completed within the time agreed herein, the sums provided by said improvement securities may be used by City for the completion of the Improvement Work within said subdivision in accordance with such specifications herein contained or referred, or at the option of the City, as are approved by the City Council at the time of engaging the work to be performed, Upon certification of completion by the City Engineer and acceptance of said work by City, and after certification by the Director of Finance that all costs hereof are fully paid, the whole amount, or any part thereof not required for payment thereof, may be released to Subdivider or its successors in interest, pursuant to the terms of the improvement security, Subdivider agrees to pay to the City any difference between the total costs incurred to perform the work, including design and administration of construction (including a reasonable allocation of overhead), and any proceeds from the improvement security, -3- //-,)1 ! 10. It is also expressly agreed and understood by the parties hereto that in no case will the City of Chula Vista, or any department, board or officer thereof, be liable for any portion of the costs and expenses of the work aforesaid, nor shall any officer, his sureties or bondsmen, be liable for the payment of any sum or sums for said work or any materials furnished therefor, except to the limits established by the approved improvement security in accordance with the requirements of the State Subdivision Map Act and the provisions of Title 18 of the Chula Vista Municipal Code, 11. It is further understood and agreed by Subdivider that any engineering costs (including plan checking, inspection, materials furnished and other incidental expenses) incurred by City in connection with the approval of the Improvement Work plans and installation of Improvement Work hereinabove provided for, and the cost of street signs and street trees as required by City and approved by the City Engineer shall be paid by Subdivider, and that Subdivider shall deposit, prior to recordation of the Final Map, with' City a sum of money sufficient to cover said cost. 12, It is understood and agreed that until such time as all Improvement Work is fully completed and accepted by City, Subdivider will be responsible for the care, maintenance of, and any damage to, the streets, alleys, easements, water and sewer lines within the proposed subdivision, It is further understood and agreed that Subdivider shall guarantee all public improvements for a period of one year from date of final acceptance and correct any and all defects or deficiencies arising during said period as a result of the acts or omission of Subdivider, its agents or employees in the perfonnance of this agreement, and that upon acceptance of the work by City, Subdivider shall grant to City, by appropriate conveyance, the public improvements constructed pursuant to this agreement; provided, however, that said acceptance shall not constitute a waiver of defects by City as set forth hereinabove, 13. It is understood and agreed that City, as indemnitee, or any officer or employee thereof, shall not be liable for any injury to person or property occasioned by reason of the acts or omissions of Subdivider, its agents or employees, or indemnitee, related to this agreement. Subdivider further agrees to protect and hold the City, its officers and employees, harmless from any and all claims, demands, causes of action, liability or loss of any sort, because of or arising out of acts or omissions of Subdivider, its agents or employees, or indemnitee, related to this agreement; provided, however, that the approved improvement security shall not be required to cover the provisions of this paragraph. Such indemnification and agreement to hold harmless shall extend to damages to adjacent or downstream properties or the taking of property from owners of such adjacent or downstream properties as a result of the construction of said subdivision and the public improvements as provided herein, It shall also extend to damages resulting from diversion of waters, change in the volume of flow, modification of the velocity of the water, erosion or siltation, or the modification of the point of discharge as the result of the construction and maintenance of drainage systems, The approval of plans providing for any or all of these conditions shall not constitute the assumption by City of any responsibility for such damage or taking, nor shall City, by said approval, be an insurer or surety for the construction of the subdivision pursuant to said approved improvement plans. The provisions of this paragraph shall become effective upon the execution of this agreement and shall remain in full force and effect for ten (10) years following the acceptance by the City of the improvements, -4- //-.)5 · " 14, Subdivider agrees to defend, indemnify, and hold hannless the City or its agents, officers, and employees trom any claim, action, or proceeding against the City or its agents, officers, or employees to attack, set aside, void, or annul, an approval of the City, advisory agency, appeal board, or legislative body concerning a subdivision, which action is brought within the time period provided for in Section 66499.37 of the Government Code of the State of California, IS. Assignability, Upon request of the Subdivider, any or all on-site duties and obligations set forth herein may be assigned to Subdivider's successor in interest if the City Manager in hislher sole discretion determines that such an assignment will not adversely affect the City's interest. The City Manager in his/her sole discretion may, if such assignment is requested, permit a substitution of securities by the successor in interest in place and stead of the original securities described herein so long as such substituted securities meet the criteria for security as set forth elsewhere in this Agreement. Such assignment will be in a form approved by the City Attorney. THE NEXT PAGE IS THE SIGNATURE PAGE -5- /1-.2.0 J IN WITNESS WHEREOF, the parties hereto have caused this agreement to be executed the day and year first hereinabove set forth. Shirley Horton, Mayor City ofChula Vista THE CITY OF CHULA VISTA ATTEST: Name: Title: Susan Bigelow, City Clerk Approved as to fonn by John Kaheny, City Attorney (Attach Notary Acknowledgment) -6- II-'¿ 7 LIST OF EXHIBITS Exhibit "A" Improvement Security - Faithful Performance Form: Bond Amount: $95,322.00 Exhibit "B" Improvement Security - Material and Labor: Form: Bond Amount: $95,322.00 Exhibit "c" Improvement Security - Monuments: Form: Bond Amount: $1,500,00 Securities approved as to form and amount by John Kaheny, City Attorney Improvement Completion Date: Two (2) years from date of City Council approval of the Subdivision Improvement Agreement. -7- //-g '. CALIFORNIA ALL·PURPOSE ACKNOWLEDGMENT '" 1 I' State of California County of ,í¡f¡),V /J Irc ; o } ss. o personally known to me ..P-1JrÓved to me on the basis of satisfactory evidence to be the person(s) whose name(s) ~/are subscribed to the within instrument and acknowledged to me that ~she/they executed the same in ~/her/their authorized capacity(ies), and that by ~/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Number of Pages: RIGHT THUMBPRINT OF SIGNER Top of thumb here © 1997 National Notary Association . 9350 De SotoAve. P.O. Box 2402' Chatsworth, CA 91313-2402 On £:;-1 III Date , before me, personally appeared 1j' =::{ I ~, Notary Public - Call1omla ~ ! San DIago County t i_ _ _ ~~~~16.:.~ Place Notary Seal Above Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: D Individual D Corporate Officer - Tille(s): D Partner - D Limited D General D Attorney in Fact D Trustee D Guardian or Conservator D Other: Signer Is Representing: Prod. No. 5907 Reorder: Cal! Toll-Free 1-800-876-6827 //-,2-.9 'I 1 , 1 1 " ,I " " 'I " 'I " I RESOLUTION NO.2002- RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA APPROVING THE SUPPLEMENTAL SUBDIVISION IMPROVEMENT AGREEMENT FOR CHULA VISTA TRACT NO. 01-07, CEDAR PARK SUBDIVISION AND AUTHORIZING THE MAYOR TO EXECUTE SAID AGREEMENT WHEREAS, the developer has executed a Supplemental Subdivision Improvement Agreement which addresses several outstanding conditions of the tentative map. NOW, THEREFORE, BE IT RESOLVED the City Council of the City of Chula Vista does hereby approve the Supplemental Subdivision Improvement Agreement for Chula Vista Tract No, 01-07, Cedar Park Subdivision, a copy of which shall be kept on file in the office of the City Clerk. BE IT FURTHER RESOLVED that the Mayor of the City ofChula Vista is hereby authorized to execute said Agreement on behalf of the City ofChula Vista. Presented by Approved as to form by John p, Lippitt Director of Public Works [J:\A TTORNEY\RESOIssia Cedar Park (September] I, 2002 (I 1:59AM)] /1" 30 THE A TT ACHED AGREEMENT HAS BEEN REVIEWED AND APPROVED AS TO FORM BY THE CITY ATTORNEY'S OFFICE AND WILL BE FORMALLY SIGNED UPON APPROVAL BY THE CITY COUNCIL ~~yiM City Attorney Dated: 1)ól;h~ SUPPLEMENTAL SUBDIVISION IMPROVEMENT AGREEMENT FOR CEDAR PARK SUBDIVISION //- 3/ ., , .",' , RECORDING REQUEST BY: ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) City Clerk WHEN RECORDED MAIL TO: CITY OF CHULA VISTA 276 Fourth Avenue Chula Vista, CA 91910 No transfer tax is due as this is a conveyance to a public agency of less than a fee interest for which no cash consideration has been paid or received. Developer Above Space for Recorder's Use EY,422 SUPPLEMENTAL SUBDIVISION IMPROVEMENT AGREEMENT FOR CHULA VISTA TRACT NO. 01-07 CEDAR PARK (Conditions 20, 29, 30, 31, 34, 35, 37, 42, 43 and 46 of Resolution 2001-237) This Supplemental Subdivision Improvement Agreement ("Agreement") is made this day of ,2001, by and between THE CITY OF CHULA VISTA, California ("City" or "Grantee" for recording purposes only) and CEDAR PARK, LLC. ("Developer" or "Grantor"), with reference to the facts set forth below, which recitals constitute a part of this Agreement: RECITALS A. This Agreement concerns and affects certain real property located in Chula Vista, California, more particularly described on Exhibit "A" and as shown on Exhibit "B" attached hereto and incorporated herein ("Property"). The Property is referred to as Cedar Park, Chula Vista Tract No, 01-07 as approved by resolution no. 2001-237, For purposes of this Agreement the tenn "Project" shall mean "Property". B. Developer is the owner of the Property, C. Developer has applied for and the City has approved a Tentative Subdivision Map commonly referred to as the Cedar Park Tentative Subdivision map, Chula Vista Tract No, 01-07, ("Tentative Subdivision Map") for the subdivision of the Property, D. The City has adopted Resolution 2001-237 ("TM Resolution") pursuant to which it has approved the Tentative Subdivision Map subject to certain conditions as more particularly described in the TM Resolution, 1/- .})...., ;" Q, City is willing, on the premises, security, tenns and conditions herein contained to approve the final map for which Developer has applied ("Final Map") as being in substantial confonnance with the Tentative Subdivision Map described in this Agreement. NOW, THEREFORE, in exchange for the mutual covenants, tenns and conditions herein contained, the parties agree as set forth below. 1. Agreement Applicable to Subsequent Owners. 1.1 Agreement Binding Upon Successors, This Agreement shall be binding upon and inure to the benefit of the successors, assigns and interests of the parties as to any or all of the Property until released by the mutual consent of the parties. 1.2 Agreement Runs with the Land, The burden of the covenants contained in this Agreement ("Burden") is for the benefit of the Property and the City, its successors and assigns and any successor in interest thereto, City is deemed the beneficiary of such covenants for and in its own right and for the purposes of protecting the interest of the community and other parties public or private, in whose favor and for whose benefit of such covenants running with the land have been provided without regard to whether City has been, remained or are owners of any particular land or interest therein. If such covenants are breached, the City shall have the right to exercise all rights and remedies and to maintain any actions or suits at law or in equity or other proper proceedings to enforce the curing of such breach to which it or any other beneficiaries of this agreement and the covenants may be entitled, a. Developer Release on Guest Builder Assignments. If Developer assigns any portion ofthe Project, Developer may have the right to obtain a release of any of Developer's obligations under this Agreement, provided Developer obtains the prior written consent of the City to such release, Such assignment shall, however, be subj ect to this Agreement and the Burden of this Agreement shall remain a covenant .running with the land, The City shall not withhold its consent to any such request for a release so long as the assignee acknowledges that the Burden of the Agreement runs with the land, assumes the obligations of the Developer under this Agreement, and demonstrates, to the reasonable satisfaction of the City, its ability to perfonn its obligations under this Agreement as it relates to the portion of the Project which is being acquired by the Assignee, Developer, or their successors in interest, shall improve the Project Site with the Project as described in Tentative Subdivision Map, Chula Vista Tract 01-07, except as modified by this Resolution. b. Partial Release of Developer's Assignees. If Developer assigns any portion of the Project subject to the Burden of this Agreement, upon request by the Developer or its assignee, the City shall release the assignee of the Burden of this Agreement as to such assigned portion if such portion has complied with the requirements of this Agreement and 2 //-33 ,~ such partial release will not, in the opinion of the City, jeopardize the likelihood that the remainder of the Burden will not be completed. 2. Condition No. 20 of Resolution 2001-237 (NPDES). In satisfaction of Condition No. 20 of Resolution 2001-237, the Developer agrees to: Comply with all provisions of the National Pollutant Discharge Elimination System (NPDES) and Clean Water Program dùring and after all phases of the development process, including but not limited to rough grading, construction of street and landscaping improvements, and the construction of dwelling units, 3. Condition No. 29 of Resolution 2001-237 (Subdivision Map Indemnity). In satisfaction of Condition No. 29 of Resolution 2001-237 the Developer agrees to defend, indemnify and hold hannless the City and its agents, officers, and employees, from any claim, action or proceeding against the City, or its agents, officers or employees to attack, set aside, void or annul any approval by the City, including approval by its Planning Commission, City Councilor any approval by its agents, officers, or employees wit regard to this subdivision pursuant to Section 66499.37 of the State Map Act provided the City promptly notifies the subdivider of any claim, action or proceeding and on the further condition that the City fully cooperates in the defense, 4. Condition No. 30 of Resolution 2001-237 (Erosion and Drainage Indemnity). In satisfaction of Condition No, 30 of Resolution 2001-237, the Developer agrees to hold the City hannless from any liability for erosion, siltation or increase flow of drainage resulting from this project. 5. Condition No. 31 of Resolution 2001-237 (Cable Television Easements). In satisfaction of Condition No, 31 of Resolution 2001-237 the Developer agrees to ensure that all franchised cable television companies ("Cable Company") are permitted equal opportunity to place conduit and provide cable television service to each lot within the subdivision, Restrict access to the conduit to only those franchised cable television companies who are, and remain in compliance with, all of the tenns and conditions of the franchise and which are in further compliance with all other rules, regulations, ordinances and procedures regulating and affecting the operation of cable television companies as same may have been, or may from time to time be issued by the City of Chula Vista, 6. Condition No. 34 of Resolution 2001-237 (Fire access or sprinkIering) In satisfaction of Condition No. 34 of Resolution 2001-237 the Developer agrees to provide either a 20-foot driveway with 6-inch reinforced concrete, or a fire sprinkler system to any home located more than 150 feet from the street to half the distance around the rear of the home, 7. Condition No. 35 of Resolution 2001-237 (Comply with all laws). In satisfaction of Condition No, 35 of Resolution 2001-237 the Developer agrees to comply with all applicable sections of the Chula Vista Municipal Code and to prepare the Final Map and all plans in 3 /I-3~ .~ accordance with the provisions of the Subdivision Map Act and the City of Chula Vista Subdivision Ordinance and Subdivision Manual. 8. Condition No. 37 of Resolution 2001-237 (Comply with all conditions prior to building permits). In satisfaction of Condition No, 37 of Resolution 2001-237 the Developer agrees to complete all conditions of approval to the satisfaction of the DireCtor of Planning and Building prior to any use of the project site or issuance of building permits. 9. Condition No. 42 of Resolution 2001-237 (Agreement with the Sweetwater Union High School District). In satisfaction of Condition No, 42 of Resolution 200 1-237, prior to issuance of building permits, the Developer agrees to come to an agreement with the Sweetwater Union High School District, who is requesting that the project be annexed into the Community Facility District No. 10. 10. Condition No. 43 of Resolution 2001-237 (payment of School Fees). In satisfaction of Condition No. 43 of Resolution 2001-237, prior to issuance of building permits, the Developer agrees to pay all school fees and come to an agreement with the Chula Vista Elementary School District who is requesting that the developer annex the project into their new generic Community Facility District No. 10. 11. Condition No. 46 of Resolution 2001-237 (Comply with all Codes). In satisfaction of Condition No, 46 of Resolution 2001-237 the Developer agrees to comply with 1998 Energy requirements, 1998 Uniform Building Code, Uniform Mechanical Code, Uniform Plumbing Code, and 1998 National Electrical Code. 12. Satisfaction of Conditions. City agrees that the execution of this Agreement constitutes satisfaction or partial satisfaction of Developer's obligation for this Project of Conditions 20,29,30,31,34,35,37,42,43 and 46 of Resolution 2001-237. 13. Unfulfilled Conditions. Developer hereby agrees, unless otherwise conditioned, that Developer shall comply with all unfulfilled conditions of approval ofthe Cedar Park, Chula Vista Tract No, 01-07 Tentative Map (adopted by Resolution 2001-237) and shall remain in compliance with and implement the terms, conditions and provisions of the Resolution. 14. Recording. This Agreement, or an abstract hereof prepared by either or both parties, may be recorded by either party, 15. Assignability. Upon request of the Developer, any or all on-site duties and obligations set forth herein may be assigned to subdivider's successor in interest if the City Manager in his/her sole discretion determines that such an assignment will not adversely affect the City's interest. The City Manager in his/her sole discretion may, if such assignment is requested, permit a substitution of securities by the successor in interest in place and stead of the original securities described herein, so long as such substituted securities meet the criteria for 4 /1'3~ .- security as set forth elsewhere in this Agreement. Such assignment will be in a form approved by the City Attorney, 16. Building Permits. Developer understands and agrees that the City may withhold the issuance of building permits for the Proj ect, should the Developer be determined by the City to be in breach of any ofthe terms of this Agreement. The City shall provide the Developer of notice of such determination and allow the Developer with reasonable time to cure said breach. 17. Miscellaneous. a. Notices, Unless otherwise provided in this Agreement or by law, any and all notices required or permitted by this Agreement or by law to be served on or delivered to either party shall be in writing and shall be deemed duly served, delivered, and received when personally delivered to the party to whom it is directed, or in lieu thereof, when three (3) business days have elapsed following deposit in the U.S. mail, certified or registered mail, return receipt requested, first-class postage prepaid, addressed to the address indicated in this Agreement. A party may change such address for the purpose of this paragraph by giving written notice of such change to the other party. CITY OF CHULA VISTA 276 Fourth Avenue Chula Vista, CA 91910 Attn: Director of Public Works Developer: Cedar Park, LLC 930 Cedar Avenue Chula Vista, CA 91910 Attn: Jeffery Bender A party may change such address for the purpose of this paragraph by giving written notice of such change to the other party in the manner provided in this paragraph, b. Captions. Captions in this Agreement are inserted for convenience of reference and do not define, describe or limit the scope or intent of this Agreement or any of its terms, 5 /1- ¿3(¡; " c. Entire Agreement, This Agreement contains the entire agreement between the parties regarding the subject matter hereof. Any prior oral or written representations, agreements, understandings, and/or statements shall be of no force and effect. This Agreement is not intended to supersede or amend any other agreement between the parties unless expressly noted. d, Preparation of Agreement. No inference, assumption or presumption shall be drawn from the fact that a party or his attorney prepared and/or drafted this Agreement. It shall be conclusively presumed that both parties participated equally in the preparation and/or drafting this Agreement, e. Recitals; Exhibits, Any recitals set forth above and exhibits referenced herein are incorporated by reference into this Agreement. f. Attorneys' Fees, If either party commences litigation for the judicial interpretation, refonnation, enforcement or rescission hereof, the prevailing party will be entitled to a judgment against the other for an amount equal to reasonable attorney's fees and court costs incurred. The "prevailing party" shall be deemed to be the party who is awarded substantially the relief sought. (NEXT PAGE IS SIGNATURE PAGE) 6 //'37 " [SIGNATURE PAGE FOR SUPPLEMENTAL SUBDMSION IMPROVEMENT AGREEMENT FOR CEDAR PARK, CVT 01-07] IN WITNESS WHEREOF, the parties hereto have caused this agreement to be executed the day and year first herein above set forth. THE CITY OF CHULA VISTA CEDAR PARK, LLC Mayor ofthe City of Chula Vista ATTEST City Clerk By: Approved as to form by Title: City Attorney (Attach Notary Acknowledgment) List of Exhibits: Exhibit "A" Legal Description Exhibit "B" Plat of Property J :\Engineer\PERMITS\EY\EY422SSIA.doc 7 /1- :ØP CALIFORNIA ALL·PURPOSE ACKNOWLEDGMENT I' State of California } ss. ". Ml;J I, ('1).0 /JIC{~ () County of I, I On rP-,i 1'1 ¡, c,...... 'I' personally appeared , before me, I I' I o personally known to me r;:;¡.--¡5roved to me on the basis of satisfactory evidence - ----I - - - - ~NYRlbSAGUIIítRI! ~. eonvn\ølion.1361255 ~ - Notary Public - Call1omla ~ i San D\II O County i i~ _ _ ~~~_Ju:16~~ to be the person(s) whose name(s) iØ!re subscribed to the within instrument and acknowledged to me that k@l$helthey executed the same in ~/her/their Authorized capacity(ies), and that by ~/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Place Notary Seal Above OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. I' I' I' Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: o Individual o Corporate Officer - Title(s): o Partner - 0 Limited 0 General o Attorney in Fact o Trustee o Guardian or Conservator o Other: RIGHT THUMBPRINT OF SIGNER Top of thumb here Signer Is Representing: © 1997 National Notary Association' 9350 De SotoAve P.O. Box 2402' Chatsworth, CA 91313~2402 Prod. No. 5907 Reorder: Call Toll-Free 1-800-876-6827 /1--3; 9 ~~~ , ,] I ] I ·1 ] J ] ] ~ ¡s," CITY COUNCIL AGENDA STATEMENT Item: { ~ Meeting Date: 9/17/02 ITEM TITLE: Public Hearing: PCC 02-34; Conditional Use Pennit, to install, operate and maintain a wireless communications facility consisting of two 15- foot-high monopines to support a total of three antenna arrays, two microwave dishes, and one GPS antenna; and an associated 45-square-foot equipment enclosure behind a single-family home located at 455 Quail Court, Applicant: Verizon Wireless A Resolution of the City Council of the City of Chula Vista granting approval of Conditional Use Permit, PCC-02-34, to Verizon Wireless to construct an unmanned wireless communications facility at 455 Quail Court. SUBMITTED BY: Director of Planning and Building REVIEWED BY: City Manager (4/5ths Vote: Yes_No ~ RECOMMENDATION: That the City Council continue the public hearing to the regular meeting of October I, 2002. /;¿ -I COUNCIL AGENDA STATEMENT Item /~ Meeting Date 9/17/02 ITEM TITLE: Resolution Adopting the Mitigated Negative Declaration (IS-02-35) for the Telegraph Canyon Road widening project and approving an agreement for financing and construction of roadway improvements for traffic enhancements between the City of Chula Vista and Brookfield Shea Otay, LLC, The EastLake Company, The McMillin Company, The Otay Ranch Company and Authorizing the Mayor to Execute the Said Agreement. Resolution Adopting the Mitigated Negative Declaration (IS-02-36) for the East H Street widening project and approving an agreement for financing and construction of roadway improvements for traffic enhancements between the City of Chula Vista and The McMillin Company and Trimark Pacific Homes, and Authorizing the Mayor to Execute the Said Agreement. ,/ SUBMITTED BY: Director of Public Works~/~ REVIEWED BY: City Managej:~ ~ (4/Sths Vote: Yes No X ) The Eastern Chula Vista Traffic Enhancement Program was initiated last year to identify traffic capacity adding improvements that can be implemented in the near future to provide congestion relief on arterial roadways within Chula Vista. A total of six enhancement projects were identified and two were chosen to be fast tracked due to their ability to be constructed in a short time frame. These two projects are the north side widening of East H Street and the north side widening of Telegraph Canyon Road east of 1- 805. Both of these projects have recently completed the environmental document public review period. An agreement for financing and constructing each of these roadway improvement projects must be approved by the City Council. RECOMMENDATION: That the City Council adopt Resolutions approving the mitigated negative declarations for the Telegraph Canyon Road (1S-02-35) and East H Street (1S-02-36) widening projects and agreements with the major developers in the Eastern Territories to finance the construction of roadway improvements for traffic enhancment, and authorizing the Mayor to execute said ageements on behalf of the city. BOARD/COMMISSION RECOMMENDATIONS: At their July 15, 2002, meeting, the Resource Conservation Commission (RCC) considered the initial studies and mitigated negative declarations for the Telegraph Canyon Road (IS-02-35) and East H Street (IS-02-36) widening projects. With the incorporation of their minor recommended revisions, the RCC determined that the initial studies are adequate and recommended that the mitigated negative declarations be adopted (see Exhibit 3, 7/15/02 RCC Meeting Minutes). The recommendations of the RCC have been incorporated into the final environmental documents. Page 2, Item /_~ Meeting Date 9/17/02 DISCUSSION: Background The City of Chula Vista has seen a consistent traffic volume increase east ofi-805 for the past several years. Traffic on some streets has seen more growth than others due to their relative location to new development as well as their proximity to the 1-805 freeway. On May 31, 2001, the City Council had a joint workshop with the Planning Commission and the Growth Management Oversight Commission (GMOC). The purpose of the workshop was to review the GMOC's annual threshold compliance report. One of the key thresholds was traffic and it was noted that rapid growth and development in Eastern Chula Vista was starting to strain the capacity of existing roadways resulting in added congestion and traffic delays. It was recognized that a concerted effort was needed to focus on a variety of transportation facilities and techniques to maintain the City's threshold standard and quality of life until more of the overall transportation network within the eastern part of the City has been completed. As a result, on July 24, 2001, the Council was presented with a three-prong approach involving: (1) enhancements to increase traffic capacity, (2) techniques to reduce peak hour demand via transportation demand management, and (3) a careful monitoring of both development activity and traffic levels of service to assure compliance with the City's Growth Management Ordinance. Since July of last year, City Staff and the major developers of projects east of 1-805 have been working to expedite six traffic enhancement projects located in the eastern part of the City. Two of these projects, the proposed widening of the north side of East H Street and of Telegraph Canyon Road were identified as first priority based upon their congestion relieving impacts and timeliness. The opening of the first section of Olympic Parkway has had a measurable effect on relieving congestion on both East H Street and Telegraph Canyon Road. The congestion will be further relieved in the long term by the construction of SR-125 and other remaining elements (including the widening of East H Street and Telegraph Canyon Road) of the overall traffic circulation system east of Interstate 805. The northern portion (Gap and Connector) of SR 125 will start construction this month. The toll road portion of SR 125 is expected to break ground by the end of this year once permanent financing has been secured. SR 125 is expected to be completed and open to traffic by January 2006. The remaining phases of Olympic Parkway easterly to the Olympic Training Center are being expedited and will be completed by November of this year. This will help tremendously to ease the flow of traffic from eastern Chula Vista to 1-805. Both the East H Street and Telegraph Canyon Road ~videning projects have completed their environmental review processes and are each being forwarded tonight for the Council's approval. Also included for Council's consideration are agreements with the developers to finance and construct these roadway improvements. 1-805/Telegraph Canyon Road Westbound improvements The proposed project involves the widening of Telegraph Canyon Road, by approximately 20 feet from 1-805 to a point approximately 1000 feet east of Halecrest Drive (Exhibit 1). The improvements along Telegraph Canyon Road would provide an additional westbound lane (from three to four lanes). Telegraph Canyon Road between 1-805 and Medical Center Drive has recently been measured and is at its upper most GMOC threshold limit (two hours of LOS D). This improvement will lead to an improved traffic flow for westbound traffic in the morning peak period. The geometry of the Page 3, Item Meeting Date 9/17/02 improvement would revise the existing three westbound lanes (one through, one shared through-right turn, one right-turn) to provide for two westbound through lanes plus two exclusive right turn lanes onto the 1-805 northbound on-ramp. This improvement is also important in the short term since Caltrans is planning to install ramp meters in the future. The project area is surrounded by commercial development to the north and multi-family residential development to the south. The proposed width of Telegraph Canyon Road along this area varies but could increase by approximately 12 feet in order to provide an additional westbound lane and maintain/provide the bike lane, a sidewalk and a parkway. The northbound on-ramp to 1-805 is not part of this project but Caltrans is proposing to widen this ramp to provide for the construction of an additional metered lane, resulting in two metered lanes and one diamond (carpool) lane. At this point in time, Caltrans expects to complete the ramp-metering project no later than 2005, but is trying to expedite the commencement of work. Staff has initiated negotiations with the two existing gas stations to acquire a portion of the properties located east of the 1-805 northbound on-ramps to construct the additional westbound lane. Overhead electrical utilities along the frontages of these two parcels will also need to be relocated/removed. Modifications to the drainage channel adjacent to the roadway will need to be done to accommodate the added width of paving and new sidewalk and landscaping. Depending upon final design requirements, these drainage modifications may include the capping and/or undergrounding of the existing trapezoidal concrete channel structure. This may be accomplished by the piping of the channel or constructing a structural concrete cap over the channel. Ertvironmental Review Process Mitigated Negative Declaration (MND) IS-02-35 (Exhibit 4) was prepared for this project pursuant to the provisions of the California Environmental Quality Act (CEQA). As part of the initial study process, traffic and noise technical studies and a Phase l Environmental Assessment were prepared. Based upon the findings of the initial study, it was determined that the project could potentially result in significant air quality, biological resources, and hazardous materials impacts. Therefore, appropriate mitigation measures were formulated to address these potentially significant impacts and incorporated into the mitigated negative declaration. The 30-day public review and comment period, including the State Clearinghouse review period for State of California agencies, for the MND closed on July 30, 2002. Comment Letters were received from the following agencies and individuals: State of California Governor's Office of Planning and Research, State Clearinghouse California Department of Transportation (Caltrans), District 11 Calii%mia Department ofFish and Game, South Coast Region Chula Vista Elementary School District Arthur D. Santos, D.D.S., Woodside Dental, 498 Hale Street, Chula Vista, CA 92010 Roberto Saucedo, property owner in the vicinity of Telegraph Canyon Road and Oleander Avenue (no personal mailing address specified) Pursuant to CEQA, although formal responses to written comments on a draf~ MND are not required the decision making body of the lead agency is required to consider the proposed MND together with any comments received during the public review process. The comment letters received in response to MND IS-02-35 and the Environmental Review Coordinator's responses are contained in Exhibit 5. The major issues identified in the comment letters are discussed below. Page 4, Item /~ Meeting Date 9/17/02 Street Closure Concern was expressed about the possible closure of Telegraph Canyon Road during construction, which would make it difficult for patients to access a dental office at the comer of Hale Street and Halecrest Drive. Although Telegraph Canyon Road will not need to be closed to through traffic in either direction to construct the proposed improvements, the intersection of Telegraph Canyon Road/Halecrest Drive may need to be temporarily closed for a few hours or up to a few days during specific construction work phases in order to facilitate work on Telegraph Canyon Road. In the event that the temporary closure of this intersection is necessary, a separate Council action will be brought forward for Council consideration. The traffic control plan is required as a standard condition of the project to ensure that access to all public roadways will be maintained during the construction period. Where lane closures result in one- way access, flag personnel will direct traffic to allow for two-way movement. Caltrans permit requirements for work within the Caltrans right-of-way may require that certain phases of work be confined to off-peak traffic hours, including night work. Removal of Mature Street Trees Concern was expressed regarding the removal of the mature Eucalyptus street trees along the north side of Telegraph Canyon Road within the project area to accommodate the proposed roadway widening; a commentor contends that the preservation of these trees was imposed as a condition of approval at the time the existing roadway improvements were approved. The proposed landscape concept plan calls for the replacement of impacted landscaping with new landscaping that will enhance the scenic quality of the roadway. The Enviroamental Impact Report (EiR) prepared for the Canyon Plaza Shopping Center in 1977, EIR-74-3 (Supplemental), states that the project area had been previously graded and was generally void of any substantial vegetation, with the exception of several California Pepper trees near the Telegraph Canyon Road pavement. Based on the description of the project area in the EIR as well as staff's review of aerial photographs from June 12, 1972 and May 2, 1986, it is apparent that the existing Eucalyptus street trees within the project area were planted just prior to 1980 at the time the third westbound lane, drainage channel, and parkway were constructed. No evidence indicating that the preservation of these existing street trees was ever required as a condition of any mitigation measures adopted by the City of Chula Vista was found by staff and no such evidence was provided by the commentor. 1-805/East H Street Westbound Improvements East H Street between 1-805 and Hidden Vista Drive is presently exhibiting potential for conflict with the GMOC thresholds in the near future. The proposed project involves the widening of East H Street, approximately 300 feet east of Hidden Vista Drive along East H Street to 1-805, from three to four westbound lanes (Exhibit 2). The project area is surrounded by commercial developments on the south side and single and multi-family residential development along the north side and includes an existing varying Right-of-Way (ROW) width from 128 to 136 feet. There is currently only one westbound right- tum lane onto northbound 1-805. The proposed configuration of East H Street would increase the ROW by approximately 12 to 20 feet in order to provide two westbound dedicated northbound 1-805 lanes approximately 300 feet east of Hidden Vista Drive along East H Street. In the interim, since Caltrans Page 5, Item ~ Meeting Date 9/17/02 will not have completed their ramp-widening project, these two westbound lanes onto the freeway will transition back to one lane at the northbound on-ramp. In the near future, Caltrans intends to provide three northbound on-ramp lanes consisting of two metered lanes and one diamond (carpool) lane under the same ramp-metering project proposed for Telegraph Canyon Road and other 1-805 northbound on- ramps in Chula Vista. On Thursday August 29, 2002, City staff and Councilmember Salas attended a meeting at the request of several area residents in order to address their concerns over this project. Many of the concerns raised by the residents are contained in the comment letters received in response to the environmental document (Exhibit 5). Several additional issues were brought up at this meeting including items related to pedestrian crossing times, vehicles blocking the intersection during peak periods and vehicles running the red lights. Another issue brought up by an area resident focused on the existing Hidden Vista Open Space District 11 budget and whether or not their annual assessment cost would increase as a result of this project. This issue is addressed below. Open Space District 1! Impacts The project will reduce the amount of landscaping to be maintained by Open Space District 11 due to the roadway widening reducing the size of the two open space lots along the project frontage. Since the amount of landscaping to be maintained is reduced, the budget for the district will be based on less landscaping to be maintained. Any increase in cost of landscaping attributed to the retaining wall would not be included in the District 11 budget to the extent that the amount exceeds the limitations of Proposition 218. It should be noted that since the project requires the use of retaining walls along the slopes and the district does not have any existing retaining walls in these locations, the cost of maintaining a new facility, the retaining wall, cannot be included into the Open Space District l 1 budget due to the requirements of Proposition 218. The City's General Fund will cover the additional maintenance cost for the retaining wall, safety fencing, drainage systems and other appurtenances related to the retaining wall needed to maintain the wall in good working order. Landscaping is proposed to cover the face of these retaining walls so that once covered it will be difficult to discern that there is an actual block retaining wall structure along the project frontage. The cost to maintain the retaining wall is estimated to be less than $5,000 annually. Environmental Review Process Mitigated Negative Declaration (MND) IS-02-36 (Exhibit 5) was prepared for this project pursuant to the provisions of the California Environmental Quality Act (CEQA). As part of the initial study process, traffic, biological, cultural resoumes, noise, and air quality technical studies were prepared. Based upon the findings of the initial study, it was determined that the project could potentially result in significant air quality, biological resources, and paleontological resources impacts. Therefore, appropriate mitigation measures were formulated to address these potentially significant impacts and incorporated into the MND. The 30-day public review and comment period, including the State Clearinghouse review period for State of California agencies, for MND IS-02-36 closed on July 29, 2002. Comment letters were received from the following agencies and individuals: Page 6, Item/~.~ Meeting Date 9/17/02 State of California Governor's Office of Planning and Research, State Clearinghouse California Department of Transportation (Caltrans), District 11 Chula Vista Elementary School District David M. Peters, Esq., Peters & Freedman, L.L.P. Attorneys at Law, representing the Sanibelle Community Association Marilyn M. Patterson, 370 Bay Leaf Drive, Chula Vista, CA 91910 George G. Amacker, 435 Sanibelle Cimle #157, Chula Vista, CA 91910 Reyes Franco and Eugenia Aguilar Franco, 453 Smoky Circle, Chula Vista, CA 91910 Pursuant to CEQA, although formal responses to written comments on a draft MND are not required the decisionmaking body of the lead agency is required to consider the proposed MND together with any comments received during the public review process. The comment letters received in response to MND IS-02-36 and the Environmental Review Coordinator's responses are contained in Exhibit 5. The major issues identified in the comment letters are discussed below. Preparation of an E1R Required One commentor made the following statement: "The proposed project may have a significant impact on the environment, and the proposed plans are not sufficient so as to avoid or mitigate the effects to a point where clearly no significant effect on the environment would occur, and thus, a Mitigated ND is insufficient. Therefore, an EIR is required." Pursuant to CEQA, MND's shall be prepared for a proposed project when an initial study identifies potentially significant effects on the environment, but revisions in the project plans or proposals made by, or agreed to by, the applicant before the proposed MND and initial study are released for public review would avoid the effects or mitigate the effects to a point where clearly no significant effect on the environment would occur, and there is no substantial evidence, in light of the whole record before the lead agency, that the project, as revised, may have a significant effect on the environment. Pursuant to CEQA, an EIR shall be prepared if there is substantial evidence, in light of the whole record before the lead agency, that the project may have a significant effect on the environment; substantial evidence includes fact, a reasonable assumption predicated upon fact, or expert opinion supported by fact and is not argument, speculation, unsubstantiated opinion or narrative, evidence that is clearly inaccurate or erroneous, or evidence of social or economic impacts that do not contribute to, or are not caused by, physical impacts on the environment. Furthermore, if a lead agency is presented with a "fair" argument that a project may have a significant effect on the environment, the lead agency shall prepare an EIR even though it may also be presented with other substantial evidence that the project will not have a significant effect. The same commentor made the follo~ving statement: "In accordance with CEQA, the City is required to consider the views held by members of the public in all areas affected." In determining whether an effect will be adverse or beneficial, CEQA requires the lead agency to consider the views held by members of the public in all areas affected as expressed in the whole record. Pursuant to CEQA, the existence of public controversy over the environmental effects of a project will not require the preparation of an EIR if there is no substantial evidence before the agency that the project may have a significant effect on the environment. Based upon the comments letters received as well as the input provided by members of the public during the August 29, 2002, meeting discussed above, staff Page 7, Item /,.~ Meeting Date 9/17/02 acknowledges that public controversy exists with respect to a number of environmental as well as non- environmental issues. The information contained in the attached final MND, responses to comments, and MND Findings assesses the basis for substantial evidence in the record of a significant effect on the environment, including whether or not a fair argument that the project may have a significant effect on the environment has been presented to the City. The information contained in these documents supports staff's determination that the significant effects of the project on the environment would be mitigated to a level of insignificance through the implementation of the proposed mitigation measures. Upon careful consideration of the environmental issues raised by the public and reconsideration of the environmental analysis conducted for this project, staff has found no substantial evidence, as outlined in the responses to comments and MND Findings attached hereto and incorporated herein, indicating that the project would result in any significant, unmitigated effects on the environment. Therefore, despite the existence of public controversy relative to the environmental effects of the proposed project, staff has reaffirmed that its determination to prepare an MND is consistent with the provisions of CEQA, because no substantial evidence, in light of` the whole record before the City of Chula Vista as lead agency, that the project may result in a significant, unmitigated effect on the environment has been found. Traffic Noise Concern about increased traffic noise in the residential area immediately north of East H Street that would result from the proposed roadway widening was expressed. Based on the results of RECON's "Noise Technical Report for the East H Street Widening Project," dated May 29, 2002, the combined effect of increasing the width of the roadway by approximately 12 feet and the projected minor increase in average travel speed is projected to result in a 0.4 decibel increase, which is not considered a significant impact since changes of'less than 3 decibels in general are not noticeable in the outdoor environment. Traffic Hazards Concern about increased traffic hazards at the intersection of East H Street and Hidden Vista Drive that would result from the proposed roadway improvements was expressed. It is the opinion of the City Engineer that the proposed improvements would not result in a significant increase in traffic hazards at this intersection. City staff has implemented and will continue to monitor traffic signal timing and phasing plans as well as to ensure that adequate sight distance is available to see on-coming vehicles. Air Quality Concern was expressed regarding the potential for increased automobile pollutant emissions to be generated closer to the residences to the north of the project area. As stated in the air quality report prepared for the project, carbon monoxide concentrations in the immediate project area vicinity are estimated to decrease slightly with the project due to the projected decrease in congestion. Impacts to Habitat of Wildlife Species Concern was expressed about the reduction of habitat of wildlife species that would result from the proposed roadway widening. The earthwork associated with the construction of the proposed Page 8, Item ~ Meeting Date 9/17/02 improvements would result in the removal of ornamental landscaping and may require the removal of a small number of eucalyptus and sycamore trees that have the potential to serve as nesting areas for raptors. In addition, construction noise could potentially impact the breeding success of a pair of coastal California gnatcatchers, if present, during the gnatcatcher breeding season within 500 feet of the western limit of the construction area. The potential impacts to nesting raptors and breeding gnatcatchers are identified in the biological technical report and in the MND as potentially significant impacts requiring mitigation. Measures required to mitigate these potentially significant impacts to below a level of significance have been included in the MND. Aside from potentially significant impacts to raptors and gnatcatchers, no other potential impacts to sensitive wildlife were identified in the biological technical report and no other impacts are expected to result. The minor loss of ornamental landscaping that would result from the proposed project is not expected to result in the elimination of those non-sensitive wildlife species that presently inhabit and utilize the project area and immediately adjacent areas. Agreements for Financing and Construction of Roadway Improvements for Traffic Enhancement City staff has met with the development community in order to finance the construction costs related to these two enhancement projects. The "Agreement for Financing and Construction of Roadway Improvements for Traffic Enhancement" documents describe the terms, conditions and obligations for both the City and the development community as they pertain to the construction and financing of these roadway projects. The developers acknowledge and agree that various transportation facilities are to be constructed and improved in order for the City to maintain the City's Growth Management Threshold Standards and quality of life. The parties intend by these agreements to establish a system for the financing and construction of the roadway improvements. The developers will also prepare and submit to the City for City approval grading, landscaping and improvement plans and agree that all of said work on these two projects be constructed in accordance with City standards. The first agreement is for the Telegraph Canyon Road improvements and is between the City of Chula Vista and Brookfield Shea Otay, LLC; the EastLake Company; the McMillin Company; and The Otay Ranch Company. The cost of these improvements is estimated at $3,000,000 (see attached resolution). The second agreement is for the East H Street improvements and is between the City of Chula Vista and The McMillin Company and Trimark Pacific Homes. The cost of these improvements is estimated to be $2,000,000 (see attached resolution). As set forth in these agreements, the developers agree to commence construction off 1. East H Street improvements no later than November 1, 2002 and complete the improvements within four calendar months. 2. Telegraph Canyon Road improvements no later than, the earlier of, March 1, 2003 or the completion of the East H Street widening project and shall complete these improvements within five calendar months. The developers shall also provide security in the form of cash (or CFD bond proceeds) in accordance with the terms and provisions set forth in their respective agreements. The City will be performing additional traffic studies to monitor the impacts of certain roadway projects no later than the first quarter of 2003. At that time, the City will consider any impacts these Page 9, Item l~.9 Meeting Date 9/17/02 improvements will have on each of the developer's projects. However, no action will be brought forward to City Council for consideration unless and until all of the following have occurred: 1. East H Street roadway improvements are under construction or construction has been secured pursuant to the terms of the Agreement; 2. Olympic Parkway has been completed, east of Oleander Avenue to Wueste Road; 3. Notice to construct has been issued on any portion of SR-125 which may include the Gap or Connector; 4. East H Street south side improvements have been completed; and 5. City has received cash or security for the roadway improvements from each of the developers. ENVIRONMENTAL IMPACT: The Environmental Review Coordinator has reviewed the proposed project for compliance with the California Environmental Quality Act and has conducted Initial Studies, IS-02-35 (Telegraph Canyon Road) and IS-02-36 (East H Street), in accordance with the California Environmental Quality Act. Based upon the results of the Initial Studies, the Environmental Review Coordinator has determined that the projects could result in significant effects on the environment. However, revisions to the projects made by or agreed to by the applicant would avoid the effects or mitigate the effects to a point where clearly no significant effects would occur; therefore, the Environmental Review Coordinator has prepared Mitigated Negative Declarations, IS-02-35 and IS-02-36. FISCAL IMPACT: The retaining wall and appurtenances proposed for the East H Street project cannot be included in the existing Open Space District 11 operating budget due to the requirements of Proposition 218. There is no fiscal impact since all of the related costs associated with these enhancement projects are provided by the development community. Attachments: Exhibit 1: Area Plat - Telegraph Canyon Road Exhibit 2: Area Plat - East H Street Exhibit 3: Minutes of the 7/15/02 Meeting of the Resource Conservation Commissio Exhibit 4: Mitigated Negative Declaration IS-02-35 & Comment Letters and Responses Exhibit 5: Mitigated Negative Declaration IS-02-36 & Comment Letters and Responses Resolution for Telegraph Canyon Road Improvements Resolution lbr East H Street Improvements File No. 0735-10-CY-IOI/CY-102 H:\ENGINEERVPraffic Capacity Enhancements\Draft Council Agenda Statement.doc 9/13/02 10:11 AM EXHiBiT~ --~ .. MINUTES OF A REGULAR MEETING OF THE RESOURCE CONSERVATION COMMISSION July 15, 2002 Mercy Building Conference Room 430 "F" Street MEETING CALLED TO ORDER by Vice-Chair Doug Reid at 6:37 p.m. ROLL CALL/MOTION TO EXCUSE There was no motion to excuse Commissioner Juan Diaz. MEMBERS PRESENT: Vice-Chair Doug Reid, Commissioners Cindy Burrascano, Charles Bull, Pamela Bensoussan, Stanley Jasek and Chair Teresa Thomas (6:41 p.m.) STAFF PRESENT: Paul Hellman, Environmental Projects Manager Frank Rivera, Senior Civil Engineer Linda Bond, Recording Secretary OTHERS PRESENT: Matt Beulen, RECON Lee Sherwood, RECON ORAL COMMUNICATIONS: None. NEW BUSINESS Agenda Item #2 was taken out of order, as the environmental consultant for Agenda Item ~1 was not present. Commissioner Bull recused himself from this item. 2. IS-02-36 - East "H" Street Widening Mr. Frank Rivera (Senior Civil Engineer) reported that the project involves the addition of one westbound lane on East "H" Street just east of Hidden Vista Drive to the 1-805. With the widening, the bus stop will be relocated from the northeast to the northwest side of the intersection per the request of Chula Vista Transit. Retaining walls will be constructed along the northerly edge of the roadway for most of the area east of Hidden Vista Drive and west of the intersection. CalTrans proposes to widen the northbound on-ramp to 1-805 in the future. Mr. Paul Hellman (Environmental Projects Manager) reported that the entry monuments and landscaping into the Terra Nova Subdivision on both sides of Hidden Vista Drive would be relocated further back. The initial environmental work consisted of a Biological Resources Report, Noise Report, Air Quality Report and a RCC Minutes - 2- July 15, 2002 Traffic Study. It was determined that significant short-term air quality impacts would occur during the construction process. Possibie biological impacts would involve the removal of trees, which may be used by raptors for nesting and potential construction noise impacts to coastal California gnatcatchers during their breeding season, if present in proximity to the construction area. There is high paleontological resource sensitivity in the area. The disturbance of paleontological resources .during construction would be considered a significant impact requiring mitigation. Paleontological monitoring within undisturbed rock units shall be required. Commissioner Jasek felt strongly that moving the bus stop to the west side of the intersection and omitting the bus turn out would further increase the blockage of traffic flow. The additional lane that is going in is going to be blocked by buses numerous times throughout the day. Commissioner Burrascano noted that, with both these projects (East "H" Street and Telegraph Canyon Road), traffic would be going onto the freeway at a faster rate. Isn't that going to cause even more massive traffic jams in the long run? Mr. Rivera indicated that CalTrans proposes to widen the on-ramps and possible ramp metering in the future. Chair Thomas had a problem with the City and CalTrans staggering their improvements. Mr. Rivera stated that CalTrans does not have the funding for these projects at this time. Chair Thomas asked how the relocated bus stop correlated with the Transit First Project? Commissioner Bensoussan indicated that the Transit First bus stop would be located inside the Terra Nova shopping center. Vice-Chair Reid noticed in the cross sections there was an indication of fence at the top of the retaining walls. He presumed it would tie in with the Rancho del Rey design. Mr. Hellman stated that was a safety fence for landscape maintenance workers and would primarily be transparent. Chair Thomas noted that within a number of mitigation measures, the word "periodically" was used. She would like to see specific expressions for the meaning of "periodically". Chair Thomas asked if there was a hotline to call regarding dust from any project. Mr. Rivera stated that the general Engineering or Public Works numbers could be called for immediate attention. Commissioner Jasek felt that the box for 'Transportation/Traffic' on page 51 of the environmental checklist should be checked as an environmental factor potentially affected. Chair Thomas requested that an up-to-date level of service table for that area be brought to the next meeting. MSC (Bensoussan/Burrascano) that the RCC has determined that the Initial Study t'or the East "H" Street Widening (IS-02-36) is adequate and that the RCC Minutes - 3 - July 15, 2002 Mitigated Negative Declaration be adopted with the following additional mitigation recommendations or clarifications included: a) That the design of the safety fence on top of the retaining wall be coordinated with the Rancho del Ray fencing design. b) That Air Quality Mitigation Measure 5 be revised to delete the work "periodically" and to require that the construction equipment used in the project be tuned up before starting the work. c) That the best management practices implemented during construction comply with the highest applicable Regional Water Quality Control Board regulations. d) That Air Quality Mitigation Measure 2 be revised to state that construction shall not commence until 8:00 a.m. when stockpiling material within the roadway. e) That the words "regular" and "periodically" in Air Quality Mitigation Measures 1 and 2 be deleted and that these measures be revised to require compliance with the highest applicable County Air Pollution Control District and California Air Resources Board rules and regulations. Vote: (5-0-1-1) with Bull abstaining and Diaz absent. Commissioner Bull returned to the meeting. 1. IS-02-35 - Telegraph Canyon Road Widening Mr. Rivera reported that the project consists of construction of an additional westbound lane on Telegraph Canyon Road from the 1-805 northbound on-ramp to approximately 1,000 feet east of Halecrest Drive. The roadway improvements will require acquisition of right-of-way from the two gas stations east and west of Halecrest Drive. The existing 4-foot wide median on Telegraph Canyon Road west of Halecrest Drive in front of the Arco Station will be removed and reconstructed to the south. The main entrance to the shopping center at the signal light will be widened to three lanes (two lanes out and one lane in). The driveway next to the Union 76 station will be modified. The landscaping will be redone along the project limits. Staff is coordinating those efforts with the shopping center owner. Mr. Hellman reported that a Phase 1 environmental assessment was done due to the work that would occur on the two gas stations. There has been history of cases involving contaminated soils due to underground tanks that have been replaced. A noise study and traffic study were prepared. The significant impacts identified were biological resources (removal and replacement of 18 mature eucalyptus trees along the shopping center frontage which may be used by raptors for nesting), hazardous RCC Minutes - 4- July 15, 2002 materials related to the two gas stations and short-term construction-related air quality. Commissioner Bensoussan would like to see the eucalyptus street trees to be removed along the shopping center frontage replaced with appropriate trees (not palm trees). Commissioner Bull stated that, according to the Initial Study (page 18), "semi-mature specimen eucalyptus trees" are proposed. Commissioner Burrascano suggested non-monocot trees, which would exclude palms. Commissioner Jasek thought two lanes in and one lane out of the shopping center at the main entry made more sense if the purpose was to improve traffic on Telegraph Canyon Road. Mr. Rivera indicated that the shopping center owner is proposing to close off the first intersection in the parking lot, which should clear the stacking problem. Commissioner Bull asked if the shopping center owner was actually going to carry out their proposal? Mr. Rivera stated that those are the plans that are in for City review at this time. Chair Thomas asked about the contaminated soil case at one of the gas stations. Mr. Hellman stated that whenever contamination is discovered, the County Department of Environmental Health opens a case for that particular instance, and that they implement a work plan to remediate the contamination. Until they get to the closure of that remediation, they consider the case open. There are no problems with the current gas station equipment. Chair Thomas asked if there is a traffic control plan at the present time for that area. Mr. Rivera responded in the negative. It is project specific for the construction and is a requirement of the contractor to prepare a plan to the satisfaction of the City Engineer. M$C (Bull/Bensoussan) that the RCC determine that the Initial Study is adequate and the Mitigated Negative Declaration be adopted with the recommendation that the eucalyptus street trees to be removed not be replaced with monocot trees (such as palm trees), with the goal of maintaining the aesthetics and traditional character of the neighborhood. Vote: (6-0-0-1) with Diaz absent. ENVIRONMENTAL REVIEW COORDINATOR COMMENTS: Mr. Hellman handed out a Council information memo from Bob Leiter, dated July 10, 2002, regarding the proposal for a Historic Preservation Strategic Plan. The plan at this time is to select an RCC representative at its next meeting to sit on that ad hoc committee. CHAIR COMMENTS Chair Thomas would like to have an update of the Otay Ranch conveyance plan placed on the next agenda. She handed out information regarding 'Conservation Banking' and RESOLUTION NO. 2002- RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA ADOPTING THE MITIGATED NEGATIVE DECLARATION (IS-02-35) FOR THE TELEGRAPH CANYON ROAD WIDEN1NG PROJECT AND APPROVING AN AGREEMENT FOR FINANCING AND CONSTRUCTION OF ROADWAY IMPROVEMENTS FOR TRAFFIC ENHANCEMENTS BETWEEN THE CITY OF CHULA VISTA AND BROOKFIELD SHEA OTAY, LLC, THE EASTLAKE COMPANY, THE McMILLIN COMPANY, THE OTAY RANCH COMPANY AND AUTHORIZING THE MAYOR TO EXECUTE THE SAID AGREEMENT; WHEREAS, the Eastern Chula Vista Traffic Enhancement Program was initiated last year to identify traffic capacity adding improvements that can be implemented in the near futura to provide congestion relief on arterial roadways within Chula Vista; and WHEREAS, a total of six enhancement projects were identified and two were chosen to be fast tracked due to their ability to be constructed in a short time frame; and WHEREAS, these two projects are the north side widening of East H Street and the north side widening of Telegraph Canyon Road east of 1-805 and both projects have recently completed the envirorLmental document public review period; and WHEREAS, an agreement for financing and constructing the roadway improvement projects must be approved by the City Council. NOW, THEREFORE, BE iT RESOLVED that the City Council finds that the Mitigated Negati've Declaration (IS-02-35) has been prepared in accordance with the requirements of the California Environmental Quality Act, and the Enviroiunental Review Procedures of the City of Chula Vista, and that the Mitigation Monitoring Program is designed to ensure that during Project implementation, the permittee/Project applicant, and any other responsible parties implement the project components and comply with the mitigation Monitoring Program. The City Council finds that the Mitigated Negative Declaration reflects the independent judgment of the City Council of the City of Chula Vista and hereby adopts the Mitigated Negative Declaration, and adopts Mitigation Monitoring Program set forth therein, a copy of which is on file in the office of the City Clerk. BE IT FURTHER RESOLVED that the City Council of the City of Chula Vista does approve an Agreement for financing and construction of roadway improvements for traffic enhancements between the City of Chula Vista and Brookfield Shea Otay, LLC, The EastLake Company, the McMillin Company, and The Otay Ranch Company, a copy of which shall he kept on file in the office of the City Clerk. BE IT FURTHER RESOLVED that the City Mayor is hereby authorized to execute the agreemem on behalf of the City of Chula Vista. Presented by Approved as to form by John P. Lippitt John M. Kaheny Director of Public Works City Attorney J:\at/omey\reso\ Trafl'ic Enhancement Roadway Improvemcnts TC Road 2 THE ATTACHED AGREEMENT HAS BEEN KEVIEWED AND APPROVED AS TO FORM BY THE CITY ATTORNEY'S OFFICE AND WILL BE FORMALLY SIGNED UPON APPROVAL BY THE CITY COUNCIL John M. Kaheny City Attorney Dated: AGREEMENT FOR TRAFFIC ENHANCEMENTS BETWEEN THE CITY OF CHULA VISTA AND BROOKFIELD SHEA OTAY, LLC, THE EASTLAKE COMPANY, THE MCMILLIN COMPANY, THE OTAY RANCH COMPANY FOR TELEGRAPH CANYON ROAD AGREEMENT FOR FINANCING AND CONSTRUCTION OF ROADWAY IMPROVEMENTS FOR TRAFFIC ENHANCEMENT This Agreement for the Financing and Construction of roadway improvements ("Agreement") is made as of this day of , 2002, by and among the CITY OF CItULA VISTA, a municipal corporation ("City"), McMILLIN OTAY RANCH LLC, a Delaware limited liability company ("McMillin'), and OTAY PROJECT LLC, a California limited liability company ("Otay"), BROOKFIELD SHEA OTAY LLC ("BSO"), and THE EASTLAKE COMPANY ("EastLake") (collectively referred to herein as "the Developers"), with reference to the following facts: 1. The Properties. This Agreement has been prepared for the benefit of that certain real property located in the City east of the 1-805 Freeway, (as shown on and described below) (collectively referred to herein as the "Property"), for the construction of certain Roadway Improvements (as defined below). The McMillin Property. A portion of the Property is owned by McMillin and its successors-in-interest or assignees, as shown on Exhibit A-1 (the "McMillin Property"). The Otay Property. A portion of the Property is owned by Otay (and South Bay Project, LLC) and its successors-in-interest or assignees, as shown on Exhibit A-2 (the "Otay Property"). The BSO Property. A portion of the Property is owned by BSO and its successors-in-interest or assignees, as shown on Exhibit A-3 (the "BSO Property"). The EastLake Property. A portion of the Property is owned by EastLake and it successors-in-interest or assignees, as shown on Exhibit A-4 (the "EastLake Property"). 2. Threshold. The various Public Facility Financing Plans ("PFFP"), tentative map conditions and other entitlements prepared for development of the respective Developers' Property describes the threshold of building permits that can be issued for their projects as the result of traffic impacts on roadways within the City. 3. Threshold. In order for The Developers to continue to receive building permits beyond the thresholds identified in their PFFPs and other entitlements, the Developers have agreed that certain roadway improvements will be constructed. Additionally, the Developers acknowledge and agree that various transportation facilities are to be constructed and improved in order for the City to maintain the City's Growth Management Thresholds standard and quality of life. 1 J:\Attorney\ANN\Traffic\4 Party Agreement FINAL Clean.doc 4. Purpose of Agreement. The Developers and the City want to assure the financing and construction of roadway improvements, as described herein, and continue the orderly development of the Property. The parties intend by this Agreement to establish a system for the financing and construction of the roadway improvements to allow for the continual issuance of building permits for each of their respective Properties. 5. Definitions. For purposes of this Agreement, the following terms shall mean: "Acquisition and Financing Agreement" means an executed agreement entered into by the City and a developer when forming an assessment district, pursuant to the Mello Roos Act of 1982, being Chapter 2.5, Part 1, Division 2, Title 5 of the Government Code of the State of California. "CEQA" means California Environmental Quality Act. "Commence Construction" means when a construction contract has been awarded for the appropriate improvement and actual physical ~vork on the improvement has begun. "Complete Construction," means that an improvement has been constructed and the City Engineer has determined that such improvement is ready for use by the public. Neither; (a) formal acceptance of the improvement by the City, nor (b) the completion of minor "punch list" item(s) related but not essential to the safe operation of the roadway, as determined by the City Engineer, is required for construction of an improvement to be deemed completed pursuant to the terms of this Agreement. "Community Facility District" means an Assessment District established by the City of Chula Vista pursuant to the provisions of the Mello Roos Community Facility Act of 1982, being Chapter 2.5, Part i, Division 2, Title 5 of the Government Code of the State of California, for construction of public improvements. "Days" shall means business days unless otherwise stated. "'H' Street Traffic Enhancement Project" means the widening of the north (westbound) side East H Street from three to four lanes, approximately 500 feet east of Hidden Vista Drive west to the Caltrans right-of-way at 1-805, and includes related traffic signal modifications, a dedicated transit priority lane, new retaining walls and landscaping. "'H' Street South Side Improvements" means the widening on the south (eastbound) side of East 'H' Street a distance of approximately 500 feet, east and west of Interstate 805 northbound ramps within the Caltrans right-of-way and includes 2 J:\Attorney\ANN\Traffic\4 Party Agreement FINAL Clean.doc related traffic signal work and replacing asphalt concrete improvements on the center raised island median with decorative stamped concrete. "Roadway Improvements" means the widening of Telegraph Canyon Road from 1-805 to a point approximately 1,000 feet east of Halecrest Drive, an additional lane in the westbound direction on Telegraph Canyon Road as more particularly shown on Exhibit "B" and as may be amended or modified at the discretion of the City Engineer when required by circumstances that may occur after the execution of this Agreement, in order to complete construction pursuant to the approved plans. NOW, THEREFORE, in consideration of the mutual covenants heroin contained, the parties agree as set forth below. ARTICLE 1 Developers' Obligations 1.1 Plan Submittal. The Developers have prepared for approval by the City, the following plans: a. Grading Plans. Grading plans for the purpose of constructing the Roadway Improvements, related erosion control and slope landscaping improvements, and all other related improvements reasonably required by the City Engineer for the completion of such grading work and landscaping plans for the Roadway Improvements. b. Improvement Plans. Improvement Plans for the Roadway Improvements, and other related improvements necessary for the construction of such improvements, as reasonably required by the City Engineer, including, those improvements described in Exhibit "D". All such plans shall be prepared in accordance with the City's standards, ordinances, requirements and approved permits by other governmental agencies, if any. The Developers shall pay all required processing costs as set forth in the paragraph below entitled "Plan Check Fees and Additional Costs". City agrees to diligently process all plans submitted to the City for its approval. 1.2 Improvement Work. a. Grading. The Developers agree to cause the grading and the installation of such grading improvements reasonably required by the City Engineer for the completion of such grading work, including those improvements described in Exhibit "D" and the performance of all related land development work described in Exhibit "D" (all of the above described grading work shall be referred to collectively as "Developers' Grading Work"). Developers' obligations hereunder shall include the obligation to complete all said work shown on the above described grading plans, approved by the City. Developers agree 3 J:\Attorney\ANN\Traffic\4 Party Agreement FINAL Clean,doc to commence and complete all of Developers' Grading Work on or before the dates set forth in Exhibit "D". b. Construction Work. Developers agree to cause the construction, in accordance with City approved plans, City's standards and approved permits by other governmental agencies, if any, the Roadway Improvements and related improvements necessary for completion of said improvements as reasonably required by the City Engineer, including any sewer and waterline improvements, dry utility improvements, landscaping and those improvements described in Exhibit "D". Developers agree to commence and complete construction of the Roadway Improvements on or before the dates set forth in Exhibit "D" provided the City has approved the plans and approvals for the Roadway Improvements. Developers further agree to relocate any facilities or improvements necessary to install Roadway Improvements. Developers acknowledge and agree that Developers shall be responsible for constructing the Roadway Improvements even if the cost of the construction thereof exceeds the current estimates of the cost of constructing said improvements. 1.3 Manner of Construction. Developers agree to perform the Grading Work and construct the Roadway Improvements, in a good and workmanlike manner, free of any flaws and defects and consistent with City's design standards and specifications, City approved plans, and all necessary permits and approvals. Developers further agree to furnish any necessary materials therefore, all in strict conformity and in accordance with City approved plans and specifications. Developers understand and agree that, in the performance of all such work, Developers shall conform to and abide by all of the provisions of the ordinances of the City of Chula Vista, the laws of the State of Califomia applicable to said work and any permits or approvals provided by other governmental agencies. Developers may elect to assign to one of Developers the obligation to construct the Roadway Improvements, provided, however, City approves of the assignment, which may not be unreasonably withheld. Notwithstanding the foregoing, each of the Developers (including the construction Developer) shall remain liable for all of its obligations, covenants and warranties herein. 1.4 Completion of Work. Developers acknowledge and agree that if Developers' Grading Work or construction of the Roadway Improvements are not commenced or has not been completed within the dates set forth in Exhibit "D", the sums of cash or bond proceeds provided by the Developers (pursuant to paragraph 1.13) may be used by City for the completion of the Grading Work or the Roadway Improvements. Developers agree to pay the City any difference bet~veen the total costs incurred to perform the work, including, but not limited to, reasonable design and administration of construction (including a reasonable allocation of overhead), and any proceeds received by the City. The City may at its sole discretion, use the sums provided by the Developers to complete a smaller portion of the Grading Work or the Roadway Improvements if circumstances prevent completion of the entire Roadway Improvements as determined by the City. Upon certification of completion by the City Engineer and acceptance of said work by City, and after certification by the Director of Finance that all costs hereof are fully paid, the whole amount of the cash or bond proceeds, or any part thereof not required for payment, shall be 4 J:\Attorney\ANN\Traffic\4 Party Agreement FINAL Clean.doc released to Developers or their assigns, pursuant to the terms of this Agreement if cash is provided by any of the Developers or the Acquisition and Financing Agreement of the respective Developers if bond proceeds are provided by any of the Developers. City agrees to diligently process the acceptance and certifications necessary to release said funds. 1.5 Developers' Costs and Expenses. It is also expressly agreed and understood by Developers that in no case will the City, or any department, board, officer, employee or agent thereof, be liable for any portion of the costs and expenses of the aforementioned work, nor shall the City or the City's officers, employees, agents, sureties or bondsmen, be liable for the payment of any sum or sums for said work or any materials furnished therefor. 1.6 Maintenance Costs. Developers understand and agree that until such time as all of the Grading Work and construction of the Roadway Improvements are fully completed and accepted by City, Developers shall be responsible for the care, maintenance of, and any damage to, the Grading Work and the Roadway Improvements. It is further understood and agreed that Developers shall guarantee all of the Grading Work and the Roadway Improvements for such period required by the City Engineer in accordance with what is customarily required by the City for such work, and correct any and all defects or deficiencies arising during said period as a result of the acts or omission of Developers, their agents, employees or assigns in the performance of this Agreement. 1.7 Indemnification. Developers further understand and agree that City, (as "Indemnitee") or any officer or employee thereof, shall not be liable for any bodily injury, death, or property damage, including thereto hazardous materials and property takings claims occasioned by reason of the acts or omissions of Developers, their subcontractors or suppliers, their agents or employees, or lndemnitee (to the extent they are not the result of Indemnitee's sole negligence or willful misconduct), related to the Grading Work and the construction of the Roadway Improvements. Developers and each of them further agree to defend, indemnify, protect and hold the Indemnitee, its officers and employees, harmless from any and all claims, demands, causes of action, liability, costs and expense (including, without limitation, reasonable attorney's fees) or loss for bodily injury, death or property damage, including thereto hazardous materials and property takings claims because of or arising out of the Grading Work and construction of the Roadway Improvements or the acts or omissions of Developers, its subcontractors or suppliers, its agents or employees, or Indemnitee, related thereto; provided, however, that Developers shall have no obligation to indemnify, defend, protect or hold Indemnitee harmless from any such losses, claims, demands, causes of action, liability, damages, costs or expenses to the extent they arise out of the sole negligence or willful misconduct of the Indemnitee or any officer or employee thereof. Developers further agrees to defend, indemnify, protect and hold the Indemnitee, its officers and employees, harmless from any and all claims, demands, causes of action, liability, cost and expense (including without limitation, reasonable attorney's fees) made or incurred by third parties pursuant to or arising out of contracts entered into by such third parties with or on behalf of Developers or their successors, assigns or agents concerning the Grading Work and construction of the Roadway Improvements; provided, however, that Developers shall have no obligation to indemnify, defend or hold Indemnitee harmless from 5 J:\Attorney\ANN\Traffic~4 Party Agreement FINAL Clean.doc any such losses, claims, demands, damages, causes of action, liability, costs and expenses to the extent that they have arisen due to the sole negligence or willful misconduct of Indemnitee. The improvement securities referred to above shall not cover the provisions of this paragraph. Such indemnification and agreement to hold harmless shall extend to damages to adjacent or downstream properties or the taking of property fi.om owners of such adjacent or downstream properties as a result of the Grading Work or construction of the Roadway Improvements as provided herein. It shall also extend to damages resulting fi.om diversion of waters, change in the volume of flow, modification of the velocity of the water, erosion or siltation, or the modification of the point of discharge as the result of the Grading Work or construction of the Roadway Improvements. The approval of plans for the Grading Work and the Roadway Improvements shall not constitute the assumption by City of any responsibility for such damage or taking, nor shall City, by said approval, be an insurer or surety for said work and related improvements. The provisions of this paragraph shall become effective upon the execution of this Agreement and shall remain in full fome and effect for ten (10) years following the acceptance by the City of the Grading Work and the Roadway Improvements. 1.8 Consultant Costs. City has entered into or will enter into a contract with an outside consultant to perform management services for the purpose of processing grading plans and improvement plans, as described above. The City may also perform engineering services (including inspection) for the processing of grading plans and improvement plans for the construction of the Roadway Improvements. The outside consultant may be paid out of the cash deposit or bond proceeds provided by the Developers for those services which are determined by the City Engineer to be eligible for payment. Developers acknowledge that they are ultimately responsible for all of the outside consultant charges and costs of the City's engineering services in connection with the processing of grading plans (including inspection) and improvement plans for the Roadway Improvements. Developer may review all billing records retained by the City for the outside consultant's work as described herein. 1.9 Off-site Improvements. This Agreement imposes obligations upon the Developers to cause the Roadway Improvements to be made or installed on property that is not owned by the Developers or the City. The City agrees to process for consideration by the City Council the acquisition of such rights in order to facilitate the construction of the Roadway Improvements through condemnation proceedings. If the City Council approves a Resolution of Necessity for the acquisition of such property, City shall commence condemnation proceedings, at the Developers' expense and pursuant to the applicable provisions of State law and its authority as a charter City. City may draw upon any cash deposit or bond proceeds provided to the City pursuant to this Agreement, to pay any costs it incurs in connection with such acquisition or condemnation proceedings, including attorney fees, and, to the extent they are insufficient to reimburse City for any such costs it incurs, Developers shall reimburse City in cash for such deficiency within fifteen (15) Days after receipt of a request therefor fi.om City. 1.10 City Construction. Furthermore, notwithstanding the language of any other provision of this Agreement, Developers may fulfill their obligations to cause any 6 J:\Attorney\ANN\Traffic\4 Party Agreement FINAL Clean.doc of the Roadway Improvements to be made or installed by notifying City in writing of Developers' election to have City cause such Roadway Improvements to be made or installed, in which event City shall undertake to cause such Roadway Improvements to be made or installed at Developers' sole cost and expense provided, however, there are sufficient funds provided by Developers or available for City to draw upon to construct said improvements. All Developers as defined in this Agreement must agree to the City undertaking the construction in whole or in part of the Roadway Improvements. City may draw upon any cash deposit, bond proceeds or other security available to secure the completion of such Roadway Improvements to pay any costs it incurs in connection therewith and, to the extent they are insufficient to reimburse City for any such costs it incurs, Developers shall reimburse City for such deficiency within fifteen (15) Days after receipt of a request therefor from City. In the event Developers elect to have City cause such Roadway Improvements to be made or installed, all of the other obligations of Developers under this Agreement shall remain unchanged and in full force and effect, the City will be responsible for the maintenance and any liability resulting from the City's construction work. Developers shall remain fully liable to indemnify, defend and hold harmless City and any officer or employee thereof pursuant to and in accordance with the indemnification obligations of Developers set forth in this Agreement with respect to any work Developers and their agents or assigns may have performed, including the preparation of the grading and Improvement Plans. Developers assume any and all risk concerning the City's ability to obtain reimbursement from any non-performing Developers for costs which have been incurred by the City for the installation of the Roadway Improvements. Developers agree to cooperate in good faith with the City in the construction of the Roadway Improvements. 1.11 Cash Deposit. a. Initial Fair Share. In order to guarantee the construction of the Roadway Improvements, each of the Developers agree to pay the City, in accordance with the formula set forth in Exhibit "C", its fair share of the total estimated costs of constructing the Roadway Improvements ("Fair Share"), including but not limited to, the costs of any appurtenant improvements, costs of acquiring rights-of-way or easements, other related expenses incurred in the construction of said improvements and fifteen percent (15%) of such amount as a contingency reserve. The Fair Share distribution may be amended if approved by the Developers and the City Manager. Each of the Developers agrees to provide the City within ten (10) Days of the date established by the City Manager for consideration by the City Council of the traffic studies and amendments to the entitlements described in paragraph 2.1, an amount, in cash ("Cash Deposit") equal to each of the Developers' Fair Share for the estimated cost of constructing the Roadway Improvements. The Cash Deposit shall be held by the City in a separate interest-bearing account and all earnings on such funds shall accrue to the account and be disbursed and 7 J:\Attorney\ANN\Traffic\4 Party Agreement FINAL Clean.doc released in accordance with this Agreement. Developers agree to pay, in cash, within 15 Days of City's request, their Fair Share of any increase in the estimated cost of constructing the Roadway Improvements if the actual bid for said work is greater than the estimate provided in Exhibit D. b. Final Costs. The City Engineer shall determine whether the final costs incurred for construction of the Roadway Improvements exceed the Fair Share payments received from the Developers pursuant to this Agreement. The Developers agree to pay the difference, if any, from the Cash Deposit provided herein and the final Costs determined by the City Engineer, in cash to the City within fifteen (15) Days of the City's request in writing. The City agrees to reimburse any of the Developers who may have incurred any additional costs from its Fair Share payment for the construction of the Roadway Improvements minus any reasonable costs incurred by the City within 15 Days from receiving the additional funds from the Developer. If the final costs incurred for the construction of the Roadway Improvements are less the Fair share payments received from the Developers, the City shall reimburse the Developers its Fair share of the difference from the Cash Deposit each Developer has provided and its fair share of the final costs for said improvements, within twenty (20) days of the City Engineer's determination of final costs. The Developers understand and agree that the City shall not be responsible for the reimbursement of any additional costs incurred by any of the Developers beyond the amounts collected from the other Developers. Developers assume any and all risks concerning the City's ability to obtain reimbursements from any non- performing Developers. Notwithstanding the foregoing, the City does not waive its fights to institute or maintain any actions or proceedings which it may deem necessary to protect, assert or enforce the rights provided herein. 1.12 Use of Funds. The City may use the Developers Cash Deposit as the City deems appropriate to acquire completed portions of the Roadway Improvements and/or pay directly for the construction of such improvements. Notwithstanding the dates provided in Exhibit "D", if at any time the City determines in its absolute discretion that the Roadway Improvements are not progressing within a reasonable time or the party constructing said improvements fails to demonstrate a continuing ability to complete construction of the Roadway Improvements within a reasonable time, the City may use the Cash Deposit to cause the completion of the Roadway Improvements. 1.13 Bond Proceeds. The City agrees to accept in lieu of any of the Developers' cash payment, the bond proceeds, of an equal amount (or a combination of bond proceeds and cash equal to the amount equal to its Fair Share, from the respective Developers' Community Facilities District for which said funds have been reserved to finance all or a portion of the cost of acquisition and/or construction of the Roadway Improvements; provided, however, taxes have been levied and indebtedness has been authorized for said Community Facilities District and the City's Finance Director has certified that the money is available for use by the City. The Developers may provide bond proceeds from its Community Facilities District for an amount less than the cash payment; provided, however, the total amount of cash and said bond proceeds delivered by the Developers to the City for Roadway Improvements equal the amount of the 8 J:\Attorney\ANN\Traffic\4 Party Agreement FINAL Clean.doc Developers' Fair Share. Any such bond proceeds if provided in lieu of a cash payment for a Developers' Fair Share, shall be used to finance the acquisition and/or construction of the Roadway Improvements in the same manner as described in the paragraph entitled "Use of Funds." 1.14 Release of Excess Cash. Developers may later replace any cash payment with an equivalent amount of bond proceeds from the Community Facilities District, for which said proceeds are reserved to finance all or a portion of the acquisition and/or construction of the Roadway Improvements; provided, however, that taxes have been levied and indebtedness has been authorized by the City for said Community Facilities District. The City agrees to release the cash payment or a portion thereof, provided by a Developer pursuant to paragraph 1.11 within the ten (10) Days of the City's Finance Director certifying the equivalent amount of the proceeds from said Community Facilities District are available for use by the City for said improvements. 1.15 Remedies. The City may take whatever legal or equitable remedies it may have against the Developer failing to perform with respect to the construction of the Roadway Improvements, including without limitation using such Developers Cash Deposit or the bond proceeds from a Community Facilities District that has set aside an amount for such facility. 1.16 Reimbursement. a. Bond Proceeds. If bond proceeds, received by the City in accordance with paragraph 1.13, are used to reimburse the Developer(s) constructing the Roadway Improvements, such reimbursement shall comply with the provisions of the applicable Acquisition Financing Agreement. b. Cash Proceeds. if cash proceeds are used, to reimburse the Developer(s) constructing the Roadway Improvements, such reimbursements shall comply with the following provisions. 1. Payment Milestones. The City shall pay the constructing Developer(s) from the cash proceeds, in, not to exceed, two increments, based upon the following milestones; (1) completion of fifty percent (50%) of the Roadway Improvements as determined by the City Engineer ("50% Milestone") and (2) upon the completion and acceptance by the City of the Roadway Improvements. The payment at the 50% Milestone shall be equal to the actual costs expended by the constructing Developer, but in no event shall such reimbursement exceed fifty percent of the Cash Deposit. 2. Payment Request. All request for payment must be in a form approved by the City Engineer, and shall include all pertinent documents/information necessary to facilitate the payment of such request, including but not limited to, evidence of payment of each invoice such as copies of cancelled checks or other evidence of payment satisfactory to the City Engineer, and written conditional lien releases executed by each applicable contract, subcontractor and material man in a form satisfactory to the City 9 J:\Attorney\ANN\Traffic\4 Party Agreement FINAL Clean.doc Attorney. The City Engineer shall review each payment request and the supporting documentation. If the City Engineer finds that any such payment request is incomplete, improper or otherwise not suitable for reimbursement, the city Engineer shall inform Developer in writing within twenty Days after receipt thereof, the masons for his finding. Developer shall have the right to respond to this finding by submitting further documentation after receipt of the denial. The City Engineer shall review any further documentation received fi.om the Developer in support of a payment request and inform Developer of his approval or denial of the payment request within ten Days after receipt of the supplemental doctmmntation. The City shall reimburse Developer within thirty Days after the date of the City Engineer's approval of the payment request. ARTICLE 2 City's Obligations 2.1 Processing Traffic Studies and Amendments. a. Traffic Study. The City agrees to prepare traffic studies, for consideration by the City Council no later then the first quarter of 2003, analyzing traffic capacity created by various traffic enhancement projects including the Roadway Improvements ("Traffic Study"). b. Amendments. No later then October 15, 2002, the Developers agree to submit a completed application to revise each of the respective Developer's entitlements (including revisions to provide for an increase in building permits that may be issued for their respective projects and any of the related CEQA documentation), to reflect any additional capacity that may be available as indicated by the Traffic Study results and the completion of the Roadway Improvements. The City agrees to process said amendments independently from the processing of any other amendments or applications to their respective projects. The City agrees to diligently process the respective applications for consideration by the City Council on the same agenda as the Traffic Study. The parties anticipate that the details of processing such amendments will following City ordinances and policies and State law. Developers agree to cooperate in good faith with the City in the processing of said applications. Developers understand that any amendment to their Project entitlements which may increase their respective thresholds shall be based upon appropriate environmental analysis and the Traffic Study. c. Additional Requirements. Notwithstanding the foregoing, the City will not bring the Traffic Study and any of the Developers' applications described above to the City Council for consideration unless and until all of the following have occurred: (1) "H" Street Traffic Enhancement Project is under construction or construction has been secured pursuant to the terms of the Agmeinent for Financing and Construction of Roadway Improvements for Traffic Enhancement by and between McMillin Rolling Hills Ranch, NNP Trimark San Miguel Road and the City of Chula Vista; (2) Olympic Parkway has been completed; (3) Notice to Construct has been issued on any portion of SR-125 which may 10 J:\Attomey\ANN\Traffic\4 Party Agreement FINAL Clean.doc include the Gap or Connector; (4) the "H" Street South Side Improvements have been completed; and (5) the City has received cash or security for the Roadway Improvements from each of the Developers in accordance with paragraph 1.11. Developers understand and agree that any Developer not providing the cash or security for the Roadway Improvements shall not have its application for amendment of its entitlements considered by the City Council as provided above. 2.2 Outside Consultant. City agrees to continue to retain a consultant to manage the processing and approvals of all plans, permits and approvals necessary to accomplish construction of the Roadway Improvements and to verify completion of the improvements for reimbursement purposes. 2.3 Cooperation. City agrees to meet with Developers, including scheduling regular status meetings, for the monitoring of progress of performance obligations of the City and Developers as described within this Agreement. City will work in good faith with Developers to establish a process for addressing future traffic capacity thresholds. 2.4 Certificate of City. Within ten (10) Days of a written request therefore from Developers, City shall furnish to the requesting party a certificate stating as of the date of such certificate (1) whether or not there is any unrescinded notice of default under this Agreement issued by City to Developers for a default hereunder which has not been cured, and if so, (2) a copy of any such notice of default or a statement describing the nature thereof. 2.5 City Reservation of Discretion and Compliance with Applicable Law. Notwithstanding anything in this Agreement to the contrary, it is understood that the City reserves the fight to exemise its discretion, including but not limited to, CEQA compliance and other similar laws. In addition, any amendments and approvals that are required by law to be processed for City Council approval will be subject to, and brought to City Council for consideration in accordance with applicable legal requirements. Developers understand and agree that nothing heroin shall be construed as to restrict the City's ability to exercise its discretion as provided by the City Growth Management Program and Ordinance (City of Chula Vista Municipal Code Section I9.09, et seq.) ARTICLE 3 Delays, Default, Time of the Essence 3.1 Delay in Performance. City agrees that should Developers be delayed in performing their respective obligations under this Agreement primarily as a result of a permitted excuse (as hereunder defined) Developers shall be allowed a reasonable extension of time to perform said obligation, as such reasonable time shall be detemfined by the City, but in no circumstances shall be less than the length of the delay resulting from the Permitted Excuse. As used herein, the term "Permitted Excuse" shall mean any of the following: (i) the City's actions, omissions or inaction which result in a delay of 11 J:\Attorney\ANN\Traffic\4 Party Agreement FINAL Clean.doc performance by Developers; (ii) the inability or failure to obtain the appropriate environmental clearances within the time frames required to construct the Roadway Improvements as set forth herein, (iii) the nonperformance of one party to this Agreement that makes performance impossible for the other party, and (iv) labor disputes, acts of God, war, riots, insurrections, civil commotions, moratoriums (other than those imposed by the City pursuant to Growth Management Ordinance, as may be amended from time to time) litigation (other than any litigation brought by or on behalf of Developers and such parties' successors-in-interests, assignees or agents against the City) inability to obtain labor or materials or reasonable substitutes for either, fire, unusual delay in transportation, adverse weather conditions not normally anticipated in a project of this type or casualties beyond the reasonable control of Developers. Permitted Excuse shall not include delays due to a party's own negligence or financial inability to perform. Developers agree that should any delay by City in processing a respective Developer's application described in paragraph 2.1(b) be the result of that Developer failing to submit plans or other documents in a timely manner which causes the delay in the City's processing of said amendment, the time frame for the City's performance shall be extended for the duration of the delay. 3.2 Default. a. Notice of Default. Failure or delay by Developers to perform any of their Obligations under this Agreement constitutes a default by such party under this Agreement; however, for those defaults relating to the provisions of security or the payment of cash, the party shall not be deemed to be in default if such party cures corrects or remedies such default by providing the required security or cash within fifteen (15) Days after the date of the notice by City specifying such failure or delay. If the alleged default relates to the grading or the construction of improvements, the party alleged to be in default shall have forty-five (45) Days after the date the written notice by City to either commence or complete the construction as set forth in Exhibit "D" before the party shall be deemed in default. If the alleged default relates to any other matter under this Agreement, the party alleged to be in default shall have thirty (30) Days after the date of the written notice by City to commence to cure such default and diligently pursue such cure to completion before the party shall be deemed in default. Copies of any such default notice shall also be delivered to the parties to this Agreement not in del:ault. If the defaulting party has not cured its default within the appropriate cure period set forth herein, the City shall provide an additional notice, within 10 Days after said cure period, to the party not in default informing it of the defaulting party's failure to so cure. Any failure or delay by City in giving such notice or in asserting any of its rights and remedies as to any default shall not constitute a waiver of any default, nor shall it change the time of default, nor shall it deprive the City or other the party not in default, of its rights to institute and maintain any actions or preceding which it may deem necessary to protect, assert or enforce any of its rights or remedies. b. Rights of Developer not in Default. If any of the Developers default by failing to do anyth/ng required of it by this Agreement, ("Defaulting Party"), then the party(s) not in default (the "Non-Defaulting Party") shall have the right, but not the obligation, within thirty (30) Days following the appropriate cure period, as described above, to cure such default by performing the Defaulting Party's obligations or commence 12 J:\Attomey\ANN\Traffic\4 Party Agreement FINAL Clean.doc such cure and diligently pursue to completion, at the Defaulting Party's expense; provided however, the Non-Defaulting party shall provide written notice to the Defaulting party of its intent to cure. If the Non-Defaulting Party so elects to cure such default, the City wilI reasonably cooperate with the Non-Defaulting Party in connection with its efforts to cure such default, including City agrees to use its best efforts to enforce for the benefit of the City and the Non-Defaulting Party any security it holds fi.om the Defaulting Party with respect to the obligation in default. Notwithstanding the foregoing, City shall not be responsible for obtaining any reimbursement fi.om the Defaulting Party for the costs incurred (including interest payments) by the Non-Defaulting Party in curing such default. The Defaulting Party shall reimburse the Non-Defaulting Party within twenty (20) Days after a demand therefor accompanied by reasonable supporting documentation for one hundred ten percent (110%) of all costs incurred by the Non-Defaulting Party to cause the Defaulting Party's obligations hereunder to be performed less the amount of any reimbursement therefor received by the Non-Defaulting Party fi.om the security furnished by the Defaulting Party, plus interest thereon at the maximum rate permitted by law fi.om the date such costs are expended by the Non-Defaulting Party to the date such costs are reimbursed to the Non- Defaulting Party. In the event of a default hereunder, the Defaulting Party (and any permitted successor or assignee of the Defaulting Party) shall not be entitled to receive any of the benefits or privileges conferred by this Agreement (including the processing of an amendment to increase the thresholds permitted for its Project) unless and until (i) the Default has been cured and (ii) the Non-Defaulting Party has been reimbursed for one hundred ten percent (110%) of the costs it incurred in connection therewith plus interest thereon as described above. c. City's Rights. In addition, in the event that Developers do not cure a default in accordance with this Agreement, the City shall have the fight to exercise any and all of its fights and remedies and to maintain any actions or suits at law or in equity or other proper proceedings to enforce the curing of such default to which it may be entitled, including specific performance, and any and all remedies provided in this Agreement or to any Acquisition and Financing Agreement. 3.3 Time of the Essence. Notwithstanding the foregoing provisions, time is of the essence of each and every provision of this Agreement in which time is an element. Developers further covenant to perform their obligations in an expeditious manner and to diligently complete their performance of their respective obligations described within this Agreement. Failure to comply with this provision shall be material breach of this Agreement. ARTICLE 4 Assignment, Entry Permits 4.1 Assignment. Developers may not, voluntarily or by operation of law, assign or otherwise transfer any of its rights or obligation under this Agreement without obtaining the prior written consent of the City, which consent may be withheld by City in its sole and absolute discretion. If consented to by the City such assignment may relieve Developers of 13 J:\Attorney\ANN\Traffic\4 Pariy Agreement FINAL Clean.doc their obligations hereunder if the City determines that such release of Developers' obligations will not jeopardize the satisfactory performance of the obligations contained herein. Any attempted assignment made in violation of this provision shall be null and void. Notwithstanding the foregoing, Developers each shaI1 have the right, without the consent of the City (a) to assign its rights and obligation under this Agreement to any partnership or limited liability company of which assignor is the managing general partner or managing member (as applicable) and majority owner of the voting rights and beneficial interest thereof or (b) to assign its rights with respect to the recordation of final subdivision maps and the issuance of building permits to any merchant builder or apamnent developer which acquires a portion of the Developers' Property. 4.2 Entry Permits. City will provide the Developers with an Entry Permit or Encroachment Permit for work to be conducted on City owned or controlled property within twenty (20) Days of Developei's' submittal of a completed application. ARTICLE 5 General Provisions 5.1 Governing Law. This Agreement shall be governed and construed in accordance with the laws of the State of California. 5.2 Effective Date. The terms and conditions of this Agreement shall be effective as of the date this Agreement is approved by the City Council. 5.3 Counterparts. This Agreement may be executed in any number of counterparts, each of which shall be original and all of which shall constitute one and the same document. 5.4 Notice. a. Notices. Unless otherwise provided in this Agreement or by law, any and all notices required or permitted by this Agreement or by law to be served on or delivered to either party shall be in writing and shall be deemed duly served, delivered and received when personally delivered to the party to whom it is directed or, in lieu thereof, when three (3) Days have elapsed following deposit in the United States mail, certified or registered mail, return receipt requested, first-class postage prepaid, addressed to the address indicated in this Agreement. A party may change such address for the purpose of this Paragraph by giving written notice of such change to the other party. 14 J:\Attorney\ANN\Traffic\4 Party Agreement FINAL Clean.doc If to City: City of Chula Vista Department of Public Works/ Engineering Division 276 Fourth Avenue Chula Vista, CA 91910 Attn: City Engineer If to McMillin: McMillin Otay Ranch LLC c/o Development Engineering The McMillin Companies 2727 Hoover Avenue National City, California 91950 Arm: Mr. Robert A. Pletcher If to Otay Project LLC: Otay Project LLC 350 W. Ash Street, Suite 730 San Diego, CA 92101 Attn: Kent Aden If to Brookfield Shea Otay: Brookfield Shea Otay 12865 Pointe Del Mar Suite 200 Del Mar, CA 92014 ATTN: John Norman If to EastLake: The EastLake Company 900 Lane Avenue, Suite 100 Chula Vista, CA 91914 Attn: William Ostrem, President and CEO 5.5 Captions. Captions in this Agreement are inserted for convenience of reference and do not define, describe or limit the scope or intent of this Agreement or any of its terms. 5.6 Entire Agreement. This Agreement, embody the entire agreement and understanding between the parties regarding the subject matter hereof, and any and all prior 15 J:\Attorney\ANN\Traffic\4 Party Agreement FINAL Clean.doc or contemporaneous oral or written representations, agreements, understandings and/or statements shall be of no force and effect. This Agreement is not intended to supersede or amend any other agreement between the parties unless expressly noted. 5.7 Recitals; Exhibits. Any recitals set forth above and any attached exhibits and Diagrams are incorporated by reference into this Agreement. 5.8 Authority of Signatories. Each signatory and party hereto hereby warrants and represents to the other parties that it has legal authority and capacity and direction from its principal to enter into this Agreement, and that all resolutions and/or other actions have been taken so as to enable said signatory to enter into this Agreement. 5.9 Modification. This Agreement may not be modified, terminated or rescinded, in whole or in part, except by written instrument duly executed and acknowledged by the parties hereto, their successors or assigns. 5.10 Severability. If any term, covenant or condition of th/s Agreement or the application thereof to any person or circumstance shall, to any extent, be invalid or unenforceable, the remainder of this Agreement, or the application of such term, covenant or condition to person or circumstance, shall not be affected thereby and each term, covenant or condition shall be valid and be enforced to the fullest extent permitted by law. 5.11 Preparation of Agreement. No inference, assumption or presumption shall be drawn from the fact that a party or its attorney prepared and/or drafted this Agreement. it shall be conclusively presumed that all parties participated equally in the preparation and/or drafting of this Agreement. 5.12 Third Party Beneficiaries. Notwithstanding any other provision of this Agreement to the contrary nothing herein is intended to create any third party beneficiaries under this Agreement, and no person or entity other than City and Developers and the permitted successors and assignee of each of them, shall be authorized to enforce the provisions of this Agreement. (NEXT PAGE IS SIGNATURE PAGE) 16 J:\Attorney\ANN\Traffic\4 Party Agreement FINAL Clean.doc SIGNATURE PAGE 1 OF 5 TO FINANCiNG AND CONSTRUCTION OF ROADWAY IMPROVEMENTS FOR TRAFFIC ENHANCEMENT 'kGREEMENT IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed the day and year first set forth above. CiTY OF CHULA VISTA, a Municipal corporation By: Shirley Horton, Mayor ATTEST: Susan Bigelow, City Clerk Approved as to fom~: John Kaheny, City Attorney 17 J:\Attorney\ANN\Traffic\4 Patty Agreement\4 Party Agreement FINAL Clean.doc SIGNATURE PAGE 2 OF 5 TO FINANCING AND CONSTRUCTION OF ROADWAY IMPROVEMENTS FOR TRAFFIC ENHANCEMENT AGREEMENT 1N WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed the day and year first set forth above. McMILLIN OTAY RANCH, LLC, a Delaware limited liability company By: McMILLIN COMPANIES, LLC, a Delaware limited liability company Its: Managing Member By: Name: ~o~a.r Title: k/It.~ Name: Title: 18 C:\WlNDOWS\Temporary Intemet Files\OLK5335\4 Party Agreement FINAL Clean.doc SIGNATURE PAGE 3 OF 5 TO FINANCING AND CONSTRUCTION OF ROADWAY IMPROVEMENTS FOR TRAFFIC ENHANCEMENT AGREEMENT IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed the day and year first set forth above. OTAY PROJECT LLC, a California limited liability company By: Otay Ranch Development LLC, a California limited liability company Its: Authorized Member By: ~ Name: ~H~£&~' ~ ~,~'E~.. Title: Wt.~ tg~jiO~3I-'[' By:. Name: Title: 20 C:\Documents and Settings\ccater\Local Settings\Temporary Internet Files\OLK94\4 Party Agreement FINAL Clean.doc SIGNATURE PAGE 4 of 5 TO FINANCING AND CONSTRUCTION OF ROADWAY IMPROVEMENTS FOR TRAFFIC ENHANCEMENT AGREEMENT IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed the day and year first set forth above. BROOKFIELD SHEA OTAY, LLC a California limited liability company By: Brookfield Otay LLC, a Delaware limited liability company, Member I' Nam · )~3z.~d k3mCm By: Name: Title: By: Shea Otay Village 11 LLC, a California limited liability company, Member By: Shea Homes Limited Partnership By: Name: Title: By: Name: Title: 20 C:\DOCUME-l\johnn\LOCAI,S-l\Temp\c.lotus.notes.data\4 Party Agreement FINAL Clean.doc SEP.12.~O0~ 3:lSPM BROOKFIELD HOMES N0.628 P.~ SIGNATURE PAGE 4 of 5 TO FINANCING AND CONSTRUCTION OF ROADWAY IMPROVEMENTS FOR TRAFFIC ENHANCEMENT AGRR~.MENT IN WITNESS WHEREOF, the partie~ hereto have caused this Agreement to be executed the day and year first set forth above, BROOIr~IBLD SI-I~A OTAY, LLC a California limited liability company By: Brookfield Otay LLC, a Delaware limited liability company, Member Title: By:. Name: Title: By:. Shea Otay Village 11 LLC, a California limited liability company, Member By: Shea Homes Limited Partnership By: Nam,: Title: Name: Title: 2O C:kDOCUME~ 1 \*reve~LOCALS~ 1 \T~mp'~D.Lotus.Notes.D,ra\a Pan3' Agreement i~rNAL Clean.doe 09/12/2002 16:25 FAX 619421183O EASTLAKE COMPANY ~002 SIGNATURE PAGE 5 OF 5 TO FINANCING AND CONSTRUCTION OF ROADWAY IMPROVEMENTS FOR TRAFFIC ENHANCEMENT AGKEEMENT 1N WITNESS WHE~OF, the patties hereto have caused tkis Agreement to be executed the day and year first set forth above. THE EASTLAKE COMPANY, LLC, a Califoruia lknited liability company By.__ 21 C:\temp\4 Pmay A~,n'ecmcnt FINAL Clean.doc SIGNATURE PAGE 5 OF 5 TO FINANCING AND CONSTRUCTION OF ROADWAY IMPROVEMENTS FOR TRAFFIC E_NHANCEMENT AGREEMENT IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed the day and year first set forth above. THE EASTLAKE COMPANY, LLC, a California limited liability company By. William Ostrem President and CEO 20 J:L~.ttomeyLa~NN\Traffic\4 Party Agreement AYM Clean2.doc LIST OF EXHIBITS EXHIBIT A-I McMILLIN OTAY RANCH VILLAGE SIX BOUNDARY MAP EXHIBIT A-2 OTAY RANCH VILLAGE SIX BOUNDARY MAP EXHIBIT A-3 BROOKFIELD SHEA OTAY VILLAGE ELEVEN BOUNDARY MAP EXHIBIT A-4 EASTLAKE - WOODS, VISTAS AND LAND SWAP BOUNDARY MAP EXHIBIT B TELEGRAPH CANYON ROADWIDENING PROPOSED ROADWAY IMPROVEMENTS EXHIBIT C FAIR SHARE FORMULA EXHIBIT D TELEGRAPH CANYON ROAD WIDENING PROJECT COMPLETION AND COST ESTIMATE CHART 22 J:\Attomey\ANN\Traffic\4 Party Agreement\4 Party Agreement FINAL Clean doc BOUNDARY MAP (McMILLIN OTAY RANCH VILLAGE SiX) CITY OF CHULA VISTA, COUNTY OF SAN DIEGO STATE OF CALIFORNIA VILLAGE 6 SPA II EXHIBIT A-1 OTAY RANCH VILLAGE SIX EXHIBIT A-2 "BROOKFIELD SHEA OTAY VII.LAGE ELEVEN" CITY OF CHULA VISTA, COUNTY OF SAN DIEGO STATE OF CALIFORNIA IMPROVEMENT AREA "A" IMPROVEMENT AREA "C" IMPROVEMENT AREA "B" NOT A PART EXHIBIT A-3 "EASTLAKE ~ WOODS, VISTAS AND LAND SWAP" CITY OF CHULAVISTA, COUNTY OF SAN DIEGO STATE OF CALIFORNIA WOODS (ZONE 2) IMPROVEMENT AREA "A" SEE DETAIL A miS SHEET% -- AP / (595-080-027 NAP --.-, LAND SWAP IMPROVEMENT AREA IMPROVEMENT . ,~, //'"'" AREA. "A I ~ LAND SWAP IMPROVEMENT AREA "B" NAP ~ DETAIL A NT$ EXHIBIT A-4 Page ! of 2 -r X mmm ?aga 2 of 2 EXHIBIT "C" FAIR SHARE FORMULA Brookfield Shea Otay, LLC 25% The Eastlake Company 25% Otay Project, LLC 25% McMillin Otay Ranch, LLC 25% RESOLUTION NO. 2002- RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA ADOPTING MITIGATED NEGATIVE DECLARATION (IS-02-36) FOR THE EAST H STREET WIDENING PROJECT AND APPROVING AN AGREEMENT FOR FINANCING AND CONSTRUCTION OF ROADWAY IMPROVEMENTS FOR TRAFFIC ENHANCEMENTS BETWEEN THE CITY OF CHULA VISTA AND THE McMILLIN COMPANY AND TRIMARK PACIFIC HOMES, AND AUTHORIZING THE MAYOR TO EXECUTE THE SAID AGREEMENT WHEREAS, the Eastern Chula Vista Traffic Enhancement Program was initiated last year to identify traffic capacity adding improvements that can be implemented in the near future to provide congestion relief on arterial roadways within Chula Vista; and WHEREAS, a total of six enhancement projects were identified and two were chosen to be fast tracked due to their ability to be constructed in a short time frame; and WHEREAS, these two projects are the north side widening of East H Street and the north side widening of Telegraph Canyon Road east of 1-805 and both projects have recently completed the environmental document public review period; and WHEREAS, an agreement for financing and constructing the roadway improvement projects must be approved by the City Council. NOW, THEREFORE, BE IT RESOLVED that the City Council finds that the Mitigated Negative Declaration (IS-02-36) has been prepared in accordance with the requirements of the California Environmental Quality Act, and the Environmental Review Procedures of the City of Chula Vista, and that the Mitigation Monitoring Program is designed to ensure that during Project implementation, the permittee/Project applicant, and any other responsible parties implement the project components and comply with the mitigation Monitoring Program. The City Council finds that the Mitigated Negative Declaration reflects the independent judgment of the City Council of the City of Chula Vista and hereby adopts the Mitigated Negative Declaration, and adopts Mitigation Monitoring Program set forth therein, a copy of which is on file in the office of the City Clerk. BE IT FURTHER RESOLVED that the City Council of the City of Chula Vista does approve an Agreement for financing and construction of roadway improvements for traffic enhancements between the City of Chula Vista and The McMillin Company and Trimark Pacific Homes, a copy of which shall be kept on file in the office of the City Clerk. BE IT FURTHER RESOLVED that the Mayor is hereby authorized to execute the agreement on behalf of the City of Chula Vista. Presented by Approved as to form by John P. Lippitt John M. Kaheny Director of Public Works City Attorney J:\attomey\reso\ Traffic Enhancement Roadway Improvements E H St 2 EXHIBIT A EAST H STREET WIDENING PROJECT MITIGATED NEGATIVE DECLARATION IS-02-36 FiNDiNGS These findings pertain to Mitigated Negative Declaration IS-02-36, prepared by the City of Chula Vista as lead agency under the California Environmental Quality Act (CEQA) (California Public Resources Code, sections 21000-21178) for the widening of westbound East H Street, east of the Interstate 805 northbound on-ramp, within the City of Chula Vista. Pursuant to Public Resources Code, section 21082.1(c), the determinations and findings contained within Mitigated Negative Declaration IS-02-36 and within this supplemental findings document reflect the independent judgment of the City of Chula Vista as lead agency. Pursuant to section 15074(c) of the State CEQA Guidelines (California Code of Regulations, sections 15000-15387), these findings identify the Chula Vista City Clerk as the custodian of the documents or other matcrials which constitute the record of proceedings upon which the City of Chula Vista's decision on this proposed project is based. Thc Chula Vista City Clerk's Office is located at 276 Fourth Avenue, Chula Vista, Calif'omia 91910. CEQA Determination The determination by the Environmental Review Coordinator of the City of Chula Vista to prepare a mitigated negative declaration (MND) under CEQA for the proposed East H Street Widening Project was based upon the findings of an initial study conducted pursuant to section 15063 of the State CEQA Guidelines. Based upon the findings of the initial study, the Environmental Review Coordinator dctemfined that although there is substantial evidence in the record that thc project may have a significant effect on the environment, mitigation measures agreed to by the applicant would mitigate the adverse environmental effects of the project to a point where clearly no significant effect on the environment would occur. Therefore, pursuant to section 15064(f)(2) of the State CEQA Guidelines, the Environmental Review Coordinator determined that the preparation of an MND was required for the proposed project. Pursuant to Public Resources Code, section 21080(e)(1), if there is substantial evidence, in light of the whole record before the lead agency, that the project may have a significant effect on the environment, an environmental impact report (EIR) shall be prepared. Pursuant to section 21080(e)(2), substantial evidence is not argument, speculation, unsubstantiated opinion or narrative, evidence that is clearly inaccurate or erroneous, or evidence of social or economic impacts that do not contribute to, or are not caused by, physical impacts on the environment. The evidence in the record considered during the initial study included letters of comment received in response to the Notice of Initial Study as well as biological resources, noise, air quality, cultural resources, and traffic technical studies prepared for the project. Subsequent to the distribution of the Notice of Page 1 of 9 Availability for the draft MND, the City's Resource Conservation Conunission provided input on the adequacy of the initial study and draft MND and comment letters were received from public agencies and members of the public. Although minor revisions were made to the MND based upon the input and comments received, no substantial evidence of any significant effects on the environment that could not be mitigated to below a level of significance has been presented to the City of Chula Vista. Therefore, the Environmental Review Coordinator and the Chula Vista City Council find that the determination to prepare an MND remains valid. Pursuant to section 15064(0(1) of the State CEQA Guidelines, if a lead agency is presented with a "fair" argument that a project may have a significant effect on the enviromnent, the lead agency shall prepare an EIR even though it may also be presented with other substantial evidence that the project will not have a significant effect. The information contained in the initial study, final MND and responses to comments assesses the basis for substantial evidence and whether or not a fair argument that the proposed project would result in any significant adverse environmental effects that cannot be mitigated to below a level of significance has been presented to the City of Chula Vista. As a result of this revicxv, the Environmental Reviexv Coordinator and the Chula Vista City Council find that there is no substantial evidence in the record of any significant, unmitigated environmental effccts that would rcsult from the proposed project. Proposed Mitigation Measures The Environmental Review Coordinator determined that, unless mitigated to below a level of significance, the proposed project could result iu potentially significant short- term, construction-related air quality impacts as well as potentially significant impacts to sensitive biological and paleontological rcsoarces. The proposed mitigation measures are contained within the MND and the Mitigation Monitoring and Reporting Program (MMRP) (Attachment A to the MND). The MMRP was prepared pursuant to Public Resources Code, section 21081.6, and State CEQA Guidelines, section 15097. To the extent that these findings conclude that various proposed mitigation measures outlined in the MND and MMRP are feasible and have not been modified, superseded, or withdrawn, the City hereby binds itself to implement these measures. These findings, in other words, are not merely informational, but rather constitute a binding set of obligations that will come into effect when City decisionmakers formally approve the proposed project. The mitigation measures referenced in the MMRP, to be adopted concurrently with these findings, will be effectuated through the process of constructing and implementing the proposed project. The proposed mitigation measures are presented and discussed below. Air Quality The construction activities associated with the implementation of the proposed improvements could potentially result in significant, short-term air pollutant emissions. Page 2 of 9 Construction-related pollutants consist primarily of construction equipment exhaust emissions and particulate matter (fugitive dust) associated with grading activities, wind, and the hailing of dirt. No additional short- or long-term air quality impacts associated with the proposed project were identified in the air quality technical report prepared for the proposed project (RECON, May 29, 2002). The adoption and implementation of the following mitigation measures, ~vhich are contained in Mitigated Negative Declaration IS-02-36, would be sufficient to mitigate the aforementione~l construction-related air pollutant emissions associated with the proposed project to below a level of significance: 1. Dust reducing measures shall include watering of graded surfaces in accordance with the most stringent County of San Diego Air Pollution Control District and Califorifia Air Resources Board rules and regulations and the restriction of all construction vehicles and equipment to travel along established and regularly watered roadways at specified speeds. 2. During construction, stockpiled materials that can potentially become airborne shall be covered or watercd in accordance with the most stringent County of San Diego Air Pollution Control District and Califoruia Air Resources Board rules and regulations. If airborne materials ~vill need to be stockpiled within the roadway, construction shall not commence during these periods until 8:00 a.m. 3. During construction, dirt and debris shall be washed down or swept tip as soon as practicable to reduce the resuspension of particulate matter causcd by vehicle movement over such material. Approach routes to the construction area shall be cleaned daily of construction-related dirt and debris. 4. In accordance with California Vehicle Code Section 23114, vehicles transporting loads of aggregate materials must covcr/tarp the material, or if not covered, the material must be no nearer than six inches frown the upper edge of the container area where the material contacts the sides, front, and back of the cargo container area, and the load shall not extend, at its peak, above any part of the upper edge of the cargo container area. 5. Construction equipment shall be tuned in accordance with the applicable manufacturers' specifications prior to the start of construction and shall be maintained in proper working order in order to minimize air pollutant emissions; use of low pollutant-emitting construction equipment, including electrical- powered equipment, shall be used as practical. 6. Soil disturbance and travel on unpaved surfaces shall be suspended when wind speeds exceed 25 miles per hour. Short-teru~ air pollutant emissions associated with construction activities are rarely considered unmitigable impacts; they do not result in a permanent change in the environment and, through the implementation of appropriate measures, can be managed to the point where impacts to occupants of neighboring properties and the general public Page 3 of 9 are minimal. In the case of the proposed project, it is estimated that approximately 2,500 cubic yards of grading will be required, a relatively minor amount of earthwork, particularly when compared to the mass grading operations associated with the development of master planned communities and large subdivisions. Such developments typically involve the movement ofhnndreds of thousands to millions of cubic yards of earth. City of Chula Vista engineering inspection staff routinely enforce the requirements outlined in the proposed mitigation measures, both for projects similar in scale to the proposed project as well as for much larger projects. Based on the findings of the air quality technical report, the requirement contained within the mitigation measures to comply with the most stringent County of San Diego Air Pollution Control District and California Air Resources Board rules and regulations, and the proven success of such measures in effectively minimizing construction-related air pollutant emissions for projects similar in scale to the proposed project, the Environmental Review Coordinator and Chula Vista City Council find that the air quality ixnpacts of the proposed project would be mitigated to below a level of significance with the implementation of the proposed mitigation measures. Biology The earthwork associated ~vith the construction of thc proposed improvements ~vould result in the removal of a small portion of the ornamental landscaping that exists immediately to the north of the existing roadxvay and may require the rcmoval ora small number of eucalyptus and sycamore trecs that have the potential to serve as nesting areas for raptors. In addition, construction noise could potentially impact the breeding success of coastal California gnatcatchers during the breeding season, if present in the native habitat within 500 feet of the wcstern limit of the construction area. The potcntial impacts to nesting raptors and brccding gnatcatchers are idcntified in the biological tcclmical report prepared for the proposed project (RECON, June 27, 2002) and in Mitigated Negative Declaration IS-02-36 as potentially significant impacts requiring mitigation. The following mitigation ~neasures, which are based upon the mitigation recommendations of the biological technical report and are included in Mitigated Negative Declaration IS-02-36, would mitigate the aforementioned potcntially significant impacts to below a level of significance: 1. Prior to the removal or alteration of any mature trees or the commencement of construction activities during the raptor nesting season, identified as December 1 through July 31 in the Draft Chula Vista MSCP Subarea Plan, a qualified biologist shall conduct a pre-construction survey of such trees as well as those within the construction impact area established by the biologist. In the event that a nest(s) is found during the survey, appropriate construction setbacks deemed appropriate by a qualified biologist to protect young birds until they are no longer dependent upon the nest shall be established. No restrictions with respect to tree removal or construction setbacks shall apply outside the raptor nesting season. 2. Prior to the approval of any improvement plans or the issuance of any grading permit, the Environmental Review Coordinator shall ensure that the plans and Page 4 of 9 specifications include a note regarding the survey requirements and construction restrictions during the raptor nesting season as outlined in measure #1. 3. During the guatcatcher breeding season, between February 15 and August 15, noise levels generated by project-related construction activities shall not exceed 60 decibels (dB) Community Noise Equivalent Level (CNEL) within any area containing an occupied nest or, if no occupied nest exists, within the area occupied by a potential breeding pair in order to prevent construction noise from negatively impacting breeding success. Where the ambient noise level is greater than 60 dB CNEL, the ambient noise level shall not be exceeded as a result of project-related construction. If an occupied nest or potential breeding pair is identified during a pre-construction survey, noise mitigation techniques, such as temporary noise walls or bem~s or modifications to construction activities, deemed necessary to attenuate construction noise levels ~vithin affected areas to 60 dB CNEL or less shall be formulated by a qualified biologist and qualified acoustician and shall be implemented during the breeding season. The qualified acoustician shall monitor the success of any noise attenuation measures that are implemented; xvhcrc a violation of thc uoise lcvcl limit is identified, the acoustician shall immediately notify the Euviromnental Review Coordinator so that construction activities can be halted or reduced to avoid further exceedances of the limit until sufficient alternate or modified noise attenuation measures, if any, can be implemented. 4. Prior to the approval of any improvement plans or the issuance of any grading or building permit, the Environ~ncntal Review Coordinator shall ensure that the plans and specifications include a note regarding the construction noise restrictions during the coastal California gnatcatcher breeding seasou as outlined in measure #3. In addition to the above mitigation measures, the proposed landscape concept plan described in the MND calls for the replacement of any trees that must be removed to accommodate the proposed project. The procedures contained in the proposed mitigation measures are consistent with the mitigation recommendations of the biological technical report, the Draft Chula Vista Multiple Species Conservation Program Subarea Plan, and industry standards for such measures. No comments regarding the adequacy of these procedures were made by the California Department ofFish and Game or the U.S. Fish and Wildlife Service, the regulatory agencies responsible for the enforcement of the state and federal regulations which protect these species. With respect to the proposed gnatc~tcher construction noise mitigation measure, if gnatcatchers are present within the construction impact area during the breeding season it will be the Environmental Review Coordinator's responsibility to ensure that adequate coordination between the acoustician, biologist, construction contractors, and City engineering inspectors occurs in order to comply with the performance standards contained in the nfitigation measure. Through this coordinated effort, the sound level within the impact area would be monitored and reviewed on a Page 5 of 9 regular basis to ensure that if any sound level limit violations occur that appropriate steps will be taken within a timely manner, including modifying construction operations if necessary, so that significant impacts to breeding gnatcatchers will not result. Other than potentially significant impacts to raptors and gnatcatchers during construction, no other potential impacts to sensitive wildlife were identified in the biological technical report and no other significant impacts are expected to result. Impacts to the non- sensitive wildlife species identified in the biological technical report that inhabit and utilize the ornamental landscaped area that would be disturbed to construct the proposed project are not considered significant under CEQA; furthermore, the minor loss of ornamental landscaping that would result from the proposed project is not expected to result in the elimination of these wildlife species. Based upon the findings and recommendations of the biological teclmical report and the consistency of the mitigation measures with industry standards, the Environmental Review Coordinator and Chula Vista City Council find that the potential impacts of the proposed project to sensitive biological resources would be mitigated to below a level of significance with the implementation of the proposed mitigation measures. Pa[eontology The project area is situated within an area with a documented high potential for significant paleontological (fossil) resources. The proposed project would require excavation within previously undisturbed geologic fonnational material potentially containing significant paleo~tologicaI resources. Standard mitigation procedures for potential impacts to palcontological resources consists of the monitoring of excavation operations by a qualified paleontologist or paleontological monitor and the recovery and curation of any resources encountered, as outlined in the following mitigation measure contained in Mitigated Negative Declaration IS-02-36: 1. Prior to the issuance of any grading permit, the applicant shall confirm to the City of Chula Vista Environmental Review Coordinator (ERC) that a qualified paleontologist has been retained to carry out the following mitigation program. A qualified paleontologist is defined as an individual with an M.S. or Ph.D. in paleontology or geology who is familiar with paleontological procedures and techniques. The following mitigation program shall be implemented to the satisfaction of the ERC: a. The paleontologist shall attend applicable preconstruction meetings to consult with grading and excavation contractors. b. A paleontological monitor shall be on-site at all times during the original cutting of previously undisturbed geologic formational material to inspect cuts for fossils (A paleontological monitor is defined as an individual who has experience in the collection and salvage of fossil materials.). The paleontological monitor shall work under the direction of a qualified paleontologist. Page 6 of 9 c. If fossils are discovered, the paleontologist (or paleontological monitor) shall oversee the recovery of such msoumes. In instances where recovery requires an extended salvage period, the paleontologist (or paleontological monitor) shall be allowed to temporarily direct, divert, or halt grading to allow for the recovery of fossils in a timely maimer. Where deemed appropriate by the paleontologist (or paleontological monitor), a screen-washing operation for small fossil remains shall be set up. d. Prepared fossils, along with copies of all pertinent field notes, photographs, and maps, shall be deposited (with the applicant's permission) in a scientific institution ~vith paleontological collections such as the San Diego Natural History Museum. A final suinmary report shall be completed which outlines the results of the mitigation program. This report shall include discussion of the methods used, stratigraphy exposed, fossils collected, and significance of recovered fossils. The procedures contained in the proposed mitigation measure are consistent with industry standards for such measures and have been proven to be successful in the recovery of significant paleontological resources encountered during excavation operations, including numerous significant resources recovered within thc City of Chula Vista since the early 1980's, many of which have been curated at thc San Diego Natural IIistory Museum. The oversight of the ~nonitoring and recovery process by a qualified paleontologist familiar with paleontological procedures and techniques, a rcquircmcnt of the proposed mitigation measure, is critical to thc success of this process. Based upon the proven success of the mitigation measurc in facilitating the recovery and prcscrvation of significant paleontological resources, particularly within the City of Chula, the Environmental Review Coordinator and Chula Vista City Council find that the potential impacts of the proposed project to sensitive paleontological resources would be mitigated to below a level of significance with the implementation of the proposed mitigation measure. Compliance with Standard Conditions and Regulations Based upon the results of the initial study, the Environmental Review Coordinator found that compliance with certain standard City of Chula Vista and State of California geology and soils, hydrology and water quality, noise, and traffic conditions and regulations would preclude significant impacts; thus, no significant impacts would result and no mitigation measures would be necessary. The following conditions and regulations are applicable to the proposed project and are identified in the environmental checklist form ~vithin Mitigated Negative Declaration IS-02-36: Geology and Soils 1. Prior to the approval of the grading plan for the project, an erosion control plan shall be prepared to the satisfaction of the City Engineer. Page 7 of 9 2. Prior to the preparation of improvement plans, a geotechnical study shall be prepared. The applicable recommendations of the study shall be incorporated into the final design. 3. Prior to completion of final improvements, temporary erosion control shall be performed and installed by the contractor as indicated below: a. The erosion control contractor shall be responsible for the inspection and modification of the erosion control device during the rainy season. The contractor, permittee or owner shall be responsible for the continual maintenance of the erosion control devices during the rainy season. In the event of failure or refusal to properly maintain said devices, the City Engineer or Environmental Mitigation Monitor may cause cmergency maintenance work to bc done to protect adjacent private and public property, the cost (including an initial mobilization amount) of which shall be charged to the owner. b. All removable protection devises shown shall be in place at the end of each working day when the 5~day rain probability forecast exceeds 40 percent. After each rainstorm exceeding ¼ inch in a 12-hour period, silt and debris shall be removed from check dams and desilting basins and basins shall be pumped dry as deemed necessary by the City Engineer and Envirommental Mitigation Monitor. c. Effcctive planting shall be installed, fully germinated, and shall effectively cover the required slopes prior to final approval. The planting mix shall be approved by the Landscape Architecture Section of the Building and Park Construction Department prior to installation. Sprinkler systems are required on all slopes over five feet in height. d. Silt basins, traps, or sandbags shall be provided at every storm drain inlet to prevent sediment from entering the storm drain system. e. The grading contractor shall be responsible for cleanup of silt and mud on adjacent streets due to construction activity. f. The contractor shall remove silt and debris after each rainfall exceeding ¼ inch in a 12-hour period and when silt reaches a depth of 1.0 foot. g. The contractor shall restore all erosion control devices to working order to the satisfaction of the City Engineer and Environmental Mitigation Monitor after each rainfall which produces runoff. Page8 of 9 h. The contractor shall install additional erosion control measures as may be required by the City Engineer or Environmental Mitigation Monitor due to incomplete grading operations or unforeseen circumstance which may arise. i. The contractor shall take the necessary steps to protect the project and adjacent property from any erosion and siltation that may result from grading operations by appropriate means (sandbags, hay bales, temporary desilting basins, silt fences, dikes, shoring, etc.) until such time that the total project is completed and accepted for maintenance by owner. Noise 1. Each intcrnal combustion engine utilizcd during construction shall be equipped with a muffler of a type recommended by the manufacturer. 2. Pursuant to Chula Vista Municipal Code Section 17.24.050 (paragraph J), construction is not permitted in residcntiaI zones Monday through Fridays bctwccn 10:00 PM and 7:00 AM and on Saturdays and Sundays between 10:00 PM and 8:00 AM. For certain work that does not generate substantial noise levels in any residential zone, the contractor may be anthorized to perfoma such work during these restricted periods, at thc discretion of the City Engineer. b(Fdrology and Water Qualio; 1. Prior to the preparation of improvement plans, a drainage study shall be prepared; all applicable recommendations of the study shall be incorporated into the final design. 2. Appropriate water quality best managcment practices (BMPs) shall be implemented during construction, in accordancc with the provisions of California Regional Water Quality Control Board, San Diego Region, Order No. 2001-01 (NPDES No. CAS0108758). Traffic 1. Prior to the commencement of constrnction, a traffic control plan shall be prepared, to the satisfaction of the City Engineer; this plan shall be implemented during construction. Page 9 of 9 THE ATTACHED AGREEMENT HAS BEEN REVIEWED AND APPROVED AS TO FORM BY THE CITY ATTORNEY'S OFFICE AND WILL BE FORMALLY SIGNED UPON APPROVAL BY THE CITY COUNCIL Jolm M. Kaheny City Attorney Dated: AGREEMENT FOR TRAFFIC ENHANCEMENTS BETWEEN THE CITY OF CHULA VISTA AND THE MCMILLIN COMPANY AND TRIMARK PACIFIC HOMES AGREEMENT FOR FINANCING AND CONSTRUCTION OF ROADWAY IMPROVEMENTS FOR TRAFFIC ENHANCEMENT This Agreement for the Financing and Construction of roadway improvements ("Agreement") is made as of this day of ,2002, by and among the CITY OF CHULA VISTA, a municipal corporation ("City"), McMILLIN ROLLING HILLS RANCH, LLC, a Delaware limited liability company ("McMillin"), and NNP- Trimark San Miguel Ranch, LLC, a Delaware limited liability company ("Trimark") (collectively referred to herein as "The Developers"), with reference to the following facts: 1. The Properties. This Agreement has been prepared for the benefit of that certain real property located in the City east of the 1-805 Freeway, (as shown on and described below) (collectively referred to herein as the "Property"), for the construction of certain Roadway Improvements (as defined below). The McMillin Property. A portion of the Property is owned by McMillin and its successors-in-interest or assignees, as shown on Exhibit A-1 (the "McMillin Property"). The Trimark Property. A portion of the Property is owned by Trimark and its successors-in-interest or assignees, as shown on Exhibit A-2 (the "Trimark Property"). 2. Threshold. The various Public Facility Financing Plans ("PFFP"), tentative map conditions and other entitlements prepared for development of the respective Developers' Property describes the threshold of building permits that can be issued for their projects as the result of traffic impacts on roadways within the City. 3. Threshold. In order for The Developers to continue to receive building permits beyond the thresholds identified in their PFFPs tentative map conditions, and other entitlements, the Developers have agreed that certain roadway improvements will be constructed. Additionally, the Developers acknowledge and agree that various transportation facilities are to be constructed and improved in order for the City to maintain the City's Growth Management Thresholds standard and quality of life. 4. Purpose of Agreement. The Developers and the City want to assure the financing and construction of roadway improvements, as described herein, and continue the orderly development of the Property. The parties intend by this Agreement to establish a system for the financing and construction of the roadway improvements to allow for the continual issuance of building permits for each of their respective Properties. 5. Definitions. For purposes of this Agreement, the following terms shall mean: 1 J:\Attorney\ANN\Trafflc\Trimark Agreement FINAL Clean doc "Acquisition and Financing Agreement" means an executed agreement entered into by the City and a developer when forming an assessment district, pursuant to the Mello Roos Act of 1982, being Chapter 2.5, Part 1, Division 2, Title 5 of the Government Code of the State of California. "CEQA" means Califomia Environmental Quality Act. "Commence Construction" means when a construction contract has been awarded for the appropriate improvement and actual physical work on the improvement has begun. "Complete Construction," means that an improvement has been constructed and the City Engineer has determined that such improvement is ready for use by the public. Neither; (a) formal acceptance of the improvement by the City, nor (b) the completion of minor "punch list" item(s) related but not essential to the safe operation of the roadway, as determined by the City Engineer, is required for construction of an improvement to be deemed completed pursuant to the terms of this Agreement; "Community Facility District" means an Assessment District established by the City of Chula Vista pursuant to the provisions of the Mello Roos Community Facility Act of 1982, being Chapter 2.5, Part 1, Division 2, Title 5 of the Government Code of the State of California, for construction of public improvements. "Days" shall means business days unless otherwise stated. '"H' Street South Side Improvements" means the widening on the south (eastbound) side of East 'H' Street a distance of approximately 500 feet, east and west of Interstate 805 northbound ramps within the Caltrans right-of-way and includes related traffic signal work and replacing asphalt concrete improvements on the center raised island median with decorative stamped concrete. "Roadway Improvements" means the widening of the north (westbound) side East H Street from three to four lanes, approximately 500 feet east of Hidden Vista Drive west to the Caltrans right-of-way at 1-805, and includes related traffic signal modifications, a dedicated transit priority lane, new retaining walls and landscaping, as more particularly shown on Exhibit "B" and as may be amended or modified at the discretion of the City Engineer when required by circumstances that may occur after the execution of this Agreement in order to complete construction pursuant to the approved plans. NOW, THEREFORE, in consideration of the mutual covenants herein contained, the parties agree as set forth below. 2 J;\Attomey~ANN\Traffic\Trimark Agreement FINAl Clean doc ARTICLE 1 Developers' Obligations 1.1 Plan Submittal. The Developers have prepared for approval by the City, the following plans: a. Grading Plans. Grading plans for the purpose of constructing the Roadway Improvements, related erosion control and slope landscaping improvements, and all other related improvements reasonably required by the City Engineer for the completion of such grading work and landscaping plans for the Roadway Improvements. b. Improvement Plans. Improvement Plans for the Roadway Improvements, and other related improvements necessary for the construction of such improvements, as reasonably required by the City Engineer, including, those improvements described in Exhibit "D". All such plans shall be prepared in accordance with the City's standards, ordinances, requirements and approved permits by other governmental agencies, if any. The Developers shall pay all required processing costs as set forth in the paragraph below entitled "Plan Check Fees and Additional Costs". City agrees to diligently process all plans submitted to the City for its approval. 1.2 Improvement Work. a. Grading. The Developers agree to cause the grading and the installation of such grading improvements reasonably required by the City Engineer for the completion of such grading work, including those improvements described in Exhibit "D" and the performance of all related land development work described in Exhibit "D" (all of the above described grading work shall be referred to collectively as "Developers' Grading Work"). Developers' obligations hereunder shall include the obligation to complete alt said work shown on the above described grading plans, approved by the City. Developers agree to commence and complete all of Developers' Grading Work on or before the dates set forth in Exhibit "D". b. Construction Work. Developers agree to cause the construction, in accordance with City approved plans, City's standards and approved permits by other governmental agencies, if any, the Roadway Improvements and related 'improvements necessary for completion of said improvements as reasonably r~quired by the City Engineer, including any sewer and waterline improvements, dry utility improvements, landscaping and those improvements described in Exhibit "D". Developers agree to commence and complete construction of the Roadway Improvements on or before the dates set forth hi Exhibit "D" provided the City has approved the plans and approvals for the Roadway Improvements. Developers further agree to relocate any facilities or improvements necessary to install Roadway improvements. Developers acknowledge and agree that Developers shall be responsible for constructing the Roadway Improvements even if the 3 J:\Attorney\ANNSTrall~c\Trimark Agreement FINAL Clean.doc cost of the construction thereof exceeds the current estimates of the cost of constructing said improvements. 1.3 Manner of Construction. Developers agree to perform the Grading Work and construct the Roadway Improvements, in a good and workmanlike manner, free of any flaws and defects and consistent with City's design standards and specifications, City approved plans, and all necessary permits and approvals. Developers further agree to furnish any necessary materials therefore, all in strict conformity and in accordance with City approved plans and specifications. Developers understand and agree that, in the performance of all such work, Developers shall conform to and abide by all of the provisions of the ordinances of the City of Chula Vista, the laws of the State of California applicable to said work and any permits or approvals provided by other governmental agencies. Developers may elect to assign to one of Developers the obligation to construct the Roadway Improvements, provided, however, City approves of the assignment, which may not be unreasonably withheld. Notwithstanding the foregoing, each of the Developers (including the construction Developer) shall remain liable for all of its obligations, covenants and warranties herein. 1.4 Completion of Work. Developers acknowledge and agree that if Developers' Grading Work or construction of the Roadway Improvements are not commenced or has not been completed within the dates set forth in Exhibit "D", the sums of cash or bond proceeds provided by the Developers (pursuant to paragraph 1.13) may be used by City for the completion of the Grading Work or the Roadway Improvements. Developers agree to pay the City any difference between the total costs incurred to perform the work, including, but not limited to, reasonable design and admirfistration of construction (including a reasonable allocation of overhead), and any proceeds received by the City. The City may at its sole discretion, use the sums provided by the Developers to complete a smaller portion of the Grading Work or the Roadway Improvements if cimumstances prevent completion of the entire Road~vay Improvements as determined by the City. Upon certification of completion by the City Engineer and acceptance of said work by City, and after certification by the Director of Finance that all costs hereof are fully paid, the whole amount of the cash or bond proceeds, or any part thereof not required for payment, shall be released to Developers or their assigns, pursuant to the terms of this Agreement if cash is provided by any of the Developers or the Acquisition and Financing Agreement of the respective Developers if bond proceeds are provided by any of the Developers. City agrees to diligently process the acceptance and certifications necessary to release said funds. 1.5 Developers' Costs and Expenses. It is also expressly agreed and understood by Developers that in no case will the City, or any department, board, officer, employee or agent thereof, be liable for any portion of the costs and expenses of the aforementioned work, nor shall the City or the City's officers, employees, agents, sureties or bondsmen, be liable for the payment of any sum or sums for said work or any materials furnished therefor. 1.6 Maintenance Costs. Developers understand and agree that until such time as all of the Grading Work and construction of the Roadway Improvements are fully 4 J:\Attorney\ANN\Traffic~Trimark Agreement FINAL Clean doc completed and accepted by City, Developers shall be responsible for the care, maintenance of, and any damage to, the Grading Work and the Roadway Improvements. It is further understood and agreed that Developers shall guarantee all of the Grading Work and the Roadway Improvements for such period required by the City Engineer in accordance with what is customarily required by the City for such work, and correct any and all defects or deficiencies arising during said period as a result of the acts or omission of Developers, their agents, employees or assigns in the performance of this Agreement. 1.7 Indemnification. Developers understand and agree that City, (as "Indemmtee'') or any officer or employee thereof, shall not be liable for any bodily injury, death, or properly damage, including thereto hazardous materials and property takings claims occasioned by mason of the acts or omissions of Developers, their subcontractors or suppliers, their agents opemployees, or Indemnitee (to the extent they are not the result of lndemnitee's sole negligence or willful misconduct), related to the Grading Work and the construction of the Roadway Improvements. Developers and each of them further agree to defend, indemnify, protect and hold the lndemnitee, its officers and employees, harmless from any and all claims, demands, causes of action, liability, costs and expense (including, without limitation, reasonable attorney's fees) or loss for bodily injury, death or property damage, including thereto hazardous materials and property takings claims because of or arising out of the Grading Work and construction of the Roadway Improvements or the acts or omissions of Developers, its subcontractors or suppliers, its agents or employees, or Indemnitee, related thereto; provided, however, that Developers shall have no obligation to indemnify, defend, protect or hold Indemnitee harmless from any such losses, claims, demands, causes of action, liability, damages, costs or expenses to the extent they arise out of the sole negligence or willful misconduct of the lndemnitee or any officer or employee thereof. Developers further agrees to defend, indemnify, protect and hold the lndemnitee, its officers and employees, harmless from any and all claims, demands, causes of action, liability, cost and expense (including without limitation, reasonable attorney's fees) made or incurred by third parties pursuant to or arising out of contracts entered into by such third parties with or on behalf of Developers or their successors, assigns or agents concerning the Grading Work and construction of the Roadway Improvements; provided, however, that Developers shall have no obligation to indemnify, defend or hold Indemnitee harmless from any such losses, claims, demands, damages, causes of action, liability, costs and expenses to the extent that they have arisen due to the sole negligence or willful misconduct of Indemnitee. The improvement securities referred to above shall not cover the provisions of this paragraph. Such indemnification and agreement to hold harmless shall extend to damages to adjacent or downstream properties or the taking of property from owners of such adjacent or downstream properties as a result of the Grading Work or construction of the Roadway Improvements as provided herein. It shall also extend to damages resulting from diversion of waters, change in the volume of flow, modification of the velocity of the water, erosion or siltation, or the modification of the point of discharge as the result of the Grading Work or construction of the Roadway Improvements. The approval of plans for the Grading Work and the Roadway Improvements shall not constitute the assumption by City of any responsibility for such damage or taking, nor shall City, by said approval, be an insurer or surety for said work and related improvements. The provisions of this paragraph shall become effective upon the execution of this Agreement and shall remain in full fome and 5 J:~Attorney~ANN\Traffic\Trimark Agreement FINAL Clean.doc effect for ten (I0) years following the acceptance by the City of the Grading Work and the Roadway Improvements. 1.8 Additional Costs. City has entered into or will enter into a contract with an outside consultant to perform management services for the purpose of processing grading plans and improvement plans, as described above. The City may also perform engineering services (including inspection) for the processing of grading plans and improvement plans for the construction of the Roadway Improvements. The outside consultant may be paid out of the cash deposit or bond proceeds provided by the Developers for those services which are determined by the City Engineer to be eligible for payment. Developers acknowledge that they are ultimately responsible for all of the outside consultant charges and costs of the City's engineering services in connection with the processing of grading plans (including inspection) and improvement plans for the Roadway Improvements. Developer may review all billing records retained by the City for the outside consultant work as described herein. 1.9 Off-site Improvements. This Agreement imposes obligations upon the Developers to cause the Roadway Improvements to be made or installed on property that is not owned by the Developers or the City. The City agrees to process for consideration by the City Council the acquisition of such rights in order to facilitate the construction of the Roadway Improvements through condemnation proceedings. If the City Council approves a Resolution of Necessity for the acquisition of such property, City shall commence condemnation proceedings, at the Developers' expense and pursuant to the applicable provisions of State law and its authority as a charter City. City may draw upon any cash deposit, or bond proceeds provided to the City pursuant to this Agreement, to pay any costs it incurs in connection with such acquisition or condemnation proceedings, including attorney fees, and, to the extent they are insufficient to reimburse City for any such costs it incurs, Developers shall reimburse City in cash for such deficiency within fifteen (15) Days after receipt of a request therefor from City. 1.10 City Construction. Furthermore, notwithstanding the language of any other provision of this Agreement, Developers may fulfill their obligations to cause any of the Roadway Improvements to be made or installed by notifying City in writing of Developers' election to have City cause such Roadway Improvements to be made or installed, in which event City shall undertake to cause such Roadway Improvements to be made or installed at Developers' sole cost and expense provided, however, there are sufficient funds provided by Developers or available for City to draw upon to construct said improvements. All Developers as defined in this Agreement must agree to the City undertaking the construction in whole or in part of the Roadway Improvements. City may draw upon any cash deposit, bond proceeds or other security available to secure the completion of such Roadway Improvements to pay any costs it incurs in connection therewith and, to the extent they are insufficient to reimburse City for any such costs it incurs, Developers shall reimburse City for such deficiency within fifteen (15) Days after receipt of a request therefor from City. In the event Developers elect to have City cause such Roadway Improvements to be made or installed, all of the other obligations of Developers under this Agreement shall remain unchanged and in full force and effect, 6 J:~AttomeySANN\TrafficVI¥imark Agreement FINAL Clean doc except the City will be responsible for the maintenance of and any liability msutting from the City's construction work. Developers shall remain fully liable to indemnify, defend and hold harmless City and any officer or employee thereof pursuant to and in accordance with the indemnification obligations of Developers set forth in this Agreement with respect to any work Developers and their agents or assigns may have performed, including the preparation of the grading and Improvement Plans. Developers assume any and all risk concerning the City's ability to obtain reimbursement from any non-performing Developers, for costs which have been incurred by the City for the installation of the Roadway Improvements. Developers agree to cooperate in good faith with the City in the construction of the Roadway Improvements. 1.11 Cash Deposit. a. Initial Fair Share. In order to guarantee the construction of the Roadway Improvements, each of the Developers agree to pay the City, in accordance with the formula set forth in Exhibit "C", its fair share of the total estimated costs of constructing the Roadway Improvements ("Fair Share"), including but not limited to, the costs of any appurtenant improvements, costs of acquiring rights-of-way or easements, other related expenses incurred in the construction of said improvements and fifteen percent (15%) of such amount as a contingency reserve. The Fair Share distribution may be amended if approved by the Developers and the City Manager. Each of the Developers agrees to provide the City the earlier of: (1) the date the contract for the construction of the Roadway Improvements is awarded, or (2) October 15, 2002, an amount, in cash ("Cash Deposit") equal to each of the Developers' Fair Share for the estimated cost of constructing the Roadway Improvements. The City may, at its sole discretion, either review the cost estimate for constructing the Roadway Improvements set forth in Exhibit "D" after the execution of this Agreement or after the construction contract is awarded for said improvements. If the City determines, in its sole discretion that the cost estimate for constructing the Roadway Improvements are less than the costs set forth in Exhibit "D" or the amount of the award of the construction contract is less than the Cash Deposit, the City shall lower the Cash Deposit required to be provided by the Developers by the proportionate amount of the decrease. If a Developer has provided the Cash Deposit or the bond proceeds (pursuant to paragraph 1.13) prior to a revision to the cost estimate or the award of the construction contract, said Developer shall be refunded the difference between the amount so provided and said Developer's new Cash Deposit. If cash is provided by a Developer said refund shall be provided within twenty (20) Days of the City reviews , and if bond proceeds are provided said refund shall be pursuant to the terms of the Acquisition and Finance Agreement. The Cash Deposit shall be held by the City in a separate interest-bearing account and all earnings on such funds shall accrue to the account and be disbursed and released in accordance with this Agreement. Developers agree to pay, in cash, within 15 Days of City's request, their Fair 7 J:\A~tomey\ANN\Traffic\Trimark Agreement FINAL Clean.doc Share of any increase in the estimated cost of constructing the Roadway Improvements if the actual bid for said work is greater than the estimate provided in Exhibit "D". b. Final Costs. The City Engineer shall determine whether the final costs incurred for construction of the Roadway Improvements exceed the Fair Share payments received from the Developers pursuant to this Agreement. The Developers agree to pay the difference, if any, from the Cash Deposit provided herein and the final Costs determined by the City Engineer, in cash to the City within fifteen (15) Days of the City's request in writing. The City agrees to reimburse any of the Developers who may have incurred any additional costs from its Fair Share payment for the construction of the Roadway Improvements minus any reasonable costs incurred by the City within 15 days from receiving the additional funds from the Developer. If the final costs incurred for the construction of the Roadway Improvements are less than the Fair Share payments received from the Developers, the City shall reimburse the Developers its Fair Share of the difference from the Cash Deposit each Developer has provided and its Fair Share of the final costs for said improvements, within twenty (20) days of the City Engineer's determination of final costs. The Developers understand and agree that the City shall not be responsible for the reimbursement of the additional costs incurred by any of the Developers beyond the amounts collected from the other Developers. Developers assume any and all risks concerning the City's ability to obtain reimbursements from any non- performing Developers. Notwithstanding the foregoing, the City does not waive its rights to institute or maintain any actions or proceedings which it may deem necessary to protect, assert or enforce the rights provided herein. 1.12 l. Jse of Funds. The City may use the Developers Cash Deposit as the City deems appropriate to acquire completed portions of the Roadway Improvements and/or pay directly for the construction of such improvements. If at any time the City determines in its absolute discretion that the Roadway Improvements are not progressing within a reasonable time or the party constructing said improvements fails to demonstrate a continuing ability to complete construction of the Roadway Improvements within a reasonable time, the City may use the Cash Deposit or the bond proceeds provided pursuant to paragraph 1.13, to cause the completion of the Roadway Improvements. 1.13 Bond Proceeds. The City agrees to accept in lieu of any of the Developers' cash payment, the bond proceeds, of an equal amount (or a combination of bond proceeds and cash equal to the amount equal to its Fair Share) from the respective Developers' Community Facilities District for which said funds have been reserved to finance all or a portion of the cost of acquisition and/or construction of the Roadway Improvements; provided, however, taxes have been levied and indebtedness has been authorized for said Community Facilities District and the City's Finance Director has certified that the money is availablc for use by the City. The Developers may provide bond proceeds from its Community Facilities District for an amount less than the cash payment; provided, however, the total amount of cash and said bond proceeds delivered by the Developers to the City for Roadway Improvements equal the amount of the Developers' Fair Share. Any such bond proceeds if provided in lieu of a cash payment for a Developers' Fair Share, shall be used to finance the acquisition and/or construction 8 J:~Attomey~ANN\ Fraffic\Trimark Agreement FINAL (lean doc of the Roadway Improvements in the same manner as described in the paragraph entitled "Use of Funds." 1.14 Release of Excess Cash. Developers may later replace any cash payment with an equivalent amount of bond proceeds from the Community Facilities District, for which said proceeds are reserved to finance all or a portion of the acquisition and/or construction of the Roadway Improvements; provided, however, that taxes have been levied and indebtedness has been authorized by the City for said Conununity Facilities District. The City agrees to release the cash payment or a portion thereof, provided by a Developer pursuant to paragraph 1.11 within ten (10) Days of the City's Finance Director certifying the equivalent amount of the proceeds from said Community Facilities District are available for use by the City for said improvements. 1.15 Remedies. The City may take whatever legal or equitable remedies it may have against the Developer failing to perform with respect to the construction of the Roadway Improvements, including without limitation using such Developers Cash Deposit or the bond proceeds from a Community Facilities District that has set aside an amount for such facility. 1.16 Reimbursement. a. Bond Proceeds. If bond proceeds, received by the City in accordance with paragraph 1.13, are used to reimburse the Developer(s) constructing the Roadway Improvements, such reimbursement shall comply with the provisions of the applicable Acquisition Financing Agreement. b. Cash Proceeds. If cash proceeds are used, to reimburse the Developer(s) constructing the Roadway Improvements, such reimbursements shall comply with the following provisions. 1. Payment Milestones. The City shall pay the constructing Developer(s) from the cash proceeds, in, not to exceed, two increments, based upon the following milestones; (1) completion of fi fly percent (50%) of the Roadway Improvements as determined by the City Engineer ("50% Milestone") and (2) upon the completion and acceptance by the City of the Roadway hnprovements. The payment at the 50% Milestone shall be equal to the actual costs expended by the constructing Developer, but in no event shall such reimbursement exceed fifty percent of the Cash Deposit. 2. Payment Request. All request for payment must be in a form approved by the City Engineer, and shall include all pertinent documents/information necessary to facilitate the payment of such request, including but not limited to, evidence of payment of each invoice such as copies of cancelled checks or other evidence of payment satisfactory to the City Engineer, and written conditional lien releases executed by each applicable contractor, subcontractor and materialman in a form satisfactory to the City Attorney. The City Engineer shall review each payment request and the supporting documentation. If the City Engineer finds that any such payment request is incomplete, 9 J:\Attomey\ANN\Traffic\ I¥inlark Agreement FINAL Clean.doc improper or otherwise not suitable for reimbursement, the City Engineer shall inform Developer in writing within fifteen (15) Days after receipt thereof, the reasons for his finding. Developer shall have the right to respond to this finding by submitting further documentation after receipt of the denial. The City Engineer shall review any further documentation received fi:om the Developer in support of a payment request and inform Developer of his approval or denial of the payment request within ten (10) Days after receipt of the supplemental documentation. The City shall reimburse Developer within twenty (20) Days after the date of the City Engineer's approval of the payment request. ARTICLE 2 City's Obligations 2.1 Processing Traffic Studies and Amendments. a. Traffic Study. The City agrees to prepare traffic studies, for consideration by the City Council no later then the first quarter of 2003, analyzing traffic capacity created by various traffic enhancement projects including the Roadway Improvements ("Traffic Study"). b. Amendments. No later then October 15, 2002, the Developers agree to submit a completed application to revise each of the respective Developer's entitlements (including revisions to provide for an increase in building permits that may be issued for their respective projects and the related CEQA documentation), to reflect any additional capacity that may be available as indicated by the Traffic Study results and the completion of the Road~vay Improvements. The City agrees to process said amendments independently from the processing of any other amendments or applications to their respective projects. The City agrees to diligently process the respective applications for consideration by the City Council on the same agenda as the Traffic Study. The parties anticipate that the details of processing such amendments will following City ordinances and policies and State law. Developers agree to cooperate in good faith with the City in the processing of said applications. Developers understand that any amendment to their Project entitlements which may increase their respective thresholds shall be based upon appropriate environmental analysis and the Traffic Study. c. Additional Requirements. Notwithstanding the foregoing, the City will not bring the Traffic Study and any of the Developers' applications described above to the City Council for consideration unless and until all of the following have occurred: (1) Roadway Improvements are under construction or construction has been secured pursuant to the terms of tiffs Agreement; (2) Olympic Parkway has been completed; (3) Notice to construct has been issued on any portion of SR-125 which may include the Gap or Connector; (4) the "H" Street South Side Improvements have been completed; and (5) the City has received cash or security for the Roadway Improvements from each of the Developers in accordance with paragraph 1.11. Developers understand and agree that any Developer who has not provided the cash or security for the Roadway Improvements, shall 10 J:\Attomey~ANN\qYafl~c\Trimark Agrccment FINAl. (Ican doc not have its application for Amendments of its entitlements considered by the City Council as provided above. 2.2 Outside Consultant. City agrees to continue to retain a consultant to manage the processing and approvals of all plans, permits and approvals necessary to accomplish construction of the Roadway Improvements and to verify completion of the improvements for reimbursement purposes. 2.3 Cooperation. City agrees to meet with Developers, including scheduling regular status meetings, for the monitoring of progress of performance obligations of the City and Developers as described within this Agreement. City will work in good faith with Developers to establish a process for addressing futura traffic capacity thresholds. 2.4 Certificate of City. Within ten (10) business days of a written request therefore from Developers, City shall furnish to the requesting party a certificate stating as of the date of such certificate (1) whether or not there is any unrescinded notice of default under this Agreement issued by City to Developers for a default hereunder which has not been cured, and if so, (2) a copy of any such notice of default or a statement describing the nature thereof. 2.5 City Reservation of Discretion and Compliance with Applicable Law. Notwithstanding anything in this Agreement to the contrary, it is understood that the City reserves the right to exercise its discretion, including but not limited to, CEQA compliance and other similar laws. In addition, any amendments and approvals that are required by law to be processed for City Council approval will be subject to, and brought to City Council for consideration in accordance with applicable legal requirements. Developers understand and agree that nothing herein shall be construed as to restrict the City's ability to exercise its discretion as provided by the City Growth Management Program and Ordinance (City of Chula Vista Municipal Code Section 19.09, et seq.) ARTICLE 3 Delays, Default, Time of the Essence 3.1 Delay in Performance. City agrees that should Developers be delayed in performing their respective obligations under this Agreement primarily as a result of a permitted excuse (as hereunder defined) Developers shall be allowed a reasonable extension of time to perform said obligation, as such reasonable time shall be determined by the City, but in no circumstances shall be less than the length of the delay resulting from the Permitted Excuse. As used herein, the term "Permitted Excuse" shall mean any of the following: (i) the City's actions, omissions or inaction which result in a delay of performance by Developers; (ii) the inability or failure to obtain the appropriate environmental clearances within the time frames required to construct the Roadway Improvements as set forth herein, (iii) the nonperformance of one party to this Agreement that makes performance impossible for the other party, and (iv) labor disputes, acts of God, acts of terrohsm, war, riots, insurrections, civil commotions, moratoriums (other than those 11 J:\Attomey~ANN\Traffic\Trimark Agreement FINAL Clean doc imposed by the City pursuant to Growth Management Ordinance, as may be amended from time to time), litigation (other than any litigation brought by or on behalf of Developers and such parties' successors-in-interests, assignees or agents against the City), inability to obtain labor or materials or reasonable substitutes for either, fire, unusual delay in transportation, adverse weather conditions not normally anticipated in a project of this type or casualties beyond the reasonable control of Developers. Permitted Excuse shall not include delays due to a party's own negligence or financial inability to perform. Developers agree that should any delay by City in processing a respective Developer's application described in paragraph 2. I (b) be the result of that Developer failing to submit plans or other documents in a timely manner which causes the delay in the City's processing of said amendment, the time frame for the City's performance shall be extended for the duration of the delay. 3.2 Default. a. Notice of Default. Failure or delay by Developers to perform any of their Obligations under this Agreement constitutes a default by such party under this Agreement; however, for those defaults relating to the provisions of security or the payment of cash, the party shall not be deemed to be in default if such party cures corrects or remedies such default by providing the required security or cash within fifteen (I5) Days after the date of the notice by City specifying such failure or delay, if the alleged default relates to the grading or the construction of improvements, the party alleged to be in default shall have forty-five (45) Days after the date the written notice by City to either commence or complete the construction as set forth in Exhibit "D" before the party shall be deemed in default. If the alleged default relates to any other matter under this Agreement, the party alleged to be in default shall have thirty (30) Days after the date of the written notice by City to commence to cure such default and diligently pursue such cure to completion before the party shall be deemed in default. Copies of any such default notice shall also be delivered to the parties to this Agreement not in default. If the defaulting party has not cured its default within the appropriate cure period set forth herein, the City shall provide an additional notice, within 10 Days after said cure period, to the party not in default informing it of the defaulting party's failure to so cure. Any failure or delay by City in giving such notice or in asserting any of its rights and remedies as to any default shall not constitute a waiver of any default, nor shall it change the time of default, nor shall it deprive the City or other the party not in default, of its rights to institute and maintain any actions or preceding which it may deem necessary to protect, assert or enforce any of its rights or remedies. b. Rights of Developer not in Default. If any of the Developers default by failing to do anything required of it by this Agreement, ("Defaulting Party"), then the party(s) not in default (the "Non-Defaulting Party") shall have the right, but not the obligation, within thirty (30) Days following the appropriate cure period, as described above, to cure such default by performing the Defaulting Party's obligations or commence such cure and diligently pursue to completion, at the Defaulting Party's expense; provided however, the Non-Defaulting party shall provide written notice to the Defaulting party of its intent to cure. If the Non-Defaulting Party so elects to cure such default, the City will reasonably cooperate with the Non-Defanlting Party in connection with its efforts to cure such default, including City agrees to use its best efforts to enforce for the benefit of the City 12 J:\Attomey\ANN\Traffic\Trimark Agreement FINAL Clean doc and the Non-Defaulting Party any security it holds fi.om the Defaulting Party with respect to the obligation in default. Notwithstanding the foregoing, City shall not be responsible for obtaining any reimbursement from the Defaulting Party for the costs incurred (including interest payments) by the Non-Defaulting Party in curing such default. The Defaulting Party shall reimburse the Non-Defaulting Party within twenty (20) Days after a demand therefor accompanied by reasonable supporting documentation for one hundred ten percent (110%) of all costs incurred by the Non-Defaulting Party to cause the Defaulting Party's obligations hereunder to be perfomled less the amount of any reimbursement therefor received by the Non-Defaulting Party from the security furnished by the Defaulting Party, plus interest thereon at the maximum rate permitted by law fi.om the date such costs are expended by the Non-Defaulting Party to the date such costs are reinlbursed to the Non- Defaulting Party. In the event of a default hereunder, the Defaulting Party (and any permitted successor or assignee of the Defaulting Party) shall not be entitled to receive any of the benefits or privileges conferred by this Agreement (including the processing of an amendment to increase the thresholds permitted for its Project) unless and until (i) the Default has been cured and (ii) the Non-Defaulting Party has been reimbursed for one hundred ten percent (110%) of the costs it incurred in connection therewith plus interest thereon as described above. c. City's Rights. In addition, in the event that Developers do not cure a default in accordance with this Agreement, the City shall have the fight to exercise any and all of its rights and remedies and to maintain any actions or suits at law or in equity or other proper proceedings to enforce the curing of such default to which it may be entitled, including specific performance, and any and all remedies provided in this Agreement or to any Acquisition and Financing Agreement. 3.3 Time of the Essence. Notwithstanding the foregoing provisions, time is of the essence of each and every provision of this Agreement in which time is an element. Developers further covenant to perform their obligations in an expeditious manner and to diligently complete their performance of their respective obligations described ~vithin this Agreement. Failure to comply with this provision shall be material breach of this Agreement. ARTICLE 4 Assignment, Entry Permits 4.1 Assignment. Developers may not, voluntarily or by operation of law, assign or otherwise transfer any of its rights or obligation under this Agreement without obtaining the prior written consent of the City, which consent may be withheld by City in its sole and absolute discretion. If consented to by City such assignment may relieve Developers of their obligations hereunder if the City determines that such release of Developers' obligations will not.jeopardize the satisfactory performance of the obligations contained herein. Any attempted assignment made in violation of this provision shall be null and void. Notwithstanding the foregoing, Developers each shall have the right, without the consent of the City (a) to assign its rights and obligation under this Agreement to any partnership or 13 J:~Attomey\ANN\Traffic\Trimark Agreement FINAl_ Clean doc limited liability company of which assignor is the managing general partner or managing member (as applicable) and majority owner of the voting rights and beneficial interest thereof or (b) to assign its rights with respect to the recordation of final subdivision maps and the issuance of building permits to any merchant builder or apartment developer which acquires a portion of the Developers' Property. 4.2 Entry Permits. City will provide the Developers with an Entry Permit or Encroachment Permit in the form attached hereto as Exhibit "E" for work to be conducted on City owned or controlled property within Twenty (20) Days of Developers' submittal of a completed application. ARTICLE 5 General Provisions 5.1 Governing Law. This Agreement shall be governed and construed in accordance with the laws o£the State of California. 5.2 Effective Date. The terms and conditions of this Agreement shall be effective as of the date this Agreement is approved by the City Council. 5.3 Counterparts. This Agreement may be executed in any number of counterparts, each of which shall be original and all of which shall constitute one and the same document. 5.4 Notice. a. Notices. Unless otherwise provided in this Agreement or by law, any and all notices required or permitted by this Agreement or by law to be served on or delivered to either party shall be in writing and shall be deemed duly served, delivered and received when personally delivered to the party to whom it is directed or, in lieu thereof, when three (3) business days have elapsed following deposit in the United States mail, certified or registered mail, return receipt requested, first-class postage prepaid, addressed to the address indicated in this Agreement. A party may change such address for the purpose of this Paragraph by giving written notice of such change to the other party. If to City: City of Chula Vista Department of Public Works/ Engineering Division 276 Fourth Avenue Chula Vista, CA 91910 Attn: City Engineer 14 J:~Attomey\ANN\Traffic\l¥imark Agreement FINAL Clean doc If to McMillin: McMillin Rolling Hills Ranch, LLC 2727 Hoover Avenue National City, California 91950 ATTN: David C. Gatzke, Vice President If to Tfimark Pacific Homes: NNP-Trimark San Miguel Ranch, LLC c/o Trimark Pacific Homes, L.P. 85 Argonaut, Suite 205 Aliso Viejo, CA 92656 Attention: Mr. Stephen E. Hester Telephone: (949) 465-1655 Fax: (949) 465-1660 5.5 Captions. Captions in this Agreement are inserted for convenience of reference and do not define, describe or limit the scope or intent ofth/s Agreement or any of its terms. 5.6 Entire Agreement. This Agreement, embody the entire agreement and understanding between the parties regarding the subject matter hereof, and any and all prior or contemporaneous oral or written representations, agreements, understandings and/or statements shall be of no force and effect. This Agreement is not intended to supersede or amend any other agreement between the parties unless expressly noted. 5.7 Recitals; Exhibits. Any recitals set forth above and any attached exhibits and Diagrams are incorporated by reference into this Agreement. 5.8 Authority of Signatories. Each signatory and party hereto hereby warrants and represents to the other parties that it has legal authority and capacity and direction from its principal to enter into this Agreement, and that all resolutions and/or other actions have been taken so as to enable said signatory to enter into this Agreement. 5.9 Modification. This Agreement may not be modified, terminated or rescinded, in whole or in part, except by written instrument duly executed and acknowledged by the parties hereto, their successors or assigns. 5.10 Severability. If any tem~, covenant or condition of this Agreement or the application thereof to any person or circumstance shall, to any extent, be invalid or unenforceable, the remainder of this Agreement, or the application of such term, covenant or condition to person or circumstance, shall not be affected thereby and each term, covenant or condition shall be valid and be enforced to the fullest extent permitted by law. 15 J:~Attomey~ANN\Traffic\ I-rimark Agreement FINAL Clean doc 5.11 Preparation of Agreement. No inference, assumption or presumption shall be drawn f~om the fact that a party or its attorney prepared and/or drafted this Agreement. It shall be conclusively presumed that all parties participated equally in the preparation and/or drafting of this Agreement. 5.12 Third Party Beneficiaries. Notwithstanding any other provision of this Agreement to the contrary nothing herein is intended to create any third party beneficiaries under this Agreement, and no person or entity other than City and Developers and the permitted successors and assignee of each of them, shall be authorized to enforce the provisions of this Agreement. (NEXT PAGE IS SIGNATURE PAGE) I6 J:\Attorney~ANN\Traffic\Trimark Agreement FINAl. Clcan.doc SIGNATURE PAGE 1 OF 3 TO FINANCING AND CONSTRUCTION OF ROADWAY IMPROVEMENTS FOR TRAFFIC ENHANCEMENT AGREEMENT 1N WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed the day and year first set forth above. CITY OF CHULA VISTA, a Municipal corporation By:. Shirley Horton, Mayor ATTEST: Susan Bigelow, City Clerk Approved as to fom~: John Kaheny, City Attorney 17 J:\Attorney~ANN\Traffic\Trimark Agreement FINAL (?lean doc SIGNATURE PAGE 2 OF 3 TO FINANCING AND CONSTRUCTION OF ROADWAY IMPROVEMENTS FOR TRAFFIC ENHANCEMENT AGREEMENT IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed the day and year first set forth above. MCMILLIN ROLLING HILLS RANCH, LLC a Delaware Limited Liability Company By: McMillin Management Services, LP a California limited partnership Its: Manager By: Corky McMillin Construction Services, Inc., a California corporation Its: General By: Its: 18 C:\WlNDOWS\Temporary Interact Files\OLK45\Trimark Agreement FINAL Clean doc SIGNATURE PAGE 3 OF 3 TO FINANCING AND CONSTRUCTION OF ROADWAY IMPROVEMENTS FOR TRAFFIC ENHANCEMENT AGREEMENT IN WI'INESS WHEREOF, the paxties hereto have caused this Agreement to he executed thc day and year first set forth above, · NNP - Trilnark San Miguel Ranch, LLC By: By: 19 C;~,Docuraen~ and Settings~s~'vekLoeal Settin~\Tempovar~ In~emeL Files\0 LK2\Triwark Agreement FINAL Cle~.~z LIST OF EXHIBITS EXHIBIT A-1 Plat of Salt Creek Ranch showing that portion of the Property owned by McMillin EXHIBIT A-2 Plat of Trimark Property (San Miguel Ranch) showing that portion of the Property owned by Trimark EXHIBIT B East H Street Improvements: Maps 1 and 2 EXHIBIT C Fair Share Allocation EXHIBIT D East H Street Widening Project Completion Schedule 20 J:\Attomey\ANN\Traffic\Trimark Agreement FINAL ('lean doc ROLLLNGHILLS RANCH'~ ~~ EXHIBIT A-1 TRIMARK PROPERTY (SAN MIGUEL RANCH) CITY OF CHULA VISTA, COUNTY OF SAN DIEGO STATE OF CALIFORNIA PROVEMENT AREA "B" IMPROVEMENT AREA "A" EXHIBIT 'A-2' I.IJ I.IJ n" Exhibit "C" Fair Share Allocation McMillin Rolling Hills Ranch, LLC NNP - Trimark San Miguel Ranch, LLC 60% 40% EXH'SIT.L, Comments & I!esponses to ~ND . Gray Davis COVEllNOll .. COMMENT NO. 1 STATE OF CALIFORNIA ~~ (~~ "'JI.=::;; Governor's Office of Planning and Research State Clearinghouse r Tal Fmney - -:lINTE1D< DBEcro> AUG - 2 2~::¡lllJ July 31, 2002 l U, PI,'y"nJG Paul Hcllman City of Chula Vista 276 Fourth Avenue Chula Vista, CA 91910 Subject Telegraph Canyon Road Widening SCH#: 2002071007 Dear Paul He1lnw1: The State CleariÐghouse submitted the above namedNegative Declaration to selected state agencies for review. On the enclosed, Document Dctai1s Report please note that the Clearinghouse has listed the state >gellcies that revieWed your dD<:umcDL The review period closed on uly 30, 2002, and the 00_ ftom the responding agency (ics) is (artI) enclosed. If this cDlDlDCDt package is not in order. pleac notify the State Clearingbousc immediately_ Pi..... refer to the project's ten-digit State Ccaringhonsc IIDIDber in fu~ conespondenc:c so that we may respond promptly. Please note that Section 21104(c) of the California Public Resources Code states that: "A responsible or Qther pubticagency shall only mike substantive corm:nentSrcgarding those activities involved in a project whiCh are within an area of expertise afthe agency or which arc required to be 'c:arricdout or approvcd by the agenc:y. Those comments shan be supported by spec:ific documcntation." l-A These comments arc forwarded for use in preparing your final environmental document. Should you need mo~ information or clarification oftbe enClosed 'comments., we rct:ommend that you c:ontact the commenting agency direc:tly. This letter acknowledges that-you have complied with the State Clearinghouse review reqWremcnts for draft enviroDID8Dtal documents. puisuant to the Califooùa Enviroomcntal Quality Act Please contact the State cteuinghnuøc at (916) 445-0613 ifyo~l ba.ve any questions regardin¡ the environmental review proccIS. ~~ Tony RobcrU Di.rector..Statc ,Clearinghouse Enc:)O$UlCl cc: Resources Agency J"oo TENTH STREET P.O. BOX )o.t4 SACRAMENTO. CAlffOB.NlA 9J8n~30+4 916:-<t45-OfÎ1} FAX 916-]2]-]Oi8 www,opr.a..gov e September 2002 City of Chula Vista. Telegraph Canyon Road Widening Project 3202-01 Comments & I!esponses to ~ND uocumem U8U1I1IJ ru,pu... state Clearinghouse Data Base SCHfI. Project Title Lead Agency 2002071007 Telegraph Ca.nyon Road Widening Chula Vista. City of Type Description Hog NegativeDeclaraUon The project would consist of wtdenlng the westbotmd side of Telegraph Canyon Road from three lanes (one right, one shared through/right, and one through only) to four lanes (two right only and two through only). With the future wktenlng of U\e. northbound on-nunp by Caltrans. the northern only. tans WOuld be converted 10 a harecl throughlrightlane. lñe addition of the lane would occur on ttJenorth side of the road for approximately 1.200 feet (O~2 mile) from the 1.:.005 northbound on-ramp to 8 point approxlmately 1.000 feet east of Halecrøst DIive. Lead Agency .Contact Nam. Paul Helfman Agency City of COOla Vista phone 6'9-585-5680 .",.11 Add,.... 276 Fourth Avenue CIty Chule Vista Fax ShI. CA ZIp 91910 Project Location County San Diego City Chula Vista Region Cra.. Streets 1-805 and Telegraph Canyon Road Parcel No. Townahlp Rang. Section Base Proximity to: Highways 1...a05 AIrports Railways WafetwaYS Telegraph Canyon Creek School. Land Use Road R}ght of Way Project Issue. AesthetlclVlsual; Agricultural Land; Air Ousllty;Archaeologic-HfStoriç; Flood PlainIFloodlng: Geologic/Seismic; Minerals; Noise: PubRc Services: SchoOlsJUnlVersüJes; Son EroskmJCompactlonlGradlng;Sond Waste; ToxlclHazardous;TrafftclClrculetlon: Vegetation; Water QuaAty; WeUandlRlpartan: Wildlife: Growth Induolng: LandUH; C.umulaUve Effects: other Issues Reviewing Caltrans, Division of Aeronautics: Department of Conservation; Department of Fish and Game. Reg50n Agencies 5; OffIce of Historic Preservation; Department of Parks Bnd RecraatIOn; Department of Water Resources; California HIghway Patro1; Caftrans, District 11: Air: Resources Board. TransportaUon Projects: Reglonsl Water Quality Control Board, Region 9; Native Amertcsn Herttage Commission: State Lands Commission Start of Review 0710112002 End of Review 07130/2002 Date Received 0710112002 .. Note: Blanks in data flelds -resutt from ¡nsufficlent Information provided by lead agency. September 2002 City of Chula Vista. Telegraph Canyon Road Widening Project 3202-01 2 Comments & I!esponses to ~ND Response to Comment Letter No.1 State of California: Governor's Office of Planning & Research Dated July 31, 2002 i-A Comment noted. This comment does not address the adequacy of the initial study or MND; therefore, no response is necessary September 2002 3202-01 City of Chula Vista. Telegraph Canyon Road \Videning Project 3 Comments & I!esponses to ~~D COMMENT NO.2 ._- STAn OF r.0o ..nor""A_'8\.1mwF.!1/S. 'T1I.I.NSfOIlT....i1OI'I A)/]) ROtmt«J J4ÐJCV GIlAYD^VlS.OIwtmor DEPARTMENT OF TRANSPORTATION DIOI1Uc:rll P. O. BOX &$406, MS $0 SANDIEGO. CA 92186-5406 PHONE (619) 611-6954 PAX (619}......m July 30, 2002 1l-SD-80S PM. 6.06 (K1'.9.70) FIu.,...,.powef B'CIWIJ'r/Jk'fnt f Ms. Becky FI3Dk State CleariD¡bouse 1400 Tenth Street Sacramento, CA 95812 Dcsr Ms. Frank: Draft ND for the Tcl"""",h Canyon Road WidCDÌI1l! - SCH 2002071007 The California Department of Transportation (Department) District II comments arc as follows: Traffic: Connnents · Thc Department endcavOIl to maintoin a target Levcl of Scrvicc (LOS) at thc transition between LOS HÇ" and LOS "D" (,ee Appendix "C-3" of thc Department Guidc for the Preparation of Traffic Impact Studies, January 2001) on State owned Dcilities, including int=ectioDS. If an existing Stale owned facility is operasing at less than thc appropriate target LOS, the existing measures of effecllveness (MOB) should be maintained If an intersection is cuncnlly below LOS C, any increase in delay fIOm project generated traffic must be analyzed and mitigated. AnalysiJ of the i.tcrscctions shall be done using Intersecting Lane V chiclc (II. Y) calculations as per the Highway Design Manual (HDM), Section 406, page 400-21. · If certain traffie mitigation projects are idcntified as appropriate, then _ lb. Department supports the concept ofClfair share" contributions on the part of the developer. · Thc Deportment currently bas an ongoing project stDdy report to install ramp meters and add an HOV Ian. to the northbound on-ramp at Telcgraph CIJI)'on Road. Coordinatc with Department Project En¡incer Carlos Cortez (619) 688-6658 for futhet inform>tion. · Traffic control plans are required prior to çonstrueticn for a complete revi~. The plans shall b. in accordance with the California Department ofTransportation Manual of Traffic Controls for Consauction and Maintenance Work Zones [1996 (Revision 2) edition]. Pedestrian and possibly bicyclc detours Ittaffiç restrictions oJso nced to be addressed. · All roadway features (signs, pavement dclineatioD, roadway surfacc, etc.) within thc State right of way must b. pIOtectcd, maintained in a temporaxy condillon, or restored. . ~C'Gltnm.t~~aaœ.CrJilftnnìD." September 2002 City of Chula ~sta. Telegraph Canyon Road Widening Project @ 2-A J2-B J2-C J2-D J2-E 3202-01 4 - Comments & I!esponses to ~ND BccJcy Frank July 30, 2002 Page.2 Speclftc Comments Mitigated Necatlve Declaration . Pa e 7 Pro' ect Com - The geometry of the impro1'tmlenl would change from three J ancs one,,'g t on . _ one s ared through/righI, t. and one through OnlY), 10 four lanes (two ri~ht only and two I ough only). .. This improvement is designed to match the future ramp-- Wlderring project. What is the interim proposal for the existing ramp configuration? Provide a detailed signing and pavement dclineation plan for this transition to match the existing lane configuration at the I·80S northbound ramp. The plan must shJ all alignments and stationing. . Page 7, Proicet Components - "Wllh IhefuJure widening oflhe north und on-ramp by Ihe ] Departmenl, the northern through only lane would be converled to a shared through/rifht lane. .. Providc a more detailed referencc of this ramp-widening project. Early coordinanOD with the Project Manager must b. planned to provide a good transition. 2-F 2-G 2-H . Paltc 7, F~ 4, Existing Traffic V OhUDes - Show the traffic volumes on SB I-80S exit ] 2 - I ramp to E ound Telegraph Canyon Road. Thank you for the opportunity to ,comment on the Draft ND. Ouz contact person for I-80S is Erwin Gojuangco, Route Manager, àt (619) 688-6610. Sincerely, ~.~ þ- BILL FIGGE, Chief Development Review and Public Transportation Branch .' ..Caltnms improt1U rn.obiMv acroæ CaJifrmti4. September 2002 City of Chula Vista + Telegraph Canyon Road Widening Projecf 3202-01 5 - Comments & I!esponses to ~ND Response to Comment Letter No.2 Letter from California Department of Transportation (Caltrans), District 11 Dated July 30, 2002 2A. The proposed project will not generate additional traffic. As indicated in the project traffic study and in the MND, the level of service of intersections with the Caltrans right-of-way would not be degraded as a result of the project. 2B. Comment noted. This comment does not address the adequacy of the initial study or MND¡ therefore, no response is necessary. 2C. Comment noted. City of Chula Vista engineering staff is coordinating with Caltrans staff with respect to the planned widening and metering of the I-80S northbound on-ramps at Auto Park Drive/Main Street, Telegraph Canyon Road, East H Street, and Bonita Road, pursuant to Caltrans Project Study Report 11381-24020K, dated November 15, 2000. 2D. Comment noted. The Mitigated Negative Declaration (MND) identifies as a stan- dard condition that a traffic control plan will be required to be prepared and ap- proved by the City Engineer. The traffic control plan will be in compliance with any applicable requirements of Caltrans. 2£. Comment noted. The MND identifies that an encroachment permit from Caltrans will be required for any work within the Caltrans right-of-way, which will ensure the protection, maintenance and/or restoration of all roadway features within the Caltrans right-of-way. September 2002 City of Chula Vista. Telegraph Canyon Road Widening Project 3202·01 6 .- Comments & I!esponses to ~ND Response to Comment Letter No.2 (Continued) Letter from California Department of Transportation (Caltrans), District 11 Dated July 30, 2002 2F. Figure 3A of the MND shows the proposed striping of the westbound lanes of Tele- graph Canyon Road and of the Interstate 805 northbound on-ramp. A description of how the Telegraph Canyon Road westbound lanes would be striped to match the existing lane configuration of the 1-805 northbound ramp is contained within the Project Components section on page 7 of the MND. This discussion is sufficient to evaluate potential environmental effects. The requested "signing and pavement de- lineation plan" showing all alignments and stationing is not necessary for the evalu- ation of environmental effects; this information will be included in the construction plans to be completed at a later date, which will be provided to Caltrans for review and comment. 2G. See Response 2C. 2H. See Response 2F. 21. Based on the traffic volumes shown on Figure 4, the A.M. and P.M. peak hour 1-805 southbound off-ramp to eastbound Telegraph Canyon Road traffic volumes are 1,010 and 1,600, respectively. September 2002 City of Chula Vista. Telegraph Canyon Road Widening Project 3202-01 7 ~- Comments & I!esponses to ~ND COMMENT NO. 3 DEPARTMENT OF FISH AND GAME South Coast Region 4949 Viewridge Avenue San Diego, California 92123 (858) 467-4201 FAX (gss) 467-4239 rr5)~ (G ~ Ü W ~ ~ I'iì" I ;11 ¡i' . I Ii" u AUG - 1 2001 !10 . , . ; L__.___.__~ PL.~~rJ1NG .-. ~-'---' July 30, 2002 Ms. Marilyn Ponseggi City of Chula Vista Planning Department 276 Fourth Avenue Chula Vista, CA 91910 RE: Review and comment on the Telegraph Road Widening Project, Chnla VlJta, CaHfomia Dear Ms. Ponseggi: The California Department ofFish and Game (Department) has reviewed the Mitigated Negative Declaration for the Telegraph Road Widening Projeet (MND), and offers thc following oomments to reduce impacts to biological resources. The Department is a IlUstee agency under the California Environmental Quality Act (CEQA) and is responsible for ensuring appropriate oonservation of fish and wildlife resources including rare, threatened, and endangered plant and animal species, pursuant to the California Endangered Species Act, and administers the Natural Community Conservation Planning Program (NCCP). The City is a participant in NCCP planning and is in the process of oompleting the Chula Vista Subarea Plan (Subarea Plan) under the Multiple Species Conservation Program (MSCP) subregional plan. In the MND, proposed mitigation requires that a preeonstruction suivey to be perfonned prior to the removal or alteration of any mature trees or the oommencement of oonstroction activities during the raptor nesting season, identified as December 1 ßu'ough May 31 in the draft Chula Vista Subarea Plan. Additionally, the MND states that no restrictiOllJ with respect to tree removal or oonstruction setbacks would apply outside of the raptor nesting season. The Department disagrees with the proposed rnitigation for the following re&sOIIJ. First, during discussions between the City and the Wildlife Agencies, representatives of the Wildlife Agencies pointed out that the proposed dates of December I through May 31 were not adequate to protect nesting birds, particularly raptors which may not oomplete their nesting cycle until June or even Jnly. A second point is that the dates used in the draft Cimla Vista Subarea Plan relate to indireet effects caused by noise impacts (refer to page 7-26 of the Public Review Draft Subarea Plan, June 2002), yet the MND potentially expands this application to the actual removal of trees with active nests. To ensure oompliance with Stale (California Fish and Game Code See. 3503 and Sec. 3503.5) and Federal (US Code, Tide 16 See 703) laws concerning impacts to migtBlOl}' birds, the Department recommends that impacts to trees with any active nests be avoided. This is perhaps most easily acoomplished by planning for and removing trees prior to March 1 or after July 31. 3-A September 2002 City of Chula Vista. Telegraph Canyon Road Widening Project 3202-01 8 Comments & I!esponses to ~ND Ms. Marilyn PonseR.gl July 30, 2002 Page 2 If you have any questions regarding this letter, please contact David Mayer of the Department at 858-467-4234. Sine> v, ~~.- /' ;'¡;'-z:tfÝ~ ) .~ ðlW'll' E T· I lam . .. tppt."ts Environmentaì· ·Program Manager cc: Gjon Hazard, Carlsbad Fish and Wildlife Offiee September 2002 City of Chula Vista. Telegraph Canyon Road Widening Project 3202·01 9 Comments & I!esponses to ~ND Response to Comment Letter No, 3 Letter from California Department of Fish and Game, South Coast Region Dated July 30, 2002 3A. Pursuant to discussions with CDFG staff, the referenced mitigation measure con- tained in the Mitigated Negative Declaration relating to potential impacts to nesting raptors has been modified. The measure now requires pre-construction surveys for nesting raptors if construction is to commence between December 1 and July 31. ~ September 2002 City of Chula Vista. Telegraph Canyon Road Widening Project 3202·01 10 Comments & I!esponses to ~i"\ID COMMENT NO. 4 WOODSIDE DENTAL III 12110 WOODSIDE AVE., LAKESIDE, CA 92040 . (619) 443.0444 ARTHUR SANTOS, D.D.S. lö)~Ir~A!OU linE' ~ !iì1l I ,uL! JUL242002 I'~J . L J~ PlMmlNG 498 HALE STREET, July 22, 2002 City of Chula Vista Planning and Building Deparbnent 276 Fourth Avenue Chula Vista, CA 91910 Attn: Paul Hellman Dear Mr. Hellman; ~ This letter is in response to the project of widening Telegraph Canyon Road, study no. 18-02-35. Our office is located in the comer of Hale and Halecrest and 99% of our patients use the intersection ofTelegraph Canyon Road to get to our office. Our concern is of the days and times of work being done on Telegraph Canyon Road. We strongly recommend, if the street will be closed for work, to be done after work hours or on weekends. Please consider our suggestion, since closing of Telegraph Canyon Road will affect our patients greatly. We strongly oppose any closure of Halecrest Drive during business hours due to the impact on emergency and regular patients that will need our services and attention with their dental care. " September 2002 City of Chula Vista + Telegraph Canyon Road Widening Project }-A 3202-01 11 Comments & I!esponses to ~ND Response to Comment Letter No.4 letter from Arthur D. Santos, D.D.S., Woodside Dental Dated July 22, 2002 4A. The preparation of a traffic control plan to the satisfaction of the City Engineer is a standard requirement for such projects to ensure that access to all public roadways will be maintained during the construction period. Where lane closures result in one-way access, flag personnel will direct traffic to allow for two-way movement. Caltrans permit requirements for work within the Caltrans right-of-way may re- quire that certain phases of work be confined to off-peak traffic hours. ~ September 2002 City of Chula Vista. Telegraph Canyon Road Widening Project 3202·01 12 ~ Comments & I!esponses to ~~D BOARD OF EDUCA110N œIRYL s. cox, UD. LARRYCUNNlNGHAM PAT1UCKA.JUDD BERTHA 1. LOPEZ PAMELA B. SMITH SUPERINTENDENT UBlA5. CIl..Ph.D. ~ .. COMMENT NO. 5 CHULA VISTA ELEMENTARY SCHOOL DISTRICT 84 EAST "]" STREET' CHULA VISTA, CALIFORNIA 91910' 619425-9600 EACH CHILD IS AN INDIVIDUAL OF GREAT WORTH 1Í1::::-'r¡;'ï;;'-:~'----":C" .--... I i)~ It 'L, I'. II "N," i" ---. I ~,." ~:,¡ I!J '-'" !r"· I'" r-----_ "" " . in)' ¡ii' u U' JUl - 9 2002 ilU; L 1'-" I ' PLANNING ' I July 8, 2002 Mr. Paul Hellman Environmental Projects Manager City of Chula Vista 276 Fourth Avenue Chula Vista, CA 91910 RE: Case No. 18.02-35 Location: Westbound Telegraph Canyon Road, from the . Interstate 805 Northbound On-Ramp to a Point Approximately 1,000 Feet East of Halecrest Drive Project: Telegraph Canyon Road Widening Dear Mr. Hellman: Thank you for the opportunity to respond to the proposed Mitigated Negative Declaration for the project referenced above. This project is within the boundaries, of the Chula Vista Elementary School District, which serves children from Kindergarten through grade 6. The District does not identify any issue and has no comment on this project. Thank you for keeping us apprised of the projects up for review at the City Planning Department. If you have any questions. please give us a call. Sincerely, Up(flJL Dee Peralta Planning and Facilities Supervisor DP:lf September 2002 City ot Chula Vista + Teiegraph Canyon Road Widening Project }-. 3202·01 13 Comments & I!esponses to ~ND Response to Comment Letter No.5 Letter from Chula Vista Elementary School District Dated July 8, 2002 SA. Comment noted. This comment does not address the adequacy of the initial study or MND; therefore, no response is necessary. ~ September 2002 City of Chula Vista. Telegraph Canyon Road Widening Projecf 3202-01 14 Comments & I!esponses to ~ND COMMENT NO. 6 -,... ,,,' Paul. H.llrnan From: Sent: . To: Sub ecl:' Im~: . Roberto 5aIqdOî~coml Tuoad"l'. ./iItt~,>2OOa:2~~~, . . Ph"~cì",ís. ' . TeIGg~ConyonRd'"' . High " 'i ~ Paul, I uné1er.stand y,ou' re' the', prQject manaqer'tor the. '.rvirónm.n,~al- review ',of: th. proposøò. T,el.eqr.aph C~~yot),~oad_ widening ...t!;)_f ¡"'~O'$.. "/ __ ""." ' I worked fi)r "the Cå;tY'<?~::'9YEn9,i.neel:'inÇJ.'. DeptwMn c:th'e- cur:r..t1t,ro.d~ improvements '-were- con't,.t;,I1.ct..d.. , ,_In_:: tact: ,I:..wrote'.. the _EIR't,é:i%r·,that, proj-~çt.:· One of ,t'1'ie mitiqatj,on ,COlfd'.tt1ón8-:-w.~"t~. ,--s,avJ.nCJ.~<ot~h8 ~'~ture t-ree.s t1ia~ lined ~hè ,nQrtherlyside _"f t~-e- roadfro-m: H.·leCo1'.5t:Ot:-~.:;~at 'ia- not( ~.êO De,l ~t:!;Y''':''-,;t sU9_9_e-~t, you loci~,up_théfile' :andre.fer_to.:thW ,condi~ion5"we wete made by-tht! Cftrz'êñø~a~:,~~~8,~,L.t.~,~,,~~~:}eÐt.-- '-"- My understandin9 of your'-prop6sed project is -that _:~htlia-a't:::¡eiëswill'~e destrQyed and ne'", 'sma,n ,~rf!es ,will->.be pl.nteq. If this "is correc.t,-:,I' w¡¡nt,1:þ"expt~ my'opp(JSiti?n tÌ)t'h1-s"prop~al.. I~'is my reco:rmnendation that 'your PX'o.pI:l~.:d proj!ct;'"s-J,;ve,-tþeseÎ"maj·estic trees and that they ,be not destr:9yed~ . I own prop8I:-ty, o£f otTe~1!qraph Cânyon :Rolid. .\nd'Ç>leand.r .;Ave~u.at1d;',wlll. bé' very upset· if you do ,not address 'fhi:J in :¥Our finding-so Thank you.. ] 6-A Roberto Saucedo Senior'Proj.ctManaqer~PublicWorks èentreCityDevelopm~~Corpor&tion 225 Broadway Suite llÒO San DiegO, California 92101~S074 Phone: 619~533.713g Fax: 619.23~.~1(a ,f; www.ccdc.com '·7('",; ~. ~ .~" September 2002 City of Chula V1sta . Telegraph Canyon Road Widening Project 3202·01 15 Comments & I!esponses to ~ND Response to Comment Letter No.6 E-mail from Roberto Saucedo Dated July 30, 2002 6A. The Initial Study and Mitigated Negative Declaration fully evaluated the removal of the existing Eucalyptus street trees. Particularly, Section 5.1 (b) of the document addresses the potential aesthetic impacts associated with the action. The conclusion of the analysis is that upon completion of construction, significant impacts to aes- thetic resources would be avoided by features incorporated into the plan, specifically the landscape concept plan that calls for the replacement of impacted landscaping with new landscaping that will enhance the scenic quality of the roadway. The landscape concept plan is described in Section 2.3.1, Project Components, and is illus- trated on Figures 6A through 6E of the document. ~ The Final Environmental Impact Report prepared for the Canyon Plaza Shopping Center in 1977, ElR-74-3 (Supplemental), states that the project area had been previ- ously graded and was generally void of any substantial vegetation, with the excep- tion of several California Pepper trees near the Telegraph Canyon Road pavement. The EIR states that improvements to be constructed along Telegraph Canyon Road include a third westbound traffic lane and a landscaped parkway and drainage chan- nel along the north side of the roadway. The EIR further states that a landscaped parkway with street trees and a decorative wall would soften and partially screen the channel and parking areas from the street. Based on the description of the project area in the EIR as well as staff's review of aerial photographs from June 12, 1972, and May 2, 1986, it is apparent that the existing Eucalyptus street trees within the project area were planted at the time the third westbound lane, drainage channel, and park- way were constructed. No evidence indicating that the preservation of these exist- ing street trees was ever required as a condition of any mitigation measures adopted by the City of Chula Vista was found by staff and no such evidence is provided in this comment. September 2002 City of Chula Vista. Telegraph Canyon Road Widening Project 3202-01 16 fl~AL I~ITIAL STUDY A~D ~ITI(ìA TfD ~f(ìA TIVf DfCIARA TIO~ 15-02-35 T~L~(ìRAPn CA~YO~ ROAD WID~~I~(ì Lead Agency: City of Chula Vista 276 Fourth Avenue Chula Vista, CA 91910 5[PT[~8[R 2002 Table Of Contents Section Page No. 1.0 INTRODUCTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1.1 Project Need and Objectives ...................................... 1 1.2 Project Description Summary. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1.3 California Environmental Quality Act (CEOA) Authority To Prepare a Negative Declaration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 1.4 Other Agencies That May Use the Mitigated Negative Declaration and Preliminary Environmental Review. . . . . . . . . . . . . . . .. . . . . . . . . . . . . 2 1.5 Public Review Process ........................................... 3 2.0 PROJECT DESCRIPTION ........................................... 4 2.1 Project Location. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 2.2 Environmental Setting. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 2.3 Project Characteristics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 2.3.1 Project Components. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 2.3.2 Project Construction ..................................... 18 3,0 MITIGATION NECESSARY TO AVOID SIGNIFICANT IMPACTS..... 19 4.0 ENVIRONMENTAL CHECKLIST ...................................21 5.0 DISCUSSION OF ENVIRONMENTAL IMPACTS ..................... 34 5.1 Aesthetics. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34 5.2 Agriculture Resources .......................................... 35 5.3 Air Quality . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36 5.4 Biological Resources. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 5.5 Cultural Resources. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42 5.6 Geology and Soils. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43 5.7 Hazards and Hazardous Materials ................................47 5.8 Hydrology and Water Quality. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .50 5.9 Land Use and Planning ......................................... 53 5.10 Mineral Resources .............................................54 5.11 Noise........................................................ 55 5.12 Population and Housing ........................................57 5.13 Public Services ................................................ 58 September 2002 3202-01 City of Chula Vista eTelegraph Canyon Road Widening Project Table Of Contents Section Page No. 5.15 5.16 5.17 5.18 T ransportation/T raffic ......................................... 59 Utilities and Service Systems .................................... 62 Mandatory Findings of Significance ............................... 63 City Thresholds ............................................... 65 6.0 REFERENCES. . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . , . , , . , . , , . . , . . .. 68 6.1 References and Bibliography . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . 68 6.2 Technical Studies. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 69 7,0 LIST OF PREPARERS .............................................. 70 6.0 REFERENCES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 68 6.1 References and Bibliography . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 68 6.2 Technical Studies. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 69 7.0 LIST OF PREPARERS .............................................. 70 ATTACHMENT A Mitigation Monitoring and Reporting Program (MMRP) APPENDICES (under separate cover) Appendix A Appendix B Appendix C Dudek & Associates, Inc. Phase I Environmental Assessment Linscott, Law, and Greenspan Traffic Study Dudek & Associates, Ine. Noise Assessment Letter September 2002 City of Chula Vista eTelegraph Canyon Road IVidening Project 3202-01 ii Table Of Contents LIST OF FIGURES Figure 1 Figure 2 Figure 3a Figure 3b Figure 4 Figure 5a Figure 5b Figure 6a Figure 6b Figure 6c Figure 6d Figure 6e Regional Map .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Vicinity Map .................................................. 6 Proposed Roadway Improvements ................................. 8 Proposed Roadway Improvements ................................. 9 Concrete Channel Modifications ................................. 10 Photographs of Project Site ...................................... 11 Photographs of Project Site ...................................... 12 Landscape Concept Plans. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Landscape Concept Plans. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 Landscape Concept Plans. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 Landscape Concept Plans. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 Landscape Concept Plans. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 September 2002 City of Chula Vista eTelegraph Canyon Road Widening Project 3202-01 iii srCTION 1.0 INTRODUCTION -- - -- - -- - - -- - - - - - 1.1 PROJECT NEED AND OBJECTIVES The City of Chula Vista (City) operates and maintains circulation infrastructure within the jurisdictional boundaries of Chula Vista; an incorporated City located seven miles south of downtown San Diego. The City has identified increasing traffic volumes in the eastern portion of the City, while prevailing speeds are declining. In addition, the construction schedule for SR-125, a regional north/south freeway proposed east ofI-805, has been delayed resulting in increased traffic volumes along City surface streets. The Telegraph Canyon Road improvement project is one of six capacity enhancement projects being evaluated by the City. The purpose of the project is to increase the roadway capacity and decrease traffic congestion in accordance with the City's Growth Management Ordinance threshold standards for traffic congestion. 1.2 PROJECT DESCRIPTION SUMMARY The project would consist of widening the westbound side of Telegraph Canyon Road from three lanes (one right only, one shared through/right, and one through only) to four lanes (two right only and two through only). With the future widening of the northbound on- ramp by Caltrans, the northern through only lane would be converted to a shared through/right lane. The addition of the lane would occur on the north side of the road for approximately 1,200 feet (0.2 mile) from the I-80S northbound on-ramp to a point approximately 1,000 feet east of Halecrest Drive. The City of Chula Vista discretionary action is anticipated to be the City Council's consideration of a financing agreement with certain developers to construct the proposed improvements, construction of the proposed improvements, and the acquisition of private properties (gas station properties) as determined to be necessary to accommodate the expansion of the roadway right-of-way. Discretionary permits anticipated are identified in Section 1.4. September 2002 City of Chula ~sta eTelegraph Canyon Road ~dening Project 3202-01 , 1.0 Introduction 1.3 CALIFORNIA ENVIRONMENTAL AUTHORITY TO PREPARE A DECLARATION QUALITY ACT (CEQA) MITIGATED NEGATIVE The City is the lead agency pursuant to CEOA, and is responsible for approving the construction of the Telegraph Canyon Road Widening Project. The City has determined that a Mitigated Negative Declaration (MND) is the appropriate environmental document to be prepared in compliance with CEOA. This finding is based on the Initial Study/ Environmentallmpact Discussion (Sections 4 and 5 of this document), prepared for this project. As provided for by CEOA §21064.5, an MND may be prepared for a project subject to CEOA when the project will not result in significant environmental impacts that cannot be mitigated. This draft MND has been prepared by the City as the lead agency and in conformance with §15070, subsection (a), of the State CEOA Guidelines. The purpose of the MND and the Initial Study/Environmental Impact Discussion is to determine the potential significant impacts associated with the proposed Telegraph Canyon Road Widening Project and incorporate mitigation measures into the project design as necessary to reduce or eliminate the significant or potentially significant effects of the project. 1.4 OTHER AGENCIES THAT MAY USE THE MITIGATED NEGATIVE DECLARATION AND PRELIMINARY ENVIRONMENTAL REVIEW This MND is intended to be used by responsible and trustee agencies that may have review authority over the project. An encroachment permit will be required by Caltrans to allow encroachment into the 1-805 right-of-way during construction. Modifications to the existing trapezoidal concrete channel structure are proposed. The preliminary design includes modifications on the south side wall of the channeL Based on these potential requirements, and based on the analysis in Section 4, Environmental Checklist and Section 5, Discussion of Environmental Impacts of this document, permits may be required from the Regional Water Quality Control Board (RWQCB), California Department of Fish and Game (CDFG) and the U.S. Army Corps of Engineers (ACOE). September 2002 City of Chula Vista .Telegraph Canyon Road Widening Project 3202-01 2 1 .0 Introduction 1.5 PUBLIC REVIEW PROCESS In accordance with CEOA, a good faith effort has been made during the preparation of this MND to contact affected agencies, organizations and persons who may have an interest in this proj ecL In reviewing the MND and Initial Study/Environmental Impact Discussion, affected public agencies and the interested public should focus on the sufficiency of the document in identifying and analyzing the possible impacts on the environment and ways in which the significant effects of the project are proposed to be avoided or mitigated. Comments may be made on the MND in writing before the end of the comment period. A 30-day review and comment period from July 1 to July 31, 2002 has been established, in accordance with §15105(b) of the State CEOA Guidelines. Following the close of the public comment period, the City will consider this MND and comments thereto in determining whether to approve the proposed project. Written comments on the MND should be sent to the following address by 5:00 PM, July 31, 2002: City of Chula Vista Planning and Building Department 276 Fourth Avenue Chula Vista, CA 91910 Attention: Paul Hellman Environmental Projects Manager September 2002 City of Chula Vista .Telegraph Canyon Road Widening Project 3202-01 3 srCTION 2.0 PI!OJrCT DrSCl!lPTION --- -- - - - - - ---- -- - - - -- -- 2.1 PROJECT LOCATION The project is located in the incorporated City of Chula Vista (City) approximately 7 miles south of San Diego. Within the City, the Telegraph Canyon Road Widening Project is located in the Sweetwater Community Plan Area (see Figures 1 and 2). The proposed road widening would occur on the north side of the road for approximately 1,200 feet (0.2 mile) from the 1-805 northbound on-ramp to a point approximately 1,000 feet east of Halecrest Drive. 2.2 ENVIRONMENTAL SETTING The City of Chula Vista is comprised of three characteristic areas generally progressing east from the shore of San Diego Bay to the mountains. The coastal area extends from the bayfront to approximately 1-805 and is a low flat plain not broken by canyons and streams. The second is the low rolling hills east of 1-805 and extending generally to the area of the Otay Lakes. In this area of higher elevation water courses have cut through the mesa and created rolling hills and smaller mesas. In the region more than a dozen of these streams and rivers provide a strong geographic definition to communities. Two of these rivers, the Sweetwater and the Otay, generally form the northerly and southerly boundaries of the City. The third area is the mountain foothills. Most of the these areas, as well as the mountains themselves, are located east of the general plan area of the City. Mother Miguel Mountain is in the northeast portion of the City, the smaller San Miguel Mountain is located immediately east of Mother Miguel. Rock Mountain is just north of the Otay River and, though much smaller than Mother Miguel, is unique in that it exists separated by several miles from the foothills of the San Ysidro Mountains to the east. The proposed project is located within the low rolling hills east ofI-805 and along Telegraph Canyon Creek in Chula Vista. Telegraph Canyon Creek runs adjacent to Telegraph Canyon Road, and is one of the many small streams in the City that carries intermittent drainage from natural watersheds and developed areas to the sea. Telegraph Canyon Creek drains to San Diego Bay. Portions of the creek channel have been lined through developed areas. There is a potential for substantially increased flows in this channel due to new development in the eastern areas of the City. Adjacent to the proposed project, Telegraph Canyon Creek is a trapezoidal concrete channel structure located on the north side of Telegraph Canyon Road. September 2002 City of Chura Vista eTelegraph Canyon Road Widening Project 3202-01 4 Orange County I Riverside County Fallbrook Camp Pendleton ,~ ., Valley Center ~ j7 o - \':; -<' Escondida - o o o ~ .". -z. ~ '" - 8 Miles Ii? -- ,< '.).;;,-..Úr: "ij' Ai" JI cJjJ -¡ Alpine r;~~ Mexico Telegraph Canyon Road Widening Regional Map I AG~RE I I '. CJ, t::~;-,/~ ~/U(j~:¡f~rJ~·L'~xt· rl~tj~?~:'~' '·~..·,,{-:;?Ž~i\?;')··'C~~~/, . .,.- ·<·ex ii"''','' (:,<'/'-c<; r-c~ . ..."..,., ",' .'" ,...,e. j. ...... !.-:-:-~."Ú·&; ~¿B ;", ,;.,:~" .::' .' , \.~',;- i"·' "'~~""¿'tø~i;~:;"~ ~< ,; ',. i'Cer .~¡,;.-""--' ,,2',::".,:":\.!;:,;,,~.. .!~ f>\'~:}X\'''~?~j 0f~:T,::?ii¿·~(U~A ·.'(.i' -- -,p.',~. v ·.'~:·j;~.-21 i.~j·i:':-;L%/I"",}¿; .II f:'1 t~}: I~\\)(¡':'''''' '~L ;,-::"\0{:~C;¿<-> [,:.,- ~c " ..' ~ \"<~;~ ' \ ~J. 'I '\Y .n'7:t~2z~.ThF;:\:'-F~~__"\\/c{Y r::t ,I{O~~~ _ ~ ¿ .;0. {J,;(' 'J"'~;~~~Þ'::{,;-S~'/¿0\~ _~;~ Ii' .,'" ,..,' 0.~ ~ fi ,V'\\ \. ?~ ,. ~;,~"" \J V)/ :-:---......". /1":", ....; ~" <!..': ~~ ..,Â:...:;:« ~. :&;.i':j'-- ,-. . ~, ". I. _ '. 1'\\1, .~.,~ '.' ,0 ,(0 ~ ~...)~ ,'~ ~ : 'Jlf \ -~,' '\ ~ . ' ~ .? "'!T. ?O" ~'.,. . ,}/'t :'\:iiJ<;',;,''r, [\!;' --- ,: ~:'. :;\ (1;." \. .~, ,_ í7 0 ~\ ~; < _ !"~'j.>'\~ ."! '~I~~~," /'r<......., '. .' " J:...", ~ "-' "!':" '. \~ ~WT\) 1 "'''''"'..,:; \.'''~ . ,..,~ I). ~ ~I./~' /\ ~'>.,.,-' < \"; .r .. ~ ,.,-, ;' i.,' ~ ...,.' ," ,,~', I' "'Ii''' ""i... ' .' '. _-r~'\ ~, \ ~" l' ' .... " ", _~ik'~" , \\:~','~~ ~~. F ~~. . WJ i \.i~ i' "-?O'!' \~; , '! , /[1 '~ i",-\ .1. -- .~'j\/',ì'-< . . ~ð " ~ ". ' [-i,V. ¿' ~~'.- '<.\~ ~\>- " ~h: '\' . :"c" C,'\ li;;:?t~1: :' .~oI¡, "í ~ ;ø-i.í5~!~: ~,' ~,;'..,. J .-Z,/{~!::~\v\) .... . .'. C:' "\ VI" ,)1~.. ," ~/_!" .,~ ,,":-'<):" ',' '\'\ '1 . ,;e '.', ^ ,,,' . I[ u, I,f ' . \\ " \~ ," ~". -~-'R. k ,~r,,",\ ~' ' 'þ{ {/, /y. ,\ ',' ',",,_;J\' / .'", ':'" I,', ' 'v \ " í ,í!i\ , ~' ,,~ ,- -, ""- '1J]... . V·· ,...c."\/-', _¡¡,-- WI," ,I ,/ ,c-;:, '" ,"~" --...'- .-r-, n'" Ir', ."'<17' I. ..,.-:0: I i"'-^:', ~ , ,I ., ~ ' >f'f.ÞflØl -Fl, . . /../ 1\ . ~..~. '.' k [' -," I <0,.... 'cl' --,\, " . '} ¡,. -ot' .... ( Ó+ \., '{b ,., '~""' .,~ ;(!¡}~( j" .... . I~ ,.-< t L^, < þ~ "Aif¡' _~d-J\ \?~\ - !,,:( ~, '! ," - / , '1'; ,} .í:;'ilf, u. ?J:: " (~ \ I', i.. , ,.. --, +----:--'-;'u'.-;¡tìt-- b~:I!' , -~.~' iJ ." \1 'hi -"-';" ;'" "'...~ iI, ~ .. :1;-a, JJ- /' '''', :=) ,.--,.-" ,'j \/ _ WI- , ~, "- t ,', t {.,; ! " '/1.' ;...\...~ ~r j '-' ~ ,,-,;:.: :" ~' C< ~_~r " I L: ;~~~, ~~<~~,,··~··\:t·'f ~\i~:J . ~ I rr\ i. I' · "' II ¡ ,..1ti - .............." L::-¡'"> ' ,-, . .., U!" " , ."!,,,::.,.- \> '-. J, ", '....... '.. ~ ... -L",~ :...!L._~.:"",..<;;.."...¡..} ",..l-,-,,- . . ·9,L¿>Ýo-"ALCEY:... ...i:~ ' '::., . ., .,' . Ii: .; ".~"7 ~ .;;.,-#;;::- .,t7 . . r r ,i - '<' :- .- - .~ t':,'- I . :"~.., /~F;-·--,;,~_:.,"'--~l .. \ ::: . ., ~"......A BASE MAP SOURCE: USGS 7.5 Minute Series, NATIONAL CITY Ouadrangle 1" -2000' ~ ': \.' :~ J S¿hr .\, \ \,(f ~~ a' ,Not (\ ,\\ ~ /UV3, ;.-,.,í.~'-' r-:" .. ~. r \ \ "-'. . J) Jr\ \\ « W· ,¡ Telegraph G.nyon Road Widening I FlG~nE I Vicinity Map 2.0 Project Description The proposed project site is approximately 1,200 feet of public right-of-way, portions of a drainage/street easement, and a small area within two commercial establishments (gas stations). The project site is surrounded with commercial and residential use. 2.3 PROJECT CHARACTERISTICS 2.3.1 Project Components The project consists of construction of an additional westbound lane to Telegraph Canyon Road from the 1-805 northbound on-ramp to a point approximately 1,000 feet east of Halecrest Drive (see Figures 3a-3b). The geometry of the improvement would change from three lanes (one right only, one shared through/right, and one through only) to four lanes (two right only and two through only). With the future widening of the northbound on- ramp by Caltrans, the northern through only lane would be converted to a shared through/right lane. The width ofT elegraph Canyon Road right-of-way along this area would be increased by up to approximately 10 feet. The proposed roadway improvements will require the acquisition of additional right-of-way from the two gas stations within the project area as determined to be necessary for the widening of Halecrest Drive to accommodate a second right turn only lane onto westbound Telegraph Canyon Road and would also involve modifications to the concrete drainage channel known as Telegraph Canyon Creek (see Figure 4). This major arterial roadway services a great number of new and old residences within eastern Chula Vista as well as a variety of other land uses. The theme for Telegraph Canyon Road has been established long ago and has since been modified by the development further to the east (see Figures 5a and 5b). This particular section of the roadway proposed to be widened is the older section of roadway and associ,ated landscaping. The visual enhancements would be consistent with the theme established further to the east (see Figures 6a through 6e). The proposed landscape concept plan for the project is as follows: September 2002 City of Chula Vista _Telegraph Canyon Road I'ndening Project 3202-01 7 ." ... CI "C CI o CD C. =--1 CI '" ~ CD c.~ ::E .§ ~ ::r -< C"'J D> ::::I -< o ::::I :D o D> 0.. 3 "C ... CI < CD 3 ~ CD '" = ::::I - 5" o <c [ÐJ~ »55 m o ~ '" (/) C""J 0 f':1 ~ (!j '" ~ S' m ." ª œ S' ro '" ~ !!¡ 3' = C""J o 3 "C '" o -< ~~~ ~~~ /' --.-'"' ---- .--/-- --_/ /..--- ~~~~~[~~~~~ ~ ~~~ ....----- .-- ~ ~~ ~ ~ /-- --------..-..- -.J '" Matchline ' See Figure 38 ~' ~~/ -~- ~ ~ ~ ~ ~ ~ - ~ ~ - 0 '-' (/) '" C""J 0 r;> 0 (!j '" ¡¡- ñ' 5' ,.. m ." 0 œ '9, œ 0 ~ '" -.J !!¡ '" 3' = C""J 0 3 "C '" 0 -< . N N ~ .. ." ... CI "C CI en CD c. = --I r: CI '" 2; CD ~ <C "< C. .... 0 ::E D> 2; "C ::r ~ C"'J ;:c¡ -< D> t:;I - ::::I 3 -< 0 "C ::::I ... :D CI 0 < D> CD 0.. ::E N 3 xN ~ CD is.: m ~ '" , = ::::I ~ - S' en <C [jJ OJ§¡ m ----- VE aJn6!~ aas . aU!143 ew .... .. .... .. ..= .. c :s.~ i:! c e:.~ :a ~.c ~ ._ Co .i ~ .r¡~ .. .... ¡¡, Ñ '" uJ ¡¡, ..f - ¡¡, ...: ¡¡, añ ........ in ~z -<[ "'.... - - - - - - Ñ - z <[ ¡:..- EJ :0: ãõ.... c .. c .- «1:= .c .... u" "':¡¡ .: CP 1;;"" .- .. .:¡.... I I I ~ \ \ l . aD' I I I I I I I I .... 'ãi: c .. c E ..;&! u.. "'.... .: CI ~~ ...- .He¡ ;;: .... .! E .- .. ....;: .. .. :¡¡"" ....- .. .. .. c .. c Co" ...c .tu ;:= .. .. ..;;: ....- .. .. .. c .. c Co.. ...c .tu o Of) o ~ ID ID "- .~ ~ o u fj) I~ ~ I >- c .. Co E .. u '" c "fii .. c '6> .¡¡ ~ u ä: o.Ü u a:: => '" "" ~ en ï: C Q:) Q -0 .- ;¡¡: ~ "C Co-' ca~ o ._ a: "C Q :æ: c: o >- c: '" t...:) .c: CI.. '" ~ en ~ Q) I- - Q) C C CI:I .c to) Q) ... Q) ... Co-' C Q to) View looking west from the sidewalk along the north side of Telegraph Canyon Road and the adjacent concrete drainage channel, approximately 350 feet west of Crest Drive. Photo Date: April 3, 2002 ,- View looking west from the sidewalk along the north side of Telegraph Canyon Road, approximately 625 feet east of Halecrest Drive. Photo Date: April 3, 2002 Telegraph Canyon Road Widening I "GU", I Photographs of Project Site 5A ,- View looking west from the sidewalk along the north side of Telegraph Canyon Road, approximately 162 feet east of Halecrest Drive. Notice the two service stations located along this westbound lane. Photo Date: April 3, 2002 ~ View looking northwest from the sidewalk on the south side of Telegraph Canyon Road approximately 1,000 feet east of Halecrest Drive. Notice the mature eucalyptus trees along the north side of Telegraph Canyon Road. Photo Date: April 3, 2002 . Telegraph Canyon Road Widening I "GU", I Photographs of Project Site 5 B 1 j ~ I ~ ~ ~ ;1 ..@. t ~ . f jll ~~ ~ l =--@ !9 1] -~ ú'Hj'i -- ""1::> -_ .:ì ~.L ; B ¿- ~ ===-- . - ~)- - - ~ ~ [[!]~ aJ ~ £1(0 Z LL ~c .- ca c: _ ~a.. ;¡:- "1:1 =- co CI) o c.:I 0: C c: CI oc.,:) >- c: CI) ~ =- = ca c,c.:I co en ~-= g>c ã) ca ~ .... i!1 ill' ~ :a f\\ë:tC.I 1 ~ 2\al..Na, ØNldc:Jo1IE; -;J 3 -..ëi: 1Ð l"~ !Î J ~f¡¡~~U ð5 CI CD ~ ¡¡: g'C .- ca c::_ ~a.. ;¡:- Co -C Q) '" c.:I ~ C c:: Q 0(,) >- c:: II) '" Co c..J ca .J:: c.:I C-cn ~"CI ~ C Ci) ca I- .... -3 ~~ h Q "S 1 -r--;;------ " --, j:i-ti ð I L\ t" a.jfz .~. ~J>- i -~]1 ~ ~~ tr~!\ " - - - - :-~- - - - - - - - - if j 1 ~ ~ ~~ ~ ~ . ~ L ~ ·ß ~~ j, ~ .].~ ..!..~ ~~ n -::r i ~ z-tr 0;Z it 1 '0..,3 r ~ a ~ - :z. ::::::> y ~f¡¡~~O ~ S! co co u.. z ê'= .- ca c: _ Q)CL. "C ~'S. "C Q) '" Co) o = a:: CI ãc.,) ~Q) '" c. u ca .J:: Co) c..cn ~-= == ..æ ca ~..... . ~ . ~ lD~ ~ ~ ~~ ~-æ:>a'~ a ~ --- -- l " ~f ,,~~ ~~~1· ijU~! ~ 11 ~ ,I}ì ~ ~ ~ ~u ~t , ~H~ trì\ ~ ~~ w '¥J ~ S! CD z u. g> c "2 CI:I Q)- -cCl. 3:'" -c CI. '" Q) c ~ ex:: c c: CI cc.:l >- c: CI:I ~ CI. oJ:: CI:I c.c.:I '" en ...."C ¡¡rc ã) CI:I 1-..... 2.0 Project Description Trees · In order to maintain a consistent species of street tree along the segment of Telegraph Canyon Road between Halecrest Drive and Crest Drive, the eucalyptus street trees to be removed to accommodate the project are proposed to be replaced with semi-mature specimen eucalyptus trees. If applicable, an alternative street tree species may be selected which reflects the palette of trees used elsewhere along the segment of Telegraph Canyon Road between Halecrest Drive and Crest Drive. If an alternative species is selected, it will not include monocot species, such as palm trees. Shrubs · Small to medium height shrubs with flower color to match existing landscape palettes of the median islands within Telegraph Canyon Road. Groundcovers · Low groundcover as an understory to the shrubs and trees to match existing landscape palettes of the median islands within Telegraph Canyon Road. These groundcovers should be evergreen, could be flowering or not and meet the space requirements without undue maintenance to keep in check. 2.3.2 Project Construction Construction of the proposed project will be subject to the design, engineering, and construction standards of the City. The exact details for construction of the proposed project have not yet been determined. A traffic control plan would be required with the improvement' plans which would maintain access in and around the project area. Construction will not be permitted from 10:00 p.m. to 7:00 a.m. Monday through Friday and 10:00 p.m. to 8:00 a.m. on Saturdays and Sundays in accordance with the City's Municipal Code (Section 17.24.050 paragraphJ). When possible, construction would take place during off-peak hours to minimize traffic impacts. September 2002 City of Chula Vista eTelegraph Canyon Road Widening Project 3202-01 18 SI:CTION 3.0 ~ITI(ìJ\ TION NI:CrSSJ\I!Y TO J\ VOID SI<ìNlfICÁNT I~PÁCTS With the application of project mitigation measures and standard project conditions, the project will not have a significant adverse effect on the environment based on the Initial Study/Environmental Checklist and the Environmental Evaluation Discussion. No potentially significant effects that cannot be mitigated to a less than significant level by the measures identified below have been identified. In addition, standard project conditions have been incorporated into the project to ensure that these effects remain at less than significant levels. A Mitigated Negative Declaration is therefore proposed to satisfy the requirements of CEOA (PRC 21000 et. seq. 14 Cal Code Regs 15000 et. seq.). MITIGATION MEASURES The following mitigation measures are required to reduce significant impacts to less than significant levels. Air Quality: · Dust-reducing measures shall include regular watering of graded surfaces and restriction of all construction vehicles and equipment to travel along established and regularly watered roadways at specified speeds. · During construction stockpiled materials that can potentially become airborne shall be covered or periodically watered. · During construction, dirt and debris shall be washed down or swept up as soon as practicable to reduce the res us pension of particulate matter caused by vehicle movement over such materiaL Approach routes to the construction area shall be cleaned daily of construction-related dirt and debris. · In accordance with California Vehicle Code Section 23114, vehicles transporting loads of aggregate materials must cover/tarp the material, or if not covered, the material must be no nearer than six inches from the upper edge of the container area where the material contacts the sides, front, and back of the cargo container area, and the load shall not extend, at its peak, above any part of the upper edge of the cargo container area. September 2002 City of Chula Vista eTelegraph Canyon Road Widening Project 3202-01 19 3.0 Ir1itigation Necessary to 4void Significant Impacts · Construction equipment shall be maintained in proper working order and shall be periodically tuned in order to minimize air pollutant emissions; use of low pollutant- emitting construction equipment, including electrical-powered equipment, shall be used as practicaL · Soil disturbance and travel on unpaved surfaces shall be suspended when wind speeds exceed 25 miles per hour. Biological Resources: · Prior to the removal or alteration of any mature trees or the commencement of construction activities during the raptor nesting season, identified as December 1 through July 31 in the Draft Chula Vista MSCP Subarea Plan, a qualified biological shall conduct a pre-construction survey of such trees as well as those within the construction impact area established by the biologist. In the event that a nest(s) is found during the survey, appropriate construction setbacks deemed appropriate by a qualified biologist to protect young birds until they are no longer dependent upon the nest shall be established. No restrictions with respect to tree removal or construction setbacks shall apply outside the rapt or nesting season. · Prior to the approval of any improvement plans or the issuance of any grading permit, the Environmental Review Coordinator shall ensure that the plans and specifications include a note regarding the survey requirements and construction restrictions outlined in the above measure during the raptor nesting season. Hazards and Hazardous Materials: · Since soil will be disturbed on the Arco and Union 76 Service Station sites, the city of Chula Vista shall develop a work plan for the Telegraph Canyon Road widening project. The work plan shall be developed prior to City approval of the final improvement plans for the project to the satisfaction of the Environmental Review Coordinator. The work plan shall require the screening and disposal of contaminated soil if encountered during the project. In addition, a site Health and Safety Plan shall be prepared to address health and safety issues associated with the project. Compliance with the work plan and Health and Safety Plan will result in potential hazards being reduced to less than significant levels. September 2002 3202-01 20 City of Chula Vista eTelegraph Ganyon Road Widening Project S[CTION 4.0 [NVII!ON~I:NT AL CNI:CKLlST ---- --- - -- -- --- -- -- 1. Project title: Telegraph Canyon Road Widening 2. Lead agency name and address: City of Chula Vista 276 Fourth Avenue Chula Vista, CA 91910 3. Contact person and phone number: Paul Hellman, (619) 585-5680 4. Project location: Telegraph Canyon Road from 1-805 northbound on-ramp to 1.000 feet east of Halecrest Drive, Chula Vista 5. Project sponsor's name and address: City of Chula Vista 6. General plan designation: Commercial Professional and Administrative/Public Road Right-of-Way (6-lane prime arterial) 7, Zoning: cc. Commercial Central/Public Road Right-of-Way 8. Description of project: The project consists of widening Telegraph Canyon Road for approximately 1.200 feet 10.2 mile) from the 1-805 northbound on-ramp to a point approximately 1,000 feet east of Halecrest Drive to provide an additional westbound lane (from three to four westbound lanes). The project will also require reconstruction of the southern wall of the existing trapezoidal concrete channel adjacent to Telegraph Canyon Road. 9. Surrounding land uses and setting: The project is located in the Sweetwater Community Area of the City of Chula Vista. Surrounding land uses include commercial retail such as service stations, a retail shopping center. and professional and administrative uses immediately adjacent to the project site. Medium-high and low-medium residential uses and schools are located in the project vicinity. The entire project site is urbanized with no undeveloped areas. The 1-805 transportation corridor forms the western boundaty for the project. September 2002 City of Chula Vista eTelegraph Canyon Road Widening Project 3202-01 21 .,.....' 4.0 [nvironmental Checklis 10. Other public agencies whose approval rr.QY be required (e.g., permits, financing approval, or participation agreement.) California Department of Fish and Game: Section 1601 Streambed Alteration Agreement U.S. Army Corps of Engineers: Nationwide Permit Regional Water Quality Control Board: Section 401 Water Quality Certification Caltrans Encroachment Permit AGREEMENT TO IMPLEMENT MITIGATION MEASURES: By signing below, the Applicant stipulates that he/she has read and understands, and has his/her company's authority to agree to, the mitigation measures contained herein, and will implement same to the satisfaction of the Environmental Review Coordinator. Failure to sign below prior to posting of this Mitigated Negative Declaration with the County Clerk shall indicate the Applicant's desire that the Project be held in abeyance without approval and that the Applicant shall apply for an Environmental Impact Report. Chtf-4Jd 6KJ?2 6l9P12 - CJ-t7 b)tÇy)~~'4 Printed Name and Title of Applicant ~)2'Õ/ZZ. , / Date ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED: The environmental factors checked below would be potentially affected by this project, involving at least one impact that is a "Potentially Significant Impact" as indicated by the checklist on the following pages. 3202·01 City of Chula Vista eTelegraph Canyon Road Widening Project 22 4.0 [nvironmental Checklis o Aesthetics 0 Agricultural Resources 181 Biological Resources 0 Cultural Resources 181 Hazards & Hazardous 0 Hydrology/ Water Quality Materials 0 Noise o Mineral Resources 0 Recreation o Public Services 0 Utilities/ Service Systems o Mandatory Findings of Significance DETERMINATION: On the basis of this initial evaluation: I8IAir Quality OGeology/ Soils OLand Use/Planning DPopulation! Housing oT ransportation/ Traffic o City Thresholds D I find that the proposed project COULD NOT have a significant effect on the environment, and a MITIGATED NEGATIVE DECLARATION will be prepared. 1:81 I find that although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because revisions in the project have been made by or agreed to by the project proponent. A MITIGATED NEGATIVE DECLARATION will be prepared. D I find that the proposed project MAY have a significant effect on the environment, and an ENVIRONMENTAl IMPACT REPORT is required. D I find that the proposed project MAY have a "potentially significant impact" or "potentially significant unless mitigated" impact on the environment, but at least one effect 1) has been adequately analyzed in an earlier document pursuant to applicable legal standards, and 2) has been addressed by mitigation measures based on the earlier analysis as described on attached sheets. An ENVIRONMENTAl IMPACT REPORT is required, but it must analyze only the effects that remain to be addressed. D I find that although the proposed project could have a significant effect on the environment, because all potentially significant effects (a) have been analyzed adequately in an earlier EIR or NEGATIVE DECLARATION pursuant to applicable September 2002 City of Chula ,,"sta eTelegraph Canyon Road Widening Project 3202-01 23 4.0 fnvironmental Check lis standards, and (b) have been avoided or mitigated pursuant to that earlier EIR or NEGATIVE DECLARATION, including revisions or mitigation measures that are imposed upon the proposed project, nothing further is required. ¿?/Ml ~bo/ðeJ... Date MatiI Ponseggi Environmental Review Coordinator EVALUATION OF ENVIRONMENTAL IMPACTS: 1) A brief explanation is required for all answers except "No Impact" answers that are adequately supported by the information sources a lead agency cites in the parentheses following each question. A "No Impact" answer is adequately supported if the referenced information sources show that the impact simply does not apply to projects like the one involved (e.g., the project falls outside a fault rupture zone). A "No Impact" answer should be explained where it is based on project-specific factors as well as general standards (e.g., the project will not expose sensitive receptors to pollutants, based on a project-specific screening analysis). 2) All answers must take account of the whole action involved, including off-site as well as on-site, cumulative as well as project-level, indirect as well as direct, and construction as well as operational impacts. 3) Once the le.ad agency has determined that a particular physical impact may occur, then the checklist answers must indicate whether the impact is potentially significant, less than significant with mitigation, or less than significant. "Potentially Significant Impact" is appropriate if there is substantial evidence that an effect may be significant. If there are one or more "Potentially Significant Impact" entries when the determination is made, an EIR is required. 4) "Mitigated Negative Declaration: Less Than Significant With Mitigation Incorporated" applies where the incorporation of mitigation measures has reduced an effect from "Potentially Significant Impact" to a "Less Than Significant Impact." The lead agency must describe the mitigation measures, and briefly explain how they reduce the effect City of Chura Vista eTelegraph Canyon Road Widening Project 3202-01 24 4.0 [nvironmental Cl1ecklis to a less than significant level (mitigation measures from Section XVII, "Earlier Analyses," may be cross-referenced). 5) Earlier analyses may be used where, pursuant to the tiering, program ErR, or other CEOA process, an effect has been adequately analyzed in an earlier EIR or negative declaration. Section 15063 (c) (3) (D). In this case, a brief discussion should identify the following: a) Earlier Analysis Used. Identify and state where they are available for review. b) Impacts Adequately Addressed. Identify which effects from the above checklist were within the scope of and adequately analyzed in an earlier document pursuant to applicable legal standards, and state whether such effects were addressed by mitigation measures based on the earlier analysis. c) Mitigation Measures. For effects that are "Less than Significant with Mitigation Measures Incorporated," describe the mitigation measures which were incorporated or refined from the earlier document and the extent to which they address site-specific conditions for the project. 6) Lead agencies are encouraged to incorporate into the checklist references to information sources for potential impacts (e.g., general plans, zoning ordinances). Reference to a previously prepared or outside document should, where appropriate, include a reference to the page or pages where the statement is substantiated. 7) Supporting Information Sources: A source list should be attached, and other sources used or individuals contacted should be cited in the discussion. 8) This is only a suggested form, and lead agencies are free to use different formats; however,lead agencies should normally address the questions from this checklist that are relevant to a project's environmental effects in whatever format is selected. 9) The explanation of each issue should identify: a) the significance criteria or threshold, if any, used to evaluate each question; and b) the mitigation measure identified, if any, to reduce the impact to less than significant. September 2002 City of Chula ~sta eTelegraph Canyon Road Widening Project 3202-01 25 4.0 [nvironmental Checklis ENVIRONMENTAL ISSUES Refer to Section 5 for a detailed discussion Less than of environmental impacts Significant Potentially Impact With Less Than Significant Mitigation Significant No Discussion of Environmental Impacts Impact Incorporated Impact Impact I. AESTHETICS - Would the project: ---------- - -,---~._- --.'._-_._- a) Have a substantial adverse effect on a scenic vista? 0 0 0 " b) Substantially damage scenic resources, including, but not limited to, 0 0 " 0 trees, rock outcroppings, and historic buildings within a state scenic highway? cl Substantially degrade the existing visual character or quality of the 0 0 " 0 site and its surroundings? d) Create a new source of substantial light or glare which would 0 0 0 " adversely affect day or nighttime views in the area? ---- .- II. AGRICULTURE RESOURCES - In determining whether impacts to agricultural resources are significant environmental effects, lead agencies may refer to the California Agricultural land Evaluation and Site Assessment Model (19971 prepared by the California Department of Conservation as an optional model to use in assessing impacts on agriculture and farmland. Would the project: -_. al Convert Prime Farmland, Unique Farmland, or Farmland of Statewide 0 0 0 " Importance (Farmlandl, as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to non·agricultural use? b) Conflict with existing zoning for agricultural use, or a Williamson Act 0 0 0 " contract? cl Would the project involve other changes in the existing environment 0 0 0 " which, due to their location or nature, could result in conversion of farmland to non·agricultural use? ,--- --,..----.,-----.- ----- - - --..--------------- - ------ ---------------- . ----- III. AIR DUALITY - Where available, the significance criteria established by the applicable air quality management or air pollution district may be relied upon to make the following determinations. Would the project: ..- _."--"---- a) Conflict with or obstruct implementation of the applicable air quality 0 " 0 0 plan? bl Violate any ai¡ quality standard or contribute substantially to an 0 " 0 0 existing or projected air quality violation? c) Result in a cumulatively considerable net increase of any criteria 0 0 " 0 pollutant for which the project region is non·attainment under an applicable federal or state ambient air quality standard (including releasing emissions which exceed quantitative thresholds for ozone precursors)? d) Expose sensitive receptors to substantial pollutant concentrations? 0 0 " 0 e) Create objectionable odors affecting a substantial number of people? 0 0 " 0 September 2002 3202-01 26 City of Chula Vista eTelegraph Canyon Road Widening Project 4.0 fnvironmental Checklis ENVIRONMENTAL ISSUES Refer to Section 5 for a detailed discussion Less than of environmental impacts Significant Potentially Impact With Less Than Significant Mitigation Significant No Discussion of Environmental Impacts Impact Incorporated Impact Impact IV. BIOLOGICAL RESOURCES - Would the project: a) Have a substantial adverse effect, either directly or through habitat 0 " 0 0 modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations, or by the California Department of Fish and Game or U.S. Fish and Wildlife Service? bl Have a substantial adverse effect on any riparian habitat or other 0 0 0 " sensitive natural community identified in local or regional plans, policies, regulations or by the California Department of Fish and Game or U.S. Fish and Wildlife Service? cl Have a substantial adverse effect on federally protected wetlands as 0 0 " 0 defined by Section 404 of the Clean Water Act (including, but not limited to, marsh, vernal pool, coastal, etc.1 through direct removal, filling, hydrological interruption, or other means? dl Interfere substantially with the movement of any native resident or 0 0 0 " migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites? el Conflict with any local policies or ordinance protecting biological 0 0 0 " resources, such as a tree preservation policy or ordinance? fl Conflict with the provisions of an adopted Habitat Conservation Plan, 0 0 0 " Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan? .- V. CULTURAL RESOURC,ES - Would the project: . --.-- a) Cause a substantial adverse change in the significance of a historical 0 0 0 " resource as defined in § 15064.5? bl Cause a substantial adverse change in the significance of an 0 0 0 " archaeological resource pursuant to §15064.5? cl Directly or indirectly destroy a unique paleontological resource or site 0 0 0 " or unique geologic feature? d) Disturb any human remains, including those interred outside of formal 0 0 0 " cemeteries? September 2002 City of Chula Vista eTelegraph Canyon Road Widening Project 3202-01 27 4.0 [nvironmental Checklis ENVIRONMENTAL ISSUES Refer to Section 5 for a detailed discussion Less than of environmental impacts Significant Petentially Impact With Less Than Significant Mitigation Significant No Discussion of Environmental Impacts Impact Incerporated Impact Impact VI. GEOLOGY AND SOILS - Would the project: -- al Expose people or structures to potential substantial adverse effects, including the risk of loss, injury or death involving: i) Rupture of a known earthquake fault, as delineated on the most 0 0 0 " recent Alquist·Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other substantial evidence of a known fault? Refer to Division of Mines and Geology Special Publication 42, ii) Strong seismic ground shaking? 0 0 0 " iii) Seismic·related ground failure, including liquefaction? 0 0 0 " iv) Landslides? 0 0 0 " bl Result in substantial soil erosion or the loss of topsoil? 0 0 " 0 c) Be located on a geologic unit Dr soil that is unstable, or that would 0 0 0 " become unstable as a result of the project, and potentially result in on· or offsite landslide, lateral spreading, subsidence, liquefaction Dr collapse? d) Be located on expansive soil. as defined in Table 18·1·B of the 0 0 " 0 Uniform Building Code (19941, creating substantial risks to life Dr property? e) Have soils incapable of adequately supporting the use of septic 0 0 0 " tanks or alternative wastewater disposal systems where sewers --- are not available for the disposal of wastewater? ---- ...----- VII. HAZARDS AND HAZARDOUS MATERIALS - Would the project: --- al Create a significant hazard to the public or the environment through 0 0 0 " the routiné transport, use, or disposal of hazardous materials? b) Create a significant hazard to the public or the environment through 0 0 0 " reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment? cl Emit hazardous emissions or handle hazardous or acutely hazardous 0 0 0 " materials, substances, or waste within one-quarter mile of an existing Dr proposed school? d) Be located on a site which is included on a list of hazardous 0 " 0 0 materials sites compiled pursuant to Government Code Section 65962.5 and, as a result, would it create a significant hazard to the public Dr the environment? September 2002 3202-01 City of Chula Vista eTelegraph Canyon Road Widening Project 28 4.0 [nvironmental Checklis ENVIRONMENTAL ISSUES Refer to Section 5 for 8 detailed discussion of environmental impacts Discussion of Environmental Impacts el For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project result in a safety hazard for people residing or working in the project area? f) For project within the vicinity of a private airstrip, would the project result in a safety hazard for people residing or working in the project area? gl Impair implementation of or physically interfere with an adopted emergency response plan or emergency evacuation plan? hI Expose people or structures to a significant risk of loss, injury or death involving wildland fires, including where wildlands are adjacent to urbanized areas or where residences are intermixed with wildlands? VIII. HYDROLOGY AND WATER DUALITY - Would the project: al Violate any water quality standards or waste discharge requirements? b) Substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that there wouid be a net deficit in aquifer volume or a lowering of the local groundwater table level (e.g., the production rate of pre·existing nearby wells would drop to a level which would not support existing land uses or planned uses for which permits have been grantedl? cl Substantially alter the existing drainage pattern of the site or area, including throug~ the alteration of the course of a stream or river, in a manner which would result in substantial erosion or siltation on· or ollSite? dl Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, or substantially increase the rate or amount of surface runoff in a manner which would result in flooding on· or offsite? el Create or contribute runoff water which would exceed the capacity of existing or planned stormwater drainage systems or provide substantial additional sources of polluted runoff? f) Otherwise substantially degrade water quality? September 2002 City of Chula Vista eTelegraph Canyon Road Widening Project Potentially Significant Impact o o o o o o o o o o Less than Significant Impact With Mitigation Incorporeted o o o o o o o o o o Less Than Significant Impact o o " o " o " " " " No Impact " " o " ..~ -- o " o o o o 3202-01 29 4.0 fnvironmental Checklis ENVIRONMENTAL ISSUES Refer to Section 5 for a detailed discussion Less than of environmental impacts Significant Potentially Impact With Less Than Significant Mitigation Significant No Discussion of Environmental Impacts Impact Incorporated Impact Impact g) Place housing within a 1 DD·year flood hazard area as mapped on a 0 0 0 " federal Flood Hazard Boundary or Flood Insurance Rate Map or other flood hazard delineation map? h) Place within a 1 00· year flood hazard area structures which would 0 0 0 " impede or redirect flood flows? il Expose people or structures to a significant risk of loss, injury or 0 0 0 " death involving flooding, including flooding as a result of the failure of a levee or dam? jl Inundation by seiche, tsunami, or mudflow? 0 0 0 " IX. LAND USE AND PLANNING - Would the project: ..~ a) Physically divide an established community? 0 0 0 " b) Conflict with any applicable land use plan, policy, or regulation of 0 0 0 " an agency with jurisdiction over the project (including, but not limited to the general plan, specific plan, local coastal program, or zoning ordinance) adopted for the purpose of avoiding or mitigating an environmental effect? cl Conflict with any applicable habitat conservation plan or natural 0 0 0 " community conservation plan? -,--, --.'"- X. MINERAL RESOURCES - Would the project: ----~-,- "" "'--~-----'-'-'--'- - " ~_u ---- ---- a) Result in the loss of availability of a known mineral resource that 0 0 0 " would be of value to the region and the residents of the state? b) Result in the loss of availability of a locally·important mineral 0 0 0 " resource recovery site delineated on a local general plan, specific plan or other land use plan? ~..._.._.-- .~~-_.,,-_..._.,- _n_'____ - XI. NOISE - Would the project result in: ----".,.-.--.----.-..---- - - . ------ ---."---- a) Exposure of persons to or generation of noise levels in excess of 0 0 " 0 standards established in the local general plan or noise ordinance, or applicable standards of other agencies? bl Exposure of persons to or generation of excessive groundborne 0 0 0 " vibration or groundborne noise levels? c) A substantial permanent increase in ambient noise levels in the 0 0 " 0 project vicinity above levels existing without the project? dl A substantial temporary or periodic increase in ambient noiselevels 0 0 " 0 in the project vicinity above levels existing witho'ut the project? September 2002 City of Chula Vista -Telegraph Canyon Road Widening Project 3202-01 30 4.0 fnvironmental Checklis ENVIRONMENTAL ISSUES Refer to Section 5 for e detailed discussion Less than of environmental impects Significant Potentially Impact With Less Than Significant Mitigation Significant No ~iscussion of Environmental Impacts Impact Incorporated Impact Impact el For a project located within an airport land use plan or, where such 0 0 0 " a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels? f} For a project within the vicinity of a private airstrip, would the 0 0 0 " project expose people residing or working in the project area to excessive noise levels? ---- - XII. POPULATION AND HOUSING - Would the project: al Induce substantial population growth in an area, either directly (for 0 0 0 " example, by proposing new homes and businessesl or indirectly (for example. through extension of roads or other infrastructure)? bl Displace substantial numbers of existing housing, necessitating the 0 0 0 " construction of replacement housing elsewhere? cl Displace substantial numbers of people, necessitating the 0 0 0 " construction of replacement housing elsewhere? "---.- XIII. PUBLIC SERVICES ~_. - - -..--- a) Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for any of the public services: il Fire protection? 0 0 0 " ii) Police protection? 0 0 0 " iii) Schools? 0 0 0 " iv) Parks? 0 0 0 " vi Other public facilities? 0 0 0 " ~.- XIV. RECREATION -- .-. -~_._- ."___n__ al Would the project increase the use of existing neighborhood and 0 0 0 " regional parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated? bl Does the project include recreational facilities or require the 0 0 0 " construction or expansion of recreational facilities which might have an adverse physical effect on the environment? September 2002 City of Chula Vista _Telegraph Canyon Road Widening Project 3202-01 31 4.0 fnvironmental Checklis ENVIRONMENTAL ISSUES Refer to Section 5 for a detailed discussion of environmental impacts Discussion of Environmental Impacts XV. TRANSPORTATION/TRAFFIC - Would the project: -_. a) Cause an increase in traffic which is substantial in relation to the existing traffic load and capacity of the street system li.e., result in a substantial increase in either the number of vehicle trips. the volume to capacity ratio on roads, or congestion at intersections)? b) Exceed, either individually or cumulatively, a level of service standard established by the County Congestion Management Agency for designated roads or highways? c) Result in a change in air traffic patterns, including either an increase in traffic levels or a change in location that results in substantial safety risks? d) Substantially increase hazards due to a design feature le.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)? e) Result in inadequate emergency access? f) Result in inadequate parking capacity? g) Conflict with adopted policies, plans, or programs supporting alternative transportation le.g., bus turnouts, bicycle racks)? . "'-. XVI. UTILITIES AND SERVICE SYSTEMS - Would the project: ---~ -"' -. .. ,---- al Exceed wastewater treatment requirements of the applicable Regional Water Guality Control Board? b) Require or result in the construction of new water or wastewater treatment facilities or expansion of existing facilities, the construction of which could cause significant environmental effects? c) Require or r~sult in the construction of new storm water drainage facilities or expansion of existing facilities, the construction of which could cause significant environmental effects? d) Have sufficient water supplies available to serve the project from existing entitlements and resources, or are new or expanded entitlements needed? e) Result in determination by the wastewater treatment provider which serves or may serve the project that it has adequate capacity to serve the project's projected demand in addition to the provider/s existing commitments? September 2002 Gity of Ghula Vista eTelegraph Ganyon Road Widening Project Potentially Significant Impact o o o o o o o ".-- o o o o o Less than Significant Impact With Mitigation Incorporated - -,- o o o o o o o o o o o o Less Than Significant Impact --------.-----..- " " o " " o o "------- - -- ---- o o " o o No Impact ____.__m_ o o " o o " " __.M -..- ... " " o " " 3202·01 32 4.0 fnvironmental Checklis ENVIRONMENTAL ISSUES Refer to Section 5 for a detailed discussion Less than of environmental Ímpacts Significant Pntentially Impact With Le.. Than Significant Mitigation Significaot No Oiscu..ioo of Environmental Impact. Impact Incorporated Impact Impact fl Be served by a landfill with sufficient permitted capacity to 0 0 0 " accommodate the project's solid waste disposal needs? g) Comply with federal, state, and local statutes and regulations 0 0 0 " related to solid waste? _'M.__.~._. XVII. MANDATORY FINDINGS OF SIGNIFICANCE -~-~ -"-'-"_- al Doe. the project have the potential to degrade the quality of the 0 0 " 0 environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self· sustaining levels, threaten to eliminate a plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory? b) Does the project have impacts that are individually limited, but 0 0 " 0 cumulatively considerable? I'Cumulatively considerable' means that the incremental effects of a project are considerable when viewed in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projectsl? cl Does the project have environmental effects which will cause 0 0 0 " substantial adverse effects on human beings, either directly or indirectly? XVIII. CITY THRESHOLDS - Will the proposal adversely impact the City'. Threshold Standards? al Fire/EMS 0 0 0 " b) Police 0 0 0 " cl Traffic 0 0 0 " dl Parks/Recr.ation 0 0 0 " e) Drainage 0 0 0 " f) Sewer 0 0 0 " gl Water 0 0 0 " September 2002 City of Chuia Vista _reiegraph Canyon Road Widening Project 3202-01 33 SfCTION 5.0 DISCUSSION Of [NVII!ON~fNT AL I~PACTS -- ------ --- --- - - - -- --- --- 5.1 AESTHETICS a) Would the project have a substantial adverse effect on a scenic vista? No Impact. The project site is located immediately east of 1-805 along a developed portion of Telegraph Canyon Road. The project would widen Telegraph Canyon Road for approximately 1,200 feet (0.2 mile), providing an additional westbound lane from the 1-805 northbound on-ramp to a point approximately 1,000 feet east of Halecrest Drive. As discussed in Section 2.2, Environmental Setting of this MND, the City of Chula Vista has scenic landforms and views consisting of coastal mesa and foothills. The proposed road widening project would not effect undeveloped scenic areas or topography as the road widening would occur within urbanized areas, and would not damage or block views of scenic vistas in Chula Vista. Therefore, no impact on a scenic vista would occur. b) Would the project substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings within a state scenic highway? Less than Significant Impact. The project would result in widening Telegraph Canyon Road, a designated scenic roadway in the Land Use Element of the Chula Vista General Plan. Implementation of the City's scenic routes specifies that all development proposed adjacent to scenic routes should be subject to design review to insure that the design of the development will enhance the scenic quality of the roadway. The project will result in the removal of low-lying shrubs, ground cover, and approximately 18 mature eucalyptus street trees in the parkway along the north side of Telegraph Canyon Road. The number of trees removed could possibly be expanded to accommodate re-Iandscaping of the entire shopping center frontage for purpose of maintaining uniformity of design in the landscape plans for both the street improvements and shopping center renovation. In order to maintain a consistent species of street tree along the segment ofT elegraph Canyon Road between Halecrest Drive and Crest Drive, the eucalyptus street trees to be removed to accommodate the project are proposed to be replaced with semi-mature specimen eucalyptus trees. If applicable, an alternative street tree species may be selected which reflects the palette of trees used elsewhere along the segment of Telegraph Canyon Road between Halecrest Drive and Crest Drive. The Landscape Concept Plan is depicted in Figures 6a through 6e as described on pages 7 and 18. September 2002 City of Chula Vista eTelegraph Canyon Road Widening Project 3202-01 34 5.0 Discussion Of fnvironmentallmpacts Short-term adverse aesthetic impacts would occur during project construction, however, upon completion of landscaping, it is anticipated that the long-term aesthetic appeal of the project area would be similar to the existing condition (see Figures 5a-5b). Therefore, implementation of the proposed project will not conflict with the City's scenic roadway designation of Telegraph Canyon Road. Further, the project would not impact rock outcroppings or historic buildings. Therefore a less than significant impact would occur. c) Would the project degrade the existing visual character or quality of the site and its surroundings? Less than Significant Impact. See response 4.1-b. Short term visual impacts include the presence of construction support vehicles during construction. Long term visual impacts include changes in Telegraph Canyon Road from three to four westbound lanes starting from the 1-805 northbound on-ramp to a point approximately 1,000 feet east of Halecrest Drive. d) Would the project create a new source of substantial light or glare which would adversely affect day or nighttime views in the area? No Impact. No portion of the project would involve a new source of lights. The roadway would require street lights, however the project would not result in any additional lights from those already in use on Telegraph Canyon Road. The adjacent drainage would not require any type of short-term or permanent lighting. Therefore, no impact to lighting would occur. 5.2 AGRICULTURE RESOURCES a) Would ·the project convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance (Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to non-agricultural use? No Impact. The State of California Department of Conservation, Division of Land Resource Protection "1998 Important Farmland Map" shows that the project would occur on lands designated as urban and built-up land. This land is defined as residential land with a density of at least six units per ten-acre parcel, as well as land used for industrial and commerdal purposes. This designation does not constitute September 2002 Gity of Ghula ~sta eTelegraph Ganyon Road Widening Project 3202-01 35 5.0 Discussion Of fnvironmental Impacts Prime Farmland, Unique Farmland or Farmland of Statewide Importance, therefore impacts to sensitive agricultural resources would not occur. b) Would the project conflict with existing zoning for agricultural use, or a Williamson Act contract? No Impact. As stated in response 4.2-a, no portion of the project is located within areas which are zoned for agricultural use; therefore, no impact would occur. c) Would the project involve other changes in the existing environment which, due to their location or nature, could result in conversion of Farmland to non-agricultural use? No Impact. As stated in responses 4.2-a and 4.2-b, the project is located in urbanized areas and no portion of the project is located within areas designated as containing significant or sensitive agricultural resources. Therefore, no impact would occur. 5.3 AIR QUALITY Where available, the significance criteria established by the applicable air quality management or air pollution district may be relied upon to make the following determinations. a) Would the project conflict with or obstruct implementation of the applicable air quality plan? Less than Significant Impact with Mitigation Incorporated. The project site is located in the San Diego Air Basin, which is a federal and state non-attainment area for ozone (Os), and a state non-attainment area for particulate matter less than or equal to 10 microns in diameter (PMIO)' The applicable Os attainment plan is the Regional Air Quality Strategy (RAQS), which is prepared and administered by the San Diego Air Pollution Control District (APCD). Federal guidelines relative to implementation of the 1990 Clean Air Act Amendments contain emission thresholds at levels that are presumed not to interfere with the attainment process for national clean air standards. September 2002 City of Chula ,"sta eTelegraph Canyon Road Widening Project 3202-01 36 5.0 Discussion Of [nvironmentallmpacts Although the San Diego APCD has not developed any guidelines for evaluating the significance of air quality impacts for proposed projects undergoing CEOA review, the APCD has established air pollutant emission limits that, when exceeded, indicate a source may have a significant cumulative impact on ambient air quality. As a result, a project would be considered to have a potential significant air quality impact if the emission levels from the proposed project were to exceed the growth assumptions incorporated into the RAOS for San Diego Air Basin. Normally, if a project is consistent with the City's General Plan or community plan, it can be considered consistent with the growth assumptions in the RAOS (Personal communications with Rob Reider, Supervising Air Resources Specialist, San Diego Air Pollution Control District, June 2001). The proposed project will serve to improve existing traffic conditions by allowing traffic to flow faster and more smoothly, and will reduce vehicle idling ( see Section 4.15 Transportation/Traffic). This will help improve existing air quality in the region. The traffic analysis showed that the Telegraph Canyon Road improvements will be a benefit at present and at buildout, as intersection delay will be less if the Telegraph Canyon Road improvements are implemented. The improvements in traffic conditions will result in improved air quality. Significant short-term air quality impacts would occur during construction. Construction emissions would come from heavy equipment exhaust, construction- related trips by workers, and associated fugitive dust generation from excavation and grading activities. Heavy construction equipment will be diesel-powered. The principal pollutants would be carbon dioxide (CO), volatile organic compounds, (VOC), oxides of nitrogen (NOx) and PM1O' VOC and NOx are the precursors of ozone (°3),' Project emissions associated with construction activities are not anticipated to exceed federal significance thresholds for PM10 or 03 due to the short-term nature and limited grading activities. The following mitigation measures would reduce short-term construction fugitive dust emissions and 03 to below a level of significance. September 2002 3202-01 37 City of Chula Vista _Telegraph Canyon Road Widening Project 5.0 Discussion Of fnvironmental Impacts PROJECT MITIGATION · Dust-reducing measures shall include regular watering of graded surfaces and restriction of all construction vehicles and equipment to travel along established and regularly watered roadways at specified speeds. · During construction stockpiled materials that can potentially become airborne shall be covered or periodically watered. · During construction, dirt and debris shall be washed down or swept up as soon as practicable to reduce the resuspension of particulate matter caused by vehicle movement over such material. Approach routes to the construction area shall be cleaned daily of construction-related dirt and debris. · In accordance with California Vehicle Code Section 23114, vehicles transporting loads of aggregate materials must cover/tarp the material, or if not covered, the material must be no nearer than six inches from the upper edge of the container area where the material contacts the sides, front, and back of the cargo container area, and the load shall not extend, at its peak, above any part of the upper edge of the cargo container area. · Construction equipment shall be maintained in proper working order and shall be periodically tuned in order to minimize air pollutant emissions; use of low pollutant-emitting construction equipment, including electrical-powered equipment, shall be used as practical. · Soil disturbance and travel on unpaved surfaces shall be suspended when wind speeds exceed 25 miles per hour. b) Would the project violate any air quality standard or contribute substantially to an existing or projected air quality violation? Less than Significant Impact with Mitigation Incorporated. The project would contribute emissions to the San Diego Air Basin which is currently in non-attainment for federal ozone standards as well as particulate matter less than 10 microns in size (PMlO)' The project is anticipated to cause short-term construction related emissions. The emissions include the release of carbon monoxide, reactive organic compounds [ROG], nitrogen oxides [NO.], sulfur dioxide [S02], and PMlO' September 2002 City of Chula Vista eTelegraph Canyon Road Widening Project 3202-01 38 5.0 Discussion Of fnvironmental Impacts However, due to the short time period necessary for construction of the facilities, construction-generated air pollution would be mitigated to below a level of significance with implementation of the above mitigation measures (Section 5.3-a). c) Would the project result in a cumulatively considerable net increase of any criteria pollutant for which the project region is in non-attainment under an applicable federal or state ambient air quality standard (including releasing emissions which exceed quantitative thresholds for ozone precursors)? Less than Significant Impact. Although minor, implementation of the project would result in short-term impacts to air quality associated with construction. Short- term cumulative effects to air quality due to construction activities would be minimized through dust abatement procedures and the proper maintenance of construction vehicles in accordance with APCD rules (see response 4.S-a). Therefore, the project would not result in significant cumulative air quality impacts. d) Would the project expose sensitive receptors to substantial pollutant concentrations? Less than Significant Impact. There are existing and planned sensitive receptors (e.g., residences, schools, parks) within 1,000 feet of the proposed project. The project is anticipated to cause short-term construction related emissions. The emissions include the release of carbon monoxide, reactive organic compounds [ROG], nitrogen oxides [NO.], sulfur dioxide [S02], and earth particulate matter less than 10 microns in size [PMlO]' Upon project completion, traffic flow will be enhanced reducing exposure to sensitive receptors. Emissions by the proposed project would occur during all construction phases of the project. Short-term impacts from construction activities would be primarily associated with exhaust from construction equipment (including carbon monoxide, reactive organic compounds [ROG], nitrogen oxides [NO.], sulfur dioxide [S02], and the movement of earth particulate matter less than 10 microns in size [PMlOJ). As mentioned in response 4.S-b, the San Diego Air Basin Management Guidelines do not identify construction-related emissions as significant impacts. Standard measures to minimize construction related impacts from dust and equipment emissions would be included in the project construction activities (see response 4.S-a). These measures have been incorporated into the project to minimize September 2002 City of Ghula Vista eTelegraph Canyon Road Widening Project 3202-01 39 5.0 Discussion Of fnvironmentallmpacts the contribution of the project to cumulative impacts associated with ongoing development in the region to a less than significant level. e) Would the project create objectionable odors affecting a substantial number of people? Less than Significant Impact. Construction of the roadway improvements may produce odors associated with construction vehicle emissions; however perception of the odors would be short-term in nature and not considered a significant impact. Long-term operation of the proposed project would not produce noticeable odors. 5.4 BIOLOGICAL RESOURCES a) Would the project have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations, or by the California Department of Fish and Game or the U.S. Fish and Wildlife Service? Less than Significant Impact with Mitigation Incorporated. The project would result in the widening of an approximately 1,200-foot segment of Telegraph Canyon Road through the central portion of Chula Vista near its junction with 1-805, and modifications to the south wall of a concrete drainage channel (Telegraph Canyon Creek) adjacent to the road. The project site is developed and urbanized and does not contain any areas of identifiable biological habitat. However, the project would result in removal of mature eucalyptus trees, which have the potential to provide nesting sites for sensitive raptor (bird) species. To ensure that such impacts are avoided, the following mitigation is required: PROJECT MITIGATION . Prior to the removal or alteration of any mature trees or the commencement of construction activities during the raptor nesting season, identified as December 1 through July 31, a qualified biological shall conduct a pre-construction survey of such trees as well as those within the construction impact area established by the biologist. In the event that a nest(s) is found during the survey, appropriate construction setbacks deemed appropriate by a qualified biologist to protect young birds until they are no longer dependent upon the nest shall be established. No September 2002 City of Chula Vista eTelegraph Canyon Road Widening Project 3202-01 40 5.0 Discussion Of fnvironmentallmpacts restrictions with respect to tree removal or construction setbacks shall apply outside the rapt or nesting season. . Prior to the approval of any improvement plans or the issuance of any grading permit, the Environmental Review Coordinator shall ensure that the plans and specifications include a note regarding the survey requirements and construction restrictions outlined in the above measure during the raptor nesting season. b) Would the project have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans, policies, regulations or by the California Department of Fish and Game or the U.S. Fish and Wildlife Service? No Impact. The project would not have a substantial adverse effect on any sensitive natural communities identified by the CDFG, USFWS or any local or regional plans or regulations. The project will include modifications to an existing trapezoidal concrete drainage channel that is part of Telegraph Canyon Creek. The concrete channel is developed and does not support vegetation or other sensitive biological habitat. For modification of the channel, a Nationwide Permit Authorization under Section 404 of the Federal Clean Water Act may be required from the U.S. Army Corps of Engineers prior to construction of the proposed project. In addition, a Water Quality Certification may be required from the Regional Water Quality Control Board. A Streambed Alteration Agreement may also be required from the California Department of Fish and Game in accordance with Section 1601 of the Fish and Game Code. The project would not result in a substantial adverse effect on riparian or wetland habitat. c) Would the· project have a substantial adverse effect on federally protected wetlands as defined by Section 404 of the Clean Water Act (including, but not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, or other means? Less than Significant Impact. See response 4.4-b. d) Would the project interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites? September 2002 3202-01 41 City of Chula Vista eTelegraph Canyon Road Widening Project 5.0 Discussion Of [nvironmental Impacts No Impact. As stated in response 4A-a, the proposed project is located entirely within urbanized and developed areas and does not contain any area of sensitive biological habitat. As no suitable habitat exists in the project site, the project would not interfere with movement of any fish or wildlife species or wildlife corridors. The corridor is not identified as a wildlife corridor in the City of Chula Vista Draft MSCP Subarea Plan. Therefore, no impact would occur. e) Would the project conflict with any local policies or ordinance protecting biological resources, such as a tree preservation policy or ordinance? No Impact. The proposed project does not contain any undeveloped natural areas or designated plant or animal resources and would not conflict with any local policy or ordinance protecting biological resources. Therefore, no impact would occur. f) Would the project conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan? No Impact. In the context of Natural Communities Conservation Planning (NCCP), the proposed project falls within the jurisdiction ofthe Multiple Species Conservation Program (MSCP) for the City of Chula Vista Subarea. However, no portion of the proposed project are within the proposed Chula Vista MSCP Preserve or any other approved habitat conservation plan conservation corridor. The MSCP vegetation map (Figure 3, Draft City of Chula Vista MSCP Subarea Plan, September 2000) shows the project site as 'urban/developed! Therefore, no impact would occur. 5.5 CULTURAL RESOURCES a) Would the project cause a substantial adverse change in the significance of a historical resource as defined in Section 15064.5? No Impact. The proposed project would result in widening of Telegraph Canyon Road within existing developed and previously disturbed areas. Based on aerial photographs, the mature eucalyptus street trees within the project area to be removed were planted during the 1970s. Construction of the project would not require grading or disturbance outside of existing developed areas, and would not result in impacts to historical, cultural, or paleontological resources. September 2002 City of Chula Vista _Telegraph Canyon Road Widening Project 3202-01 42 5.0 Discussion Of fnvironmentallmpacts b) Would the project cause a substantial adverse change in the significance of an archaeological resource pursuant to Section 15064.5? No Impact. See response 4.5-a. c) Directly or indirectly destroy a unique paleontological resource or site or unique geologic feature? No Impact. See response 4.S-a. d) Would the project disturb any human remains, including those interred outside of formal cemeteries? No Impact. See response 4.S-a. 5.6 GEOLOGY AND SOILS a) Would the project expose people or structures to potential substantial adverse effects, including the risk of loss, injury or death involving: i. Rupture of a known earthquake fault, as delineated on the most recent Alquist- Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other substantial evidence of a known fault? Refer to Division of Mines and Geology Special Publication 42. No Impact, The project is located within seismically active southern California, an area where several of the faults and fault zones are considered active by the California Division of Mines and Geology. Alquist-Priolo earthquake fault zones (A-pzones) have been established for the majority of these faults and fault zones. The purpose of the A-P zones is to prohibit the location of structures on the traces of active faults, thereby mitigating potential damage due to fault surface rupture. The project site is not listed in an Alquist-Priolo special study zone. The two populated areas listed in the Alquist-Priolo special study zone in San Diego County are Point Lorna, and La Jolla, with several areas in the sparsely populated mountains and deserts in eastern San Diego County (www.consrv.ca.gov/dmg. accessed January 30, 2002). Therefore, it is anticipated that the project would have no impact on people or structures due to an earthquake. September 2002 City of Chula Vista eTelegraph Canyon Road Widening Project 3202-01 43 The Seismic Safety Element of the General Plan for the City of Chula Vista lists a total of five faults within the City, including two potentially active faults, the Sweetwater and La Nacion; and three inferred faults, the Otay River Valley Fault, the Telegraph Canyon Fault, and the San Diego Bay-Tijuana Fault. The City specifies abatement measures for construction near active faults, however the proposed project is not located on or immediately adjacent to an active fault. Therefore, no impact would occur. ii. Strong seismic ground shaking? No Impact. As stated in 4.6-a, a certain level of exposure to seismic ground shaking has the potential of occurring within seismically active Southern California. Adherence to the latest seismic standards in roadway construction will be implemented. Therefore, no impact would occur. iii. Seismic-related ground failure, including liquefaction? No Impact, The project is not located within a liquefaction hazard area (www.sangis.org.accessedJanuary30.2002).Therefore.itis not anticipated that the site would be subject to significant hazards from liquefaction. iv. Landslides? No Impact. Landslide hazard areas are generally considered to exist when substantial slopes are located on or immediately adjacent to a subject property. In addition, some areas of soils in the City contain a combination of bentonite material intermingled with the geological formation known as the San Diego Formation, which is extremely susceptible to landsliding. However, the proposed project is not located on or adjacent to substantial slopes and is not depicted in a potential landslide hazard area in the SanGis Natural Features Map (www.sangis.org, accessed January 30, 2002). Considering the relatively level terrain of the area proposed for the roadway, it is not anticipated that landslide hazards would significantly affect the proposed project. b) Would the project result in substantial soil erosion or the loss of topsoil? Less Than Significant Impact. The proposed project would consist of constructing roadway improvements to existing paved areas and would not result in long-term September 2002 City of Chula Vista eTelegraph Canyon Road Widening Project 3202-01 44 5.0 Discussion Of [nvironmentallmpacts exposure of unpaved or unvegetated slopes or soils that would be susceptible to erosion or loss of topsoiL However, due to the close proximity of the project site to the Telegraph Creek drainage channel and proposed modifications to the south wall of the channel, potential for sediment pollution into the watershed is possible during the construction phase from grading associated with the road widening. PROJECT CONDITION: Prior to the approval of the grading plan for the project, an erosion control plan shall be prepared to the satisfaction of the City Engineer. Prior to completion of final improvements, temporary erosion control shall be performed and installed by the contractor as indicated below: a. The erosion control contractor shall be responsible for the inspection and modification of the erosion control device during the rainy season. The contractor, permittee or owner shall be responsible for the continual maintenance of the erosion control devices during the rainy season. In the event of failure or refusal to properly maintain said devices, the City Engineer or Environmental Mitigation Monitor may cause emergency maintenance work to be done to protect adjacent private and public property, the cost (including an initial mobilization amount) of which shall be charged to the owner. b. AIl removable protection devices shown shall be in place at the end of each working day when the 5-day rain probability forecast exceeds 40 percent. After each rainstorm exceeding V4-inch in a 12-hoUI period, silt and debris shall be removed from check dams and desilting basins and basins shall be pumped dry as deemed necessary by the City Engineer and Environmental Mitigation Monitor. c. Effective planting shall be installed, fully germinated, and shall effectively cover the required slopes prior to final approvaL The planting mix shall be approved by the Landscape Architecture section of the Building and Park Construction Department prior to installation. Sprinkler systems are required on all slopes over five feet in height. d. Silt basins, traps, or sandbags shall be provided at every storm drain inlet to prevent sediment from entering the storm drain system. September 2002 3202-01 45 City of Chula Vista eTelegraph Canyon Road Widening Project 5.0 Discussion Of [nvironmentallmpacts e. The grading contractor shall be responsible for cleanup of silt and mud on adjacent streets due to construction activity. f. The contractor shall remove silt and debris after each rainfall exceeding v.. inch in a 12-hour period and when silt reaches a depth of 1.0 foot. g. The contractor shall restore all erosion control devices to working order to the satisfaction of the City Engineer and Environmental Mitigation Monitor after each rainfall which produces runoff. h. The contractor shall install additional erosion control measures as may be required by the City Engineer or Environmental Mitigation Monitor due to incomplete grading operations or unforeseen circumstance which may arise. i. The contractor shall take the necessary steps to protect the project and adjacent property from any erosion and siltation that may result from grading operations by appropriate means (sandbags, hay bales, temporary desilting basins, silt fences, dikes, shoring, etc.) until such time that the total project is completed and accepted for maintenance by owner. Prior to preparation of improvement plans, a geotechnical study shall be prepared. The applicable recommendations of the study shall be incorporated into the final design. c) Would the project be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the project, and potentially result in, on or offsite landslide, lateral spreading, subsidence, liquefaction or collapse? No Impact. See response 4.6-a, i, ii, iii, iv. The City has determined that the project site is suitable for development as evidenced through existing roadways, commercial and residential development. In addition the proposed project would not cause soils to become unstable as a result of the project. Therefore, no impact would occur. d) Would the project be located on expansive soil, as defined in Table 18-1-B of the Uniform Building Code (1994), creating substantial risks of life or property? Less than Significant Impact. The project site contains Gaviota fine sandy loam and Salinas clay loam (United States Department of Agriculture, Soil Conservation September 2002 City of Chula ~sta eTelegraph Canyon Road ~dening Project 3202-01 46 5.0 Discussion Of fnvironmentallmpacts Service, 1973). These soil types consist of fine sandy loam, clay loam. The large amount of sand and small amount of clay in the soil yields a moderate risk of expansion as indicated in Table 18-1-B of the Uniform Building Code. However, the proposed project (a road widening) would not be negatively affected to the extent that it would create a substantial risk to life or property. Therefore, a less than significant impact would occur. e) Would the project have soils incapable of adequately supporting the use of septic tanks or alternative wastewater disposal systems where sewers are not available for the disposal or wastewater? No Impact. The project would not involve the use of septic tanks. 5.7 HAZARDS AND HAZARDOUS MATERIALS a) Would the project create a significant hazard to the public or the environment through the routine transport, use, or disposal of hazardous materials? No Impact. Construction of the proposed project would involve the short-term transport of gasoline and other fuels to the project site for the sole purpose of equipment fueling. However, once project construction is complete (approximately 3-4 months), the transport, use or disposal of hazardous materials, would not occur. b) Would the project create a significant hazard to the public or the environment through reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment? No Impact. See response 4.7-a. c) Would the project emit hazardous emissions or handle hazardous or acutely hazardo/.!s materials, substances, or waste within one-quarter mile of an existing or proposed school? No Impact. See response 4.7-a. d) Would the project be located on a site which is included on a list of hazardous materials sites compiled pursuant to Government Code Section 65962.5 and, as a result, would it create a significant hazard to the public or the environment? September 2002 City of Chula ~sta _Telegraph Canyon Road Widening Project 3202-01 47 5.0 Discussion Of fnvironmentallmpacts Less than Significant Impact with Mitigation Incorporated. A Phase I Environmental Site Assessment was performed by Dudek and Associates, Ine. in November 2001 for the two service stations along Telegraph Canyon Road adjacent to the road widening project (see Appendix A). The results of which are summarized below. The Arco Service Station was identified seven times in the database search. In March of 1991, three gasoline steel underground storage tanks (USTs) were removed and replaced with four 10,000 gallon and one-550 gallon double-walled fiberglass UST s with double-walled piping. Soil samples were collected from the fuel UST excavation and piping trench. Soil samples collected by Brown and Caldwell indicated total petroleum hydrocarbon (TPH) concentrations ranging from non- detectable (.5 milligrams per kilogram [mg/kg]) to 8,700 mg/kg; analysis of soil samples from the waste oil UST excavation for total recoverable petroleum hydrocarbons (TRPH) did not indicate detectable concentrations. A soil vapor extraction system (YES) was installed and operated off and on from April 1993 through May 1996. The County of San Diego confirmed the completion of the site investigation and remedial action in March of 1997. In August 1999, a second UST release occurred and is currently active. The Telegraph Canyon Union 76 Service Station was identified three times in the database search. On March 4, 1999, Wayne Perry, Incorporated personnel removed one 550-gallon waste oil UST. Soil samples were collected from beneath the former waste-oil UST inverts at depths of 10 and 11 feet bgs. TRPH was detected in both samples collected at 7,400 mg/kg (B1W) and 39,200 mg/kg (BTE). Based on chemical data, over-excavation activities were performed on April 8, 1999. In September 2000, a second UST release occurred and is currently inactive. The County of San Diego confirmed the completion of the site investigation and remedial action in April of 2001. Information obtained during the Phase I Environmental Site Assessment indicated the possibility of soil contamination from leaking USTs. Contamination from off-site sources listed in the regulatory database search is not expected as these sites are a half of a mile west of the subject site. In addition, groundwater flow is generally south to southwest (EDR, 2001), thus, reducing the likelihood of contamination from these off- site sources. A dry cleaner, near both service stations, was identified in the Resource Conservation and Recovery Act Database (RCRIS) as generating, storing, treating with, and September 2002 City of Chula Vista . Telegraph Canyon Road Widening Project 3202-01 48 5.0 Discussion Of fnvironmentallmpacts disposing of hazardous materials. However no unauthorized releases have been reported. PROTECT MITIGATION: . Since soil will be disturbed on the Arco and Union 76 Service Station sites, and the Telegraph Canyon Union Service Station, the City of Chula Vista shall develop a work plan for the Telegraph Canyon Road widening project to address the hazardous material and waste present at both sites. The plan shall be developed prior to City approval of the final improvement plans for the project, to the satisfaction of the Environmental Review Coordinator. The work plan shall require screening and disposal of contaminated soil if encountered during the project. In addition, a site Health and Safety Plan shall be prepared to address health and safety issues associated with the project. Compliance with the work plan and Health and Safety Plan will result in potential hazards being reduced to less than significant levels. e) For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project result in a safety hazard for people residing or working in the project area? No Impact. The project would not subject users to safety hazards associated with public or private airports. f) For a project within the vicinity of a private airstrip, would the project result in a safety hazard for people residing or working in the project area? No Impact: See response 4.7-e. g) Would the project impair implementation of or physically interfere with an adopted emergency response plan or emergency evacuation plan? Less than Significant Impact, Due to the amount of traffic in the project area and along Telegraph Canyon Road, construction traffic hazards may be encountered. In order to reduce the potential for construction traffic conflicts which may include emergency evacuation plans, a traffic control plan shall be developed to the satisfaction of the City Engineer. This plan will ensure that acceptable traffic conditions, including emergency access, are maintained during construction. In the September 2002 3202-01 49 City of Chula Vista eTelegraph Canyon Road Widening Project 5.0 Discussion Of fnvironmentallmpacts long-term, emergency access may be improved as a result of the enhanced traffic circulation. Therefore, impacts are considered to be less than significant. Also refer to response 4.15-a. h) Would the project expose people or structures to a significant risk of loss, injury or death involving wildland fires, including where wildlands are adjacent to urbanized areas or where residences are intermixed with wildlands? No Impact. The proposed proj ect is located in a com pletely urbanized area, and is not adjacent to wildlands. Therefore the proposed project does not expose people to risk of wildland fires, and no impact would occur. 5.8 HYDROLOGY AND WATER QUALITY a) Would the project violate any water quality standards or waste discharge requirements? Less than Significant Impact, Construction impacts due to grading, cutting and filling are anticipated to potentially impact water quality through increased sediment load within the floodplain and adjacent waterways. PROJECT CONDITION: . Water quality Best Management Practices shall be implemented during construction in accordance with the provisions of the California Regional Water Quality Control Board Order No. 2001-01 (NPDES No. CASOI08758). b) Would the . project substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of a local groundwater table level (e.g., the production rate of pre-existing nearby wells would drop to a level which would not support existing land uses or planned uses for which permits have been granted)? No Impact. Estimated depth to groundwater for the site is 180 feet below land surface (DUDEK Phase I Site Assessment, Appendix A). Project construction would not impact these groundwater resources. In addition, the project would not deplete groundwater supplies or interfere with groundwater recharge as the project site is September 2002 City of Chula ~sta .Telegraph Canyon Road Widening Project 3202-01 50 " 5.0 Discussion Of [nvironmental Impacts currently developed and paved, and an increase in impervious surface area would not occur. Therefore, no impact would result. c) Would the project substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, in a manner which would result in substantial erosion or siltation on or offsite? Less than Significant Impact, Permits may be required from the RWOCB, CDFG and the ACOE. Modifications to the existing concrete drainage channel will include changes to the south wall from a trapezoidal to a vertical walL Substantial alterations to the drainage patterns would not result. During construction of the additional westbound lane on Telegraph Canyon Road, BMP's would be implemented to ensure that erosion or siltation would not occur, especially in the Telegraph Canyon Creek drainage (see construction BMPs in response 4.8-a). Preliminary design calculations for the revised open channel cross- section modifications needed for the roadway widening project show that by modifying both the south wall and widening the channel bottom will provide similar design capacity flows to the existing condition geometry. To ensure proper design, the project engineer will submit the design calculations and related information required for all drainage facilities affecting the capacity of this drainage channel at the time of improvement plan submittal, all in accordance with the City's Subdivision Manual requirements. The modifications ofT elegraph Canyon Creek would not have any long-term impacts on erosion or siltation. d) Would the project substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, or substantially increase the rate or amount of surface runoff in a manner which would result in flooding on or offsite? Less than Significant Impact. See response 4.8-c. The project would alter the location and nature of Telegraph Canyon Creek (a concrete drainage channel) slightly in order to accommodate an additional westbound lane on Telegraph Canyon Road. However this alteration would not substantially increase the amount of runoff from the area as the volume capacity of Telegraph Canyon Creek would still be sufficient, and no significant amount of impervious area would result from project construction. September 2002 City of Ghula Vista eTelegraph Canyon Road Widening Project 3202-01 51 5.0 Discussion Of fnvironmentallmpacts e) Would the project create or contribute runoff water which would exceed the capacity of existing or planned stormwater drainage systems or provide substantial additional sources of polluted runoff? Less than Significant Impact. See response 4.8-c. The south wall of the concrete drainage channel adjacent to the widened roadway would be modified to a vertical wall. The project would result in additional impervious area. The capacity of the channel would not be affected. The proposed project would not contribute a significant amount of runoff compared to existing conditions and a landscaped area will provide a buffer between Telegraph Canyon Road and the adjacent concrete drainage area. Therefore, the capacity of the stormwater drainage system would not be exceeded and substantial additional sources of polluted runoff would not result from the project; impacts are considered to be less than significant. PROJECT CONDITIONS: Prior to the preparation of improvement plans, a drainage study shall be prepared; all applicable recommendations of the study shall be incorporated into the final design. The project engineer shall submit the design calculations and related information required for all improvements affecting the capacity of the drainage channel, in accordance with te requirements of the City of Chula Vista Subdivision Manual. Appropriate water quality best management practices (BMPs) shall be implemented during construction, in accordance with the provisions of California Regional Water Quality Control Board, San Diego Region, order No. 2001-01 (NPDES No. CASOI08758). f) Would the project otherwise degrade water quality? Less than Significant Impact. See responses 4.8-a, c and e. g) Would the project place housing within a 100-year flood hazard area as mapped on a federal Flood Hazard Boundary of Flood Insurance Rate Map or other flood hazard delineation map? No Impact. The project would not be located within a mapped 100-year flood zone (SANGIS Floodplain Map, website accessed February 2002). Further, no portion ofthe September 2002 City of Chula ~sta eTelegraph Canyon Road Widening Project 3202-01 52 5.0 Discussion Of fnvironmental Impacts proposed project would involve the construction of housing. Therefore, no impact would occur. h) Would the project place within a 100-year flood hazard area structures which would impede or redirect flood flows? No Impact. The project is not located within a mapped 100-year flood zone (SANGIS Flood Plain Maps, website accessed February 2002). Therefore, the project would not involve the implementation of permanent structures that could impede or redirect flood flows. i) Would the project expose people or structures to a significant risk of loss, injury or death involving flooding, including flooding as a result of the failure of a levee or dam? No Impact. No portion of the project would involve the construction of a levee or dam which could potentially place downstream people or structures at risk. In addition, no portion of the project would be located within a mapped 100-year floodplain (SANGIS Floodplain Map, website accessed February 2002). j) Would the project be susceptible to inundation by seiche, tsunami, or mudflow? No Impact. The widening of Telegraph Canyon Road would not present a significant hazard to people or the environment from seiche or tsunami, and the project site is not located in the coastal zone. Therefore, no impact would occur. 5.9 LAND USE AND PLANNING a) Would the project physically divide an established community? No Impact. The project consists of constructing a 1,200-foot long segment of an additional westbound travel lane on Telegraph Canyon Road to ease traffic congestion in the project area. The project would not divide an established community as the roadway is already an existing feature in the project area. The widening of Telegraph Canyon Road would not alter or preclude existing land uses in the project area. Therefore, no impact would occur. September 2002 3202-01 53 City of Chula Vista eTelegraph Canyon Road Widening Project 5.0 Discussion Of [nvironmentallmpacts b) Would the project conflict with any applicable land use plan, policy, or regulation of an agency with jurisdiction over the project (including, but not limited to the general plan, specific plan, local coastal program, or zoning ordinance) adopted for the purpose of avoiding or mitigating an environmental effect? No Impact. The project is located within the Sweetwater Community Plan Area of the City of Chula Vista General Plan and is designated as a six-lane prime arteria!. The widening of Telegraph Canyon Road would not conflict with any applicable land use plan or policy as the site is currently being used for a public roadway. A small amount of additional right-of-way will be required from the existing gas station sites, which are zoned "C-C, Central Commercia!." In addition, the drainage easement area of the adjacent concrete drainage channel would also be used to accommodate the widening. Construction of an additional westbound lane will not prevent application of, or change any, land use designations or zoning. Further, the project site is not within the coastal zone and would not impact any local coastal program. Therefore, no impact to land use and planning would occur. c) Would the project conflict with any applicable habitat conservation plan or natural community conservation plan? No Impact. See response 4.4-f. 5.10 MINERAL RESOURCES a) Would the project result in the loss of availability of a known mineral resource that would be of value to the region and the residents of the state? No Impact. No portion of the project would intersect known mineral resources that would be of value to the region and the residents of the state. As depicted on the California Division of Mines and Geology, Generalized Mineral Land Classification Map of Western San Diego County, 1996, the impact area has not been designated as having any known mineral resources, or as having potential for mineral resources. The project site is categorized 'MRZ3', which is defined as areas containing mineral deposits of which the significance cannot be evaluated from available data (California Department of Conservation, Division of Mines and Geology, 1996). The project would have no significant impact on known or expected mineral resources. September 2002 Gity of Ghula Vista eTelegraph Ganyon Road W1dening Project 3202-01 54 5.0 Discussion Of fnvironmentallmpacts b) Would the project result in the loss of availability of a locally-important mineral resource recovery site delineated on a local general plan, specific plan or other land use plan? No Impact. Valuable sand, gravel and crushed rock resources which are extremely important to the local and regional construction industry are located within the City of Chula Vista, and both the Sweetwater River and the Otay River Valleys contain significant deposits of construction quality sand reserves. However the project area is designated for public roadway and commercial uses in the City's General Plan, is not located within either river valley, and would not impact an area designated for mineral resource recovery. Therefore, no impacts would occur. 5.11 NOISE a) Would the project result in exposure of persons to or generation of noise levels in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies? Less than Significant Impact. The proposed project would involve the use of construction equipment during short-term project construction. Construction of the proposed project would result in a temporary increase in existing noise levels. Construction equipment noise generally ranges from 70 to 95 dB (A) at 50 feet from the source. At about 500 feet from the source, intermittent levels from the loudest construction equipment would be about 75 dB(A). The proposed project is located in an urban area within the City of Chula Vista. Sensitive receptors including schools and residences are located within 1,000 feet of the project site. Noise levels in the City are governed by the Chula Vista Municipal Code (CVMe), Chapter 19.68 Performance Standards and Noise Control. This chapter of the municipal code gives permissible noise levels (dBA) for designated land uses, and Section 19.68.060 of the CVMC lists construction activities as being exempt from Exterior Noise Standards. However, the CVMC prohibits construction in residential zones Monday through Friday, 10:00 p.m. to 7:00 a.m., and 10:00 p.m. to 8:00 a.m. on Saturdays and Sundays. For certain work that does not generate substantial noise levels within any residential zone, the contractor may be authorized to perform such work during these restricted periods, at the discretion of the City Engineer. The proposed project would improve existing traffic conditions in the area, and is not a source of additional vehicle trips on Telegraph Canyon Road. The existing noise level is approximately 69 dB to 72 dB CNEL at the residences adjacent to Telegraph September 2002 3202-01 S5 City of Chura Vista eTelegraph Canyon Road Widening Project 5.0 Discussion Of [nvironmentallmpacts Canyon Road. The future noise level would range from approximately 68 to 72 dB CNEL upon project completion. The proposed project would not increase future noise levels (see DUDEK Noise Assessment in Appendix C). The noise assessment concluded that the project would result in a less than significant noise impact. PROJECT CONDITION: . Each internal combustion engine utilized during construction shall be equipped with a muffler of a type recommended by the manufacturer. Pursuant to Chula Vista Municipal Code Section 17.24.050 (paragraph J), construction is not permitted in residential zones Monday through Fridays between 10:00 p.m. and 7:00 a.m. and on Saturdays and Sundays between 10:00 p.m. and 8:00 a.m. For certain work that does not generate substantial noise levels in any residential zone, the contractor may be authorized to perform such work during these restricted periods, at the discretion of the City Engineer. b) Would the project result in exposure of persons to or generation of excessive groundborne vibration or groundborne noise levels? No Impact. See response 4.11-a. The proposed project will not require blasting, therefore persons will not be exposed to excessive groundborne vibration or noise levels and no impacts are anticipated. c) Would the project result in a substantial permanent increase in ambient noise levels in the project vicinity above levels existing without the project? Less than Significant Impact, See response 4. ll-a. The project would consist of construction of an additional westbound lane on Telegraph Canyon Road to improve traffic flows and reduce vehicle idling and traffic congestion. As stated in Section 5.15, the proposed project would improve existing traffic conditions in the area, and is not a source of additional vehicle trips on Telegraph Canyon Road. Therefore, as concluded in the noise assessment, the project would not increase ambient noise levels in the project vicinity above existing levels. d) Would the project result in a substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the project? September 2002 City of Chula Vista eTelegraph Canyon Road Widening Project 3202-01 56 5.0 Discussion Of I:nvironmentallmpacts Less than Significant Impact, See response 4.11-a. e) For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels? No Impact. The project is not located within two miles of a public airport or public use airport. Therefore, impacts to construction workers associated with aircraft would not occur. f) For a project within the vicinity of a private airstrip, would the project expose people residing or working in the project area to excessive noise levels? No Impact. See response 4.11-e. 5.12 POPULATION AND HOUSING a) Would the project induce substantial population growth in an area, either directly (for example, by proposing new homes or businesses) or indirectly (for example, through extension of roads or other infrastructure)? No Impact. The project would not induce substantial population growth in the area, as the project is proposed in order to improve existing traffic congestion levels consistent with the City of Chula Vista General Plan and maintain compliance with the City's Growth Management Ordinance threshold standards for traffic congestion. b) Would the project displace substantial numbers of existing housing, necessitating the construCtion of replacement housing elsewhere? No Impact. Construction of an additional westbound lane on Telegraph Canyon Road would not displace any existing housing. Therefore, no impact would occur to existing housing. c) Would the project displace substantial numbers of people, necessitating the construction of replacement housing elsewhere? No Impact. See response 4.12-b. September 2002 3202-01 57 City of Chula Vista eTelegraph Canyon Road Widening Project 5.0 Discussion Of [nvironmentallmpacts 5.13 PUBLIC SERVICES a) Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered government facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for any of the following public services: i. Fire protection No Impact. The installation of an additional westbound lane on Telegraph Canyon Road would not require additional fire protection services. Therefore, no impact would occur. ii. Police protection No impact. The installation of an additional westbound lane on Telegraph Canyon Road would not require additional police protection services. Therefore, no impact would occur. iii. Schools No Impact. No additional student population would be generated by the proposed improvements. The proposed project would not affect existing primary and secondary schools within the area. Implementation of the project in the manner or location planned would not result in impacts to proposed schools in the City of Chula Vista area. iv. Parks No Impact. Due to the non-population inducing nature of the project, increased demands on existing public parks would not occur. Therefore the need for new or improved park facilities would not be necessitated by implementation of the proposed project. v. Other public facilities September 2002 3202-01 58 City of Chura Vista eTelegraph Canyon Road Widening Project 5.0 Discussion Of fnvironmentallmpacts No Impact. It is anticipated that existing maintenance crews and resources of the City would be able to service the additional lane on Telegraph Canyon Road without placing substantial additional demand on services. 5.14 RECREATION a) Would the project increase the use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated? No Impact. As stated in response 4.12-a., the project is not growth inducing nor would it cause an increase in use of existing neighborhood and regional parks or other recreational facilities. b) Does the project include recreational facilities or require the construction or expansion of recreational facilities which might have an adverse physical effect on the environment? No Impact. Construction of the project would not require the construction or expansion of recreational facilities; therefore, no impact would occur. 5.15 TRANSPORTATION/TRAFFIC a) Would the project cause an increase in traffic which is substantial in relation to the existing traffic load and capacity of the street system (i.e., result in a substantial increase in either the number of vehicle trips, the volume to capacity ratio on roads, or congestion at intersections)? Less than Significant Impact. Construction: Construction traffic will be generated by construction crews and equipment/material deliveries for approximately 3-4 months. Approximately 1,500 cubic yards of earthwork will be necessary to complete the project. Construction traffic would primarily utilize 1-805 and Telegraph Canyon Road within Chula Vista and the Sweetwater Community Plan Area. During construction the westbound bike lane along Telegraph Canyon Road would be closed. It is likely that one westbound lane on Telegraph Canyon Road would also be closed during construction, and would serve as a staging area for construction supplies and equipment. A shopping center on Telegraph Canyon Road has two driveways that would require modifications September 2002 3202·01 59 City of Chura Vista eTelegraph Canyon Road Widening Project 5.0 Discussion Of fnvironmentallmpacts associated with the adjacent drainage channel as the roadway is improved in that area. It is expected that this short-term construction-related traffic would not create a substantial impact on traffic volumes nor change traffic patterns on these roadways in such a way that congestion and delay would be substantially increased on major street segments or intersections. However, due to the amount of construction and traffic occurring within the City, minor short-term impacts related to construction traffic, delay, hazards and congestion may result. When possible, construction would take place during off-peak hours to minimize impacts. In addition, project conditions include a traffic control plan which will further reduce conflicts associated with construction. PROJECT CONDITION: . A traffic control plan shall be developed to the satisfaction of the City Engineer, and shall be implemented during the construction period. Operation: A traffic study intended to identify the overall traffic effects of the project was prepared by Linscott, Law, and Greenspan May 2002 (Appendix B). The study concluded that the proposed project would improve the existing Level of Service (LOS)1 at the following intersections and street segments: Existing LOS wlo Existing LOS Intersection Peak Period Improvement wllmprovement Telegraph Canyon Road/I-80S NB Ramps AM E D AM D C Telegraph Canyon Road/Halecrest Avenue PM C B Telegraph Canyon Road Street Segment 1-805 to Halecrèst Drive D C These LOS improvements (see Tables 3 and 5 of the traffic report for details) indicate that vehicles would move faster and smoother along Telegraph Canyon Road and at the listed intersections, and idling time of vehicles would also be reduced as a result of the project. The traffic analysis showed that the Telegraph Canyon Road improvements will be a benefit at community buildout. Intersection delay will be less at buildout if the Telegraph Canyon Road improvements are implemented. 1L05 is a measure of effectiveness for intersection operations (see Appendix B for more details). September 2002 3202-01 60 City of Chula Vista -Telegraph Canyon Road Widening Project 5.0 Discussion Of fnvironmentallmpacts Near-term and long-term traffic standards for the City of Chula Vista would be met with implementation of the proposed project. Therefore, a less than significant impact would occur. b) Would the project exceed, either individually or cumulatively, a level of service standard established by the County Congestion Management Agency for designated roads or highways? Less than Significant Impact. See response 4.15-a. During construction of the project (3-4 months), standard traffic requirements would ensure that acceptable roadway conditions would be maintained. Upon completion, the project would result in improved LOS at intersections along Telegraph Canyon Road and along the roadway segment at Telegraph Canyon Road from 1-805 to Halecrest Drive and would not contribute to cumulative traffic impacts. c) Would the project result in a change in air traffic patterns, including either an increase in traffic levels or a change in location that results in substantial safety risks? No Impact. No portion of the project would impact air traffic patterns. Therefore, no impact would occur. d) Would the project substantially increase hazards due to a design feature (e.g., sharp curves of dangerous intersections) or incompatible uses (e.g., farm equipment) ? Less than Significant Impact. The project would widen the road along the frontage of two gas stations and gas pumps at those stations. The Uniform Fire Code requires that gas pumps be located not less than 10 feet from the property line. The project would result in the gas pumps being located at least 12 feet from the property line. The project would allow traffic to flow faster and more smoothly upon completion, and no incompatible uses would occur. The required traffic control plan, as described in response 5.15-a above, and compliance with the Uniform Fire Code, would avoid construction related traffic impacts and safety hazards. Therefore, a less than significant impact would occur. Also see response 4.15-a. e) Would the project result in inadequate emergency access? Less than Significant Impact. See response 4.7-d. September 2002 City of Chuia Vista eTelegraph Canyon Road Widening Project 3202-01 61 5.0 Discussion Of fnvironmentallmpacts f) Would the project result in inadequate parking capacity? No Impact, No parking is currently allowed along the proposed segment ofT elegraph Canyon Road. The proposed improvement would not affect the existing parking condition. g) Would the project conflict with adopted policies, plans or programs supporting alternative transportation (e.g., bus turnouts, bicycle racks)? No Impact. Implementation of the proposed project would result in relocation and maintenance of the existing sidewalk and bike lane along Telegraph Canyon Road, and would not conflict with adopted policies, plans or programs supporting alternative transportation. 5.16 UTILITIES AND SERVICE SYSTEMS a) Would the project exceed wastewater treatment requirements of the applicable Regional Water Quality Control Board? No Impact. No portion of the project would involve wastewater treatment or an increase in the demand for additional services; therefore, no impact would occur. b) Would the project require or result in the construction of new water or wastewater treatment facilities or expansion of existing facilities, the construction of which would cause significant environmental effects? No Impact. See response 4.16-a. c) Would 'the project require or result in the construction of new storm water drainage. facilities or expansion of existing facilities, the construction of which could cause significant environmental effects? Less than Significant Impact. The project would result in modifications to the south wall of the existing concrete drainage channel adjacent to Telegraph Canyon Road. However the reconstruction of this channel would not cause significant environmental effects since the modified channel will provide similar design capacity flows to the existing condition geometry (see response 4.8-c). The project will not September 2002 3202-01 62 City of Chula Vista eTelegraph Canyon Road Widening Project /... 5.0 Discussion Of fnvironmentallmpacts significantly increase the impervious surface within the local drainage basin. Therefore, impacts are considered to be less than significant. d) Would the project have sufficient water supplies available to serve the project from existing entitlements and resources, or are new or expanded entitlements needed? No Impact. The project would not require the need for new or expanded water supplies. Therefore, no impact would occur. e) Would the project result in determination by the wastewater treatment provider which serves or may serve the project that it has adequate capacity to serve the project's projected demand in addition to the provider/s existing commitments? No Impact. The project would not require the need for wastewater treatment. Therefore, no impact would occur. f) Would the project be served by a landfill with sufficient permitted capacity to accommodate the project's solid waste disposal needs? No Impact. The limited amount of solid waste generated by project construction would have a less than significant impact on local solid waste facilities. No regular solid waste disposal is proposed as part of the roadway improvement project, and no impacts to capacity of a permitted landfill would occur. g) Would the project comply with federal, state, and local statutes and regulations related to solid waste? No Impact. Waste generated during construction of the project would be disposed in a solid waste landfill in compliance with federal, state, and local regulations related to solid waste. Upon completion, solid waste would not be generated by the project. 5.17 MANDATORY FINDINGS OF SIGNIFICANCE a) Does the project have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a September 2002 3202-01 63 City of Chula Vista eTelegraph Canyon Road Widening Project 5.0 Discussion Of [nvironmentallmpacts plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory? Less than Significant Impact. As discussed in response 4.5-a and 4.5-b, the project would not result in impacts to archaeological or cultural resources. As outlined in Section 4.4, the proposed project would not impact any sensitive habitats such as wetlands or state or federally listed sensitive plants and animals. Project mitigation measures required to avoid potential impacts to nesting raptors would result in less than significant impacts to raptors that may utilize existing street trees for nesting. Therefore, degradation of the quality of the environment, or reduction in habitat, plant, fish or wildlife community would not occur. b) Does the project have impacts that are individually limited, but cumulatively considerable? ("Cumulatively considerable" means that the incremental effects of a project are considerable when viewed in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projects)? Less than Significant Impact. As revealed by the previous discussions for each environmental category, impacts from the proposed project are considered to be less than significant after the incorporation of standard construction measures as required by the City. No long-term significant impacts are associated with the project. In the absence of significant impacts, the incremental accumulation of effects would be less than significant. Although the project would incrementally contribute to cumulative impacts docµmented as occurring with development of the City of Chula Vista, these impacts would be considered less than significant. c) Does the 'project have environmental effects which will cause substantial adverse effects on human beings, either directly or indirectly? No Impact. The project would result in environmental impacts, however these impacts would not cause substantial adverse effects on human beings. Based on the analysis of all the above questions, it has been determined that there would be no significant direct or indirect effects on human beings. September 2002 City of Chula Vista eTelegraph Canyon Road Widening Project 3202-01 64 5.0 Discussion Of [nvironmental Impacts 5.18 CITY THRESHOLDS Will the proposal adversely impact the City's Threshold Standards? No impact. As described below, the proposed project does not result in significant impacts to any of the threshold standards. a) Fire/EMS. The Threshold Standards require that fire and medical units must be able to respond to calls within seven minutes or less in 85% of the cases and within five minutes or less in 75% of the cases. No impact. The widening of Telegraph Canyon Road will improve traffic conditions and the current level of service and the Fire/EMS Threshold standard will continue to be met. b) Police. The Threshold Standards require that police units must respond to 84 % of Priority 1 calls within seven minutes or less and maintain an average response time to all Priority 1 calls of 4.5 minutes or less. Police units must respond to 62.10% of Priority 2 calls within seven minutes or less and maintain an average response time to all Priority 2 calls of seven minutes or less. No impact. The widening of Telegraph Canyon Road will improve traffic conditions and the current level of service and the Police Threshold standard will continue to be met. c) Traffic. City-wide - Maintain LOS "C" or better as measured by observed average travel speed on all signalized arterial segments except that during peak hours, a LOS of "D" can occur for no more than two hours of the day. No impact. According to the traffic study prepared for this project, LOS at intersections and a roadway segment would be improved as a result of the roadway widening (see Section 4.15). The proposed project would comply with this Threshold Standard. September 2002 City of Chuia Vista eTelegraph Canyon Road Widening Project 3202-01 65 5.0 Discussion Of fnvironmentallmpacts d) Parks/Recreation. The Threshold Standard for Parks and Recreation is 4 acres of neighborhood and community park land with appropriate facilities per 1,000 residents east of Interstate 805. No Impact. The proposed project is a roadway use and therefore, the Parks and Recreation Threshold Standard does not apply. No park pad obligation will be required for the proposed project. e) Drainage. The Threshold Standards require that storm water flows and volumes not exceed City Engineering standards. Individual projects will provide necessary improvements consistent with the Drainage Master Plan(s) and City Engineering standards. No impact. Onsite drainage facilities include a concrete-lined drainage channel (Telegraph Canyon Creek) adjacent to Telegraph Canyon Road. The south wall of the channel would be modified as a result of the project. The City is required to comply with NPDES permit requirements and implement Best Management Practices to prevent the discharge of pollutants into the stormdrain system and Telegraph Canyon Creek during and after construction. The modified channel will provide similar design capacity flows to the existing condition geometry. According to the Engineering Division, the proposed project will comply with the Drainage Threshold standard. f) Sewer. The Threshold Standards require that sewage flows and volumes not exceed City Engineering standards, Individual projects will provide necessary improvements consistent with Sewer Master Plan(s) and City Engineering standards. No impact. The proposed project is for a roadway widening, and would not impact sewage flows and volumes. The proposed project would comply with this Threshold Standard. g) Water. The Threshold Standards require that adequate storage, treatment, and transmission facilities be constructed concurrently with planned growth and that water quality standards are not jeopardized during growth and September 2002 Gity of Ghula Vista -Telegraph Ganyon Road 'Mdening Project 3202-01 66 5.0 Discussion Of fnvironmentallmpacts construction. Applicants may also be required to participate in whatever water conservation or fee offset program the City of Chula Vista has in effect at the time of building permit issuance. No impact. The proposed project is for a roadway widening, and would not require the need for new or expanded water supplies. The proposed project would comply with this Threshold Standard. September 2002 3202-01 67 City of Chula Vista eTelegraph Canyon Road Widening Project 5fCTION 6.0 I!l:fl:l!l:NCI:S 6.1 REFERENCES AND BIBLIOGRAPHY California, State of. Building Standards Commission. Uniform Building Code. Chapter 18 Section 1809, tables. 1994. California, State of. Department of Conservation, Division of Mines and Geology. Update to Special Report 153, Mineral Land Classification: Aggregate Materials in Western San Diego County, Production-Consumption Region. 1996. California, State of. Department of Conservation, Division of Mines and Geology. Alquist- Priolo Map and Associated Tables. Web site accessed January 30, 2002 www.consrv.ca.gov/dmg. California, State of. Department of Conservation, Division of Land Resource Protection, Farmland Mapping and Monitoring Program. 1998 Important Farmland Maps. Chula Vista, City of. General Plan. 1989. Chula Vista, City of. Draft MSCP Subarea Plan. September 2002. Chula Vista Municipal Code. Chapter 19.68 Performance Standards and Noise Control. 2002. Multiple Species Conservation Plan Vegetation Map. Figure 3, Draft City ofChula Vista MSCP SubareaPlan. September 2000. Reider, Robert.· Supervising Air Resources Specialist, San Diego Air Pollution Control District. Personal Communications. June 22,2001. SanGIS Interactive Maps Website. www.sangis.org. Accessed January-February 2002. United States Department of Agriculture, Soil Conservation Service. Soil Survey of San Diego County- National City Quadrangle. December 1973. September 2002 3202-01 68 City of Chula Vista eTelegraph Canyon Road Widening Project ,- 6.0 I!eferences 6.2 TECHNICAL STUDIES Dudek & Associates, rne. Phase I Environmental Assessment Arco Service Station, Telegraph Canyon Union Service Station. November 2001. Dudek & Associates, rne. Telegraph Canyon Road Improvement Project Noise Assessment. May 2002. Linscott, Law & Greenspan. Eastern Chula Vista Traffic Capacity Enhancement, Telegraph Canyon Road. May 2002. September 2002 3202-01 City of Chula Vista eTelegraph Canyon Road Widening Project 69 srCTION 7.0 LIST Of PI!(PÂI!(I!S City of Chula Vista Mary Ladiana, Environmental Projects Manager Paul Hellman, Environmental Projects Manager Dudek & Associates, Inc, Joe Monaco, Senior Project Manager Andrew Garner, Environmental Planner/Analyst Mike Komula, Acoustician Mark McGinnis, GIS Analyst Tonette Foster, Word Processing Linscott, Law and Greenspan Engineers John Boarman, Principal September 2002 City of Chula Vista eTelegraph Canyon Road 'Mdening Project 3202-01 70 A TT ACHMf;NT "All ø a %. Mitigation Monitoring and Reporting Program (MMRP) ÁTTÁCI1~fNT "Á" ~itigation ~onitoring and Reporting Program (~~RP) Telegraph Canyon Road Widening 15-02-35 This Mitigation Monitoring and Reporting Program has been prepared by the City of Chula Vista in conjunction with the proposed Telegraph Canyon Road Widening (IS-02-35). The proposed project has been evaluated in an Initial Study/Mitigated Negative Declaration (IS/MND) prepared in accordance with the California Environmental Quality Act (CEQA) and City/State CEQA guidelines. The legislation requires public agencies to ensure that adopted mitigation measures are adequately implemented and monitored. AB 3180 requires monitoring of potentially significant and/or significant environmental impacts. The Mitigation Monitoring and Reporting Program for this project ensures adequate implementation of mitigation for the following potential impacts: · Air Quality · Biological Resources · Hazards and Hazardous Materials MONITORING PROGRAM Due to the nature of the environmental issues identified, the Mitigation Compliance Coordinator shall be the Environmental Review Coordinator for the City of Chula Vista. The applicant shall be responsible to ensure that the conditions of the Mitigation Monitoring and Reporting Program are met to the satisfaction of the Environmental Review Coordinator. The applicant shall provide evidence in written form confirming compliance with the mitigation measures specified in MND/IS-02-35 to the Environmental Review Coordinator. The Environmental Review Coordinator will thus provide the ultimate verification that the mitigation meas'ures have been accomplished. Table 1, Mitigation Monitoring and Reporting Program Checklist, lists the mitigation measures listed in Section 3.0, Mitigation Necessary to Avoid Significant Impacts, of the Mitigated Negative Declaration, which will be implemented as part of the project. In order to determine if the applicant has implemented the measure, the method and timing of verification are identified, along with the City department or agency responsible for monitoring/verifying that the applicant has completed each mitigation measure. Space for the signature of the verifying person and the date of inspection is provided in the last column. ~I September2002 & ASSOCIATES, INCJ !'M¡,.,¡"""11¡"'nuf",Co"'PloxP,,,¡,:,,, City of Chula Vista. Telegraph Canyon Road Widening 3203-01 A-1 ... ~ ,..¡ :Q ~ 1:> <:: ~ OJ .Q "e- <:: Õ "- .<:: 0 .æ B OJ 2 c <:: û) ." ,ñ 'ë: ~ ." <:: '" <:: 0 '" 8 ~ 0 E -0 10 " " Iii 0 " "' >5 " cc -0 "' E ro -0 13 ." c '" " "' a. ~ B -0 <:: " 0 13 0 15 :;; :E ~ " " '" " " " ro 1ií c .S; -ê <:: 0; " >5 "' > "' <:: " rn 0 "- " - 0 -e > " E ü ß > ;::-0 -0 -" -0 a. ro .æ ro 'ë "' 1ií Iii '" .£: ro " ~ >- " " E ê: '" " ro " ~ "' <; -0 ;: " " OJ = .<:: 2 :; 0= a.= <:: '" " " e 13 -0 "Ë 13 >5 '" "' -0 û) B OJ 'ü ..::w:: .~ ro "' -0 1ií E " .æ :E ~ 0 "' " ~ Q) " - -0 <; ~ .<:: g OJ ~ -0 <:: ê: a. o <:: " -e :; " " -" ro " æ ~ ~ ro 0 "' - " :;; 'ë > ro 'ê Iii > OJ '" a, " " -0 "' - <:: B " 0 e Iii ro "" . "' E <:: 1ií _ 0 > -0 ¿ ;: 'E E .<:: .!: u -.i - ~ - Iii ro <:: a. 0 0 " ro a. "' ~ 0 " "' ro a. " ~ 0 >5 > " 0 ':; -0 "' 0 <:: 0 -0 :õ a. " a. :g ~ "' 8 '" "' - "- ro 0 :> E OJ 0 c- " ro t5 ro " .æ t5 -0 ro - 13 <{ ~ 'j< '" -0 0 .<:: " -" " 0 '" ro '" rn OJ <:: <:: " ;: S ro S Q) t5 :E ro 2 " -º û) ." <:: .;;: 0 .!!1 -0 1ií Iii ;: .<:: <:: " ro û) " <:: '" m ~ " t5 -0 :õ ro "' >5 "' "' ro 0 > "§5 <:: <:: .Q OJ ~ '-' 'ü 1ií <:: <:: .<:: -'" <:: ro ,ñ 0 <:: E E '" ." ro ro e 8 "' ro 0 ;: a. "- t5 0 ro Õ <:: -'" Õ ;: û) "' <:: -" (¡j " 'E 'E "' -0 û) "' -0 .,; ro " " " " "' " " ro = þ ~ l§ " " <:: -0 E 2 - 0 en 0 m 6 ~ ~ -0 OJ ." 'ë OJ -" ro a. " 0 .,; " a. "¡:: '" û) 13 OJ " " <:: Q) <; 0 <:: <:: "' "' .<:: û) -'" :§ " " "' " '" -0 :E <:: ~ " "§ (¡j -e "55 "§ ro 0 '" '" " <:: ro -0 <:: (¡j '" OJ <:: " 0 a. .<:: 0 "' ro '" 8 'C¡; " 0 jg 0 ~ ro > Iii "' 0 E 'C¡; a. 0 "' "' ~ " "' -0 -0 E U E 'ª' ¡;¡ '" a ~ :.;¡: !-< tn - ,..¡ ~ U ~ :I: u ~ L' o ¡:t:: ø.. L' Z - ~ o ø.. ~ ¡:t:: Q ~ L' Z - ¡:t:: o !-< - Z o ~ z o - ~ L' - !-< - ~ -------_._-~- .-.---....- - --------------------- -------- x --..------. c; '" o '" "" '" .¡, e .... 1:':1 = ;.. ~ ~ e E .c 0. ~ ~ ec c ~~ o Q. ~ ~ -= = 1:':1 ~ C .- ;.. o .... .- = o ~ = o .- .... 1:':1 ~ .- .... .- ~ ... ¡¡.¡ ,..¡ ~ I-< I-< ~ a u ¡¡.¡ :I:: u ~ " o ¡:z:: ~ " z - ~ o ~ ¡¡.¡ ¡:z:: Q ~ " z - ¡:z:: o I-< - Z o ~ z o - ~ " - I-< - ~ Q) -g '" ë3 Q) " <:: .5 -ê 0 ::Jt5 '" 2 -gêi) ", <:: ~ 8 "'= õ~ '" 0 .f: c Q5 .9 -13 ~ :.s Cã ~ :;", '" <:: i!? '" ëii -<= '" '" i!? ::J '" '" Q) E '" <:: .¡¡ ::J ", Q) I~ ø ::J o - .---. õ5 ,., >;::"0 ~ ro CD -'S~ .s C) () Q) Q) ë .... a. Q)'" '" 5.æro "S ~ ~ O"'..s::: ~ Q) '" > -c="'C <:: .0 '" ctI co e (/)1i5-c Q) Q) Q) 13 C) .... .- c .$ -æ.Q~ > '" > -_..-- ,; ", Q) Q) 0. '" Q) E o " Q) .0 ~~ Æ 0 ", "E ~ .sa Q) o > ¿ 0. 8 o <:: :e '" Q) _2 () .c rom ê:5..s::: 8 -æ ; .§~ ~ ð E "if; ", Æ '15. -'" " .9 '" '" :§ Q) ", ", <:: '" t 'õ ..0 ¿ i!? 0 CD!5 ro ::J ;: ~ ø ~<:: 1'j 8 :a C) .g .§ Q) ::J 0.0 '" '" 0. ::J Q) õ..£ Q) Q) ~ g ~ ", o i!? <:: 0 ~~ "':0 ~ .~ -<=13 ~ ~ ;: 0. Q) '" .0 '" -æ § -<= 0 '" '" ~ '" E Q) ro :; " 'E '" 0. - o <:: o ,¡; <:: Q) 0. '" ::J '" i!? Q; > o ë Q) E Q) > o E Q) ë3 :ë Q) > ,., .0 ", Q) '" ::J '" " Q) = .s~ '" <:: .sa '" ::J Q) e "õ -<= Q) ".0 '" ëii E! -<= 0. '" 0. '" « i!? ëii '" 'ji3 .§ ro 13 E 2 -<=ø " <:: 5! 8 ", <:: '" t 'õ ", .sa '" ]1 , <:: o :g 2 ø <:: o " Õ cñ ~~ '" Q) ", ", 9 N '" N M N .J: --,---~_._- u ~ "e- o- ~ ~ iO ~ ,. Q) ëii 13 .~ :E co ~ 2 E ctI $ co Q) -Ëu2>£; _.0_ :ë ~ .... Q) '" '" ro > co :t:::: ü..¢'õiD -<=- - .. > ~ -ë 0 "§ ~ (t 0 Q) .Q êi.í g § ::J co t5 ~ E "'E CD 1:: (I) oU)o-æ g CD g-'~ ro"8æro Eo.=E ~ rn o '" ~ o ,., ~ rn ü ~ " ~ ~ ~ ~ . rn 1;; :> rn -,; ~ ü Õ Þ G N '" '" N ~ D E ~ ~ en Q) '" -5 ~ E '" e CD - " (/J "00 Q) E -'" 0 " " .!: Q) co >5 " - '" 0 >5 Q) ~ 0> ~ -0 '" Q) Q) :;; " 0. o 0. " :J ------------- 0;- Q) -0 .¡¡; Q) >5 '" Ü '" c ro o -'" " '" ro_"C ":is ~ ~ ro 0 Q) E 2 :5 Q) -0 ; æ :;; -'" ;: :;; " 'i. E o " o e> '" " Q) >5 1;; -0 " Q) x Q) õ " E .g -0 " '" ro ~ '" :;; 0. 0.'; :J Q) ~ Q) æ >5 - o 1:: '" 0. :>. " '" Q) > o .a '" >< '" Q) 0. ~ :;; " ]§ " o " o e> '" " Q) >5 - o Q) 0> -0 Q) Õj -'" '" E Q) E 0. ':; 0- Q) " o 1:5 2 1ñ " o Ü ~ Q) "0.£ (; C'J -g ë c: c: ¡g :£2 .a :J ~~o ;;0. ro C- " ~ ~:c; ëõ o .Q Q) a. Q5 .~ " 0. E .- ( ) ë: -g ~ -Ë " Õj ß..c:.9 c: (J) Q5 '(5 -g "E E '" 0 ------- -----_.._~-~ i:~ '" E ª C- 0'5 o.g ;: " .Q 0 'õt5 Q) 2 '" 1ñ :J " êñ 0 " " o 0> .~ E 'ËË Q) Q) 1ij t5 ~ 0. " -0",0 ~ ro CD ~~~ >! :J ~( )"C ro ..c æ .g ro Q) t5 .c. g Q) '" '" ~ ë-~ c: Q) 1;) :c1 E :a :J 0. 13 '~'õ .!: Q) U) -0 Q) -0 '" " .!!1 ~ 'Ë '" :J "' '" '" Q) -0 .a Q) Q) ëij ~ -5S Q) '" '" Q) -0 " æ -ê 0. :J '" '" -0 "C !:: ...: ~ .~ 6 '" "-'" ê- ~ Q; :J ;: 0. # .~ I '" :; -'" ü - o l!! ~'" u5 x x '" (; E -e£ o :;; i!-:t:: ~.!!1 - o .2 g 16 ß $ 2 ro Q) (¡) o :5 § ro ~ ~ > 0 0 o '" E (],) ë Q) -~ Q) ¡.... E I~ ~ g ~I¡~ ! ~ ::J a.. CIJ (.) o . UJ ----,- " ~ ¡;¡I tl'" 001 ------ -0 Q) !E Õj :J 0- - '" '¡;' o o :ë 0> " ~ Q) " ~ B 0. ~ Q) >5 1ñ '¡;' ~ 0 Q)O .Q:ë E-o Q) Q) ~~ OÕj '" :J '" 0- -0 '" Q) 0= :g Q) :2 0> " "§ -0 '" Q) " ;¡:¡ 0 :~ (/) ü m '" '" '" N <> N M M .;, õ ~ "e- D- ~ c ,= ~ " 3< ;;; :>. :; --, -'" 0> :J e >5 N <> <> N ~ ~ E $ = ~ '"' " ~ o 0: c o :>. c ~ '-' ~ = O! ~ ~ ~ . '" ~ :> ~ s ~ '-' 15 "" è3 " :g co £; ~ '" co co 13 co ~ .§ '" c co 0 ¡g~ ~ 2 <;; c o " " £ c ;S .~ .c " ::> '" - o >, " C: ::> '" " 0) £; .§ £-5 ~-g Om :J o Q o .!:!2 :ö " .: £ '" ~~ '0 co " ~ .c co .!:!2 £i :ë~ ]I ¡¡ '" > " " c o co 1:5 >. 2 .0 " ~ro 8 .~ e -m a. 'c a. a. co e '0" a. a. E co :B ';''0 ~ ~ ::> " '" jg .,ê'Ø ~ '" 0) c ::> ~ 13 $ e a. .s <;; '¡;' o o :ö '0 " ~ ro ::> 0- " .0£ '- Cõ .~ " .c '" 0) '" c c: 1;) 0 .Q Q) 13 o c 1:: c: Q) t) e £i ~ co c 0 >,02 " a. :5 ::I -0 ë " :.¡::; Q).J:: C'o '" ::> C" :B '" a. co "E Q) 1;) :.õ"'C Q) ¿ o '" co " '" '- ro 0) o 1]j c: ëõ (IJ ~ > -'" " o " C E co i!? .0 1ií " '" ~ c: o 1:5 2 <;; c 8 >, ëi a. co .s 13 " a. '" i!? co '5 .c Ü 15 ]I þ", ü5 x o ~ N M ..- .;, ----,---~,_._- co (; E 1::£ g.~ D::.92 ~ .s a. ~ " £ " '0 -¡ñ '5 o - co o ë 16 Q) Q)-5 g E Q) CD c: :; ~ e en >..!:!2 "S; æ æ.êIÍiCij - - Q) J:: ~ 0 :5 rn ro en -º > C ~ e co ê §:ã. ~ co ë 0 "" 0 £; E 0 .9 ~ 3: '- e Q) o a. "S: æ.s ~ ! , !'" ¡ ~1i) ~ "Õ'J co .Q :J .Q 0-.0 ..: ï:~ Q; a. 0) c 'õ ~ 0) >, c co co " '0 ::> 13 .5 '" C o >, 1ã 9; " L. '" ::> "(3 (I) " ~ a.~ '" 0) -g .5 co 1:' '" co c '" .!2 ~ a." ..êõ ~ c: 0) " C ~ ~ .0 " co C " £ t> œ '0 õ: ~ ~ 'e œ u ;¡: ];I o '" ~ o ~ rn '-' ~ ~ " ~ œ -¡¡¡ r- . J' ~ '" rn S ~ '-' õ þ ü C o 15 2 <;; § .6 ,,'0 " "C ~ = æ:s ::> J'J 0 c '" " C E 0 ~ 13 "S "¡:: ,,<;; ~ ~ ~ .s a. ~ N '" '" N 0) C "§ '0 æ ¿ ::> 0 '" '" co co " " E '" œ = E œ "- œ 00 9 N co N '" ~ ... (0 '3 .<: o - o J!i þ", 05 x -- ___··_·.w t:; '" ~ 0: ß ~ " 0: 'e- o (0 (0 "- '" 0: 0: ¡¡: 0 a> (0 " '" ~ II! E - '" £; þ ." (0 a> 0 '" ~ a. '" ro ~ ~ a> " a. 0: '" a> (0 ,. D: 0: .ê 0 '" '" a. I (f) ~ ~ 0 '" '" a:: 0 J!i a> U ro '" þ '" ~ f::' -¡: 0 .!!! 0 '" £; a> 2 ~ ~ « 5 a> 0: a. " " .S .s ~ - E! '" '" ,¡; '" 1:3 ~ a> '" 0 E a. 'õ a> '" 0: '-' '" a> 0: a. 0: Ii; '" a> '" -s " ~ £; '3 £; ,,,, a> ro a> E! '" " -¡: a> " "e- o: '" a> ~ .<: a> .0 > £; ~ 0: '" .0 '" '" ~ u '" 0: 0 ~ E! .;; ~ '" ::J 0 (0 a. - ::J 0 0 " ro ~ J2 ro ~ 0: 0 '" £; a. " " - 'j¡ a. J2 UJ '" u 'õ .<: a> '" 'j¡ ~ " a> 0 0: .<: a. a> 0: 0: '" ro £; is I- .0 Þ '" " '" '" '" a> .<: ,,,, a> " a> 0: '" . .a a. '" 0: Þ 0: .<: I- a> '" 0: .<: £; ;0 0: .; ~ U 0 '" (0 '" a:: '" U (0 - ..: a> .s ¡¡: '" 'j¡ a> ¡¡: ,;; õJ N ,. '" '" a. - - t3 co > a> ~ a. 0 .s ,:; '" £; .0 > co 'õ £; 0: '" .s -¡: '" '" 1:3 þ a> " Þ '" .!!! N ~ 0 0: '" -t; a> £; " a> ",- >- ~ is a> 0 0: a> " a> ~ ro ~ 'E -¡: ~ ~ .0 (0 0: E ~ 'õ £; a> "e '" " 'j¡ '" '" ~ '-' 0 a. (0 .§. ro (f) '" .¡¡ (f) N '" E ~ 00 a> a> J!i is ~ a. 0 a> '" u ~ Õ .<: > '" 0 0: " .s '" u " .<: '" E. ~ ii5 õJ 15.1- " E! 'S 'Ë a> 0: '" 0: 0: .¡: ~ ~ 0 " ø '-' > a> a. 0- (0 £; (0 ~ (0 .~ (0 ~ '" a> II! a. '" ~ ~ a> 1:3 0 .ê -¡: '" £; '" a. £; -¡: .¡¡; u " a> (0 a> '2' '" Æ. õJ 0 '" ro a. E ro a> 0: a> £; .;; ro ::J ro õJ E! > ro a> u ~ a> a> '" 0 a> Õ (0 a> a> 0: .<: - ::J 5- £; .<: .s a:: " I .!!1 0 I a. (f) '" I- "- " '" '" 0 ... ~I INITIAL STUDY AND MITI(ìA T~D N~(ìA TIV~ D~CIÃRA TION 18-02-35 T~l~(ìRAP" CANYON ROAD WID~NIN(ì ÁPPI:NDICI:5 Lead Agency: City of Chula Vista 276 Fourth Avenue Chula Vista, CA 91910 l'Pl)I~NI)IX l' Phase I Environmental Assessment by Dudek & Associates, Inc. I I I I I I I Phase 1 Environmental Assessment Arco Service Station Telegraph Canyon Union Service Station Chula Vista, California ~ Pm(ftsioMi r.......¡...c....,....l'rø/ocu 605 Third Street Encinitas, CA 92024 I I I I I --/~_£/ h/ GlernÍa McMahon Environmental Engineer \. Derek M. Reea, P.E. Proj ect Engineer TO~/ Soil Scientist, A.P.S.S. November 2001 Table of Contents I I I I I I. EXECUTIVE SUMMARy.....,................................................................................................................. 2 1. INTRODUCTION ................................................................................................................................ 2 1.1. ASSESSMENT PROCEDURE AND SCOPE OF INVESTIGATION uumUU.u.u....u.uu.uu.......u.u.uuuu.muu 3 2. LOCATIONS OF SITES ................................................................................................,.,.,................ 3 3. SITE RECONNAISSANCE.................................................................................,...............................3 4. REVIEW OF mSTORICAL AERIAL PHOTOGRAPHS .............................................................. 5 5. DEPARTMENT OF ENVIRONMENTAL HEALTH RECORDS REVIEW................................ 5 6. PUBLIC AGENCY RECORDS SEARCH REVIEW....................................................................... 6 6.1. U.S. ENVIRONMENTAL PROTpCTION AGENCY (EPA) FEDERAL SOURCESuuuumh.hhhuuuuu.mhh. 6 6.2. CALIFORNIA STATE OR LOCAL SOURCEShh...hUhh.hhh..........UU..U.hh.UU.hhh.hhhhhU.hhh..h.hhU, 7 6.3. COUNTY SOURCES. h. h"" u uuu... 0.... u.mm.' 0.0.0. uu m" h.. .mhhhh' u. u. 0.0.. uu.m.mm' 0...0. hhm U.... 0. 0.0.0. 7 6.4. REGIONAL SOURCES uu. uu. mh.hh'. uu..... hhhU'U um." uuuuh..···· mm' uu. u uu. u. mmhhhhh u uuuu'u'" 8 6.5 . OPERATING PERMITS.. 0... U'U,uUh' .0.. hh'UUU" 0.0.0.' .mh'" U' u.h.hhh." uu 0..0.0. h...h·uh....h.. hh.U....... 0.0. 8 6.6. DETAILED REGULATORY DATABASE SEARCH REVIEW uu.um'uhhUU,uu.hhhhmU.h.hhhhhh'U.uuh. 8 6.7. FEDERAL AND STATE DRINKING WATER SOURCES hUhUUU.uhuu.uuumhUhUuuu.m.h.Uu.uu.muu. 10 7. CONCLUSIONS ................................................................................................................................. 10 8. RECOMMENDATIONS ................................................................................................................... 10 9. LIMIT ATIONS.........................................................................·......................................................... 10 10. REFERENCES ................................................................................................................................... 12 I I List of Fi!!ures Figure 1 Site Map List of ADDendices I I Appendix C Computerized Regulatory Agency Database Research . The Department of Environmental Health for San Diego County (Arco Service Station) The Department of Environmental Health for San Diego County (Telegraph Canyon Union Service Station) Appendix A Appendix B Phase I Environmental Site Assessment Arco Service SIation/Telegraph Canyon Union Service SIation ChuIa Vista, CA 3202-02 Dudek & Associates, Inc. I I I I I I I. Executive Summary A Phase 1 Environmental Site Assessment was perfonned for the Arco Service Service Station located at 495 Telegraph Canyon Road in Chula Vista, California (site 1) and the Telegraph Canyon Union Service Station at SOl Telegraph Canyon Road in Chula Vista, California (site 2) in preparation for a road widening project on Telegraph Canyon Road. The [mdings of this investigation are based upon a review of historical aerial photos, a records review with the Department of Environmental Health of San Diego County, a search of environmental records by Environmental Data Resources, Inc. (EDR) and a limited site inspection. Infonnation gathered for this report indicated the following: · The Arco Service Station was reported for a leaky underground storage tank (LUST) in 1991 and mitigation was completed and the site investigation file closed in 1997. Another LUST was reported in 1999 and the site investigation file is currently open. The contents ofthe LUSTs were gasoline and waste oil. :&' · Telegraph Canyon Union Service Station reported a LUST in March 1999 and was the site investigation file was closed in January 2000. The site was then sold in September 2000 and three 10,000 gallon, double walled, fiberglass USTs were removed. Over-excavation of the impacted soil was conducted after the removal of the USTs. The site investigation file was then closed on April 16, 2001. The contents of the LUSTs were gasoline and waste oil. I I I I' .- I · A dry cleaner, near the site 1 and site 2, was identified in the Resource Conservation and Recovery Act Database (RCRIS) as generating, storing, treating with, and disposing of hazardous materials. No unauthorized releases have been reported. Two service stations in the vicinity of the sites were identified as having LUSTs. Both of the sites are west of the subject sites and it is unlikely that they have an impact on the subject sites. · Sinçe soil will be disturbed on site 1 and site 2 the City of Chula Vista should develop a work plan for the Telegraph Canyon Road widening project 1. Introduction A Phase I Environmental Site Assessment was perfonned according to the guidelines stipulated in the American Society for Testing and Materials Standard E 1527, "Standard Practice for Environmental Site Assessments: Phase 1 Environmental Site Assessment Process" for two service stations located in Chula Vista, California in preparation for a road widening project on Telegraph Canyon Road. Phase I Environmental Site Assessment MCO Service Station/Telegraph Canyon Union Service Station Chula Vista, CA 3202-02 Dudek & Associates, Inc. 2 1.1. Assessment Procedure and Scope of Investigation I I I I Phase I Environmental Assessment reviews assist in identifying past and present land use, including identification of possible on-site releases or disposal of manufacturing or other wastes if such infonnation is contained within regulatory reports, files and/or is currently visible on-site. The assessment reviews Local, County, State, and U.S. Environmental Protection Agency lists of known or potentially hazardous waste sites, landfills, and sites currently under investigation for environmental violations that may be of concern to this site (Appendix A). The scope ofthe environmental investigation consisted of: 1) a review of records kept by the Department of Environmental Health for both sites (Appendix B and C)¡ 2) a computerized data base search of regulatory agency records (Appendix A); 3) a review of historical aerial photographs (Table 1); 4) a brief inspection of both sites; and 5) the preparation of this Phase I Environmental Assessment Report detailing the findings of the investigation. 2. Locations of Sites The Arco Service Station is located at 495 Telegraph Canyon Road Chula Vista CA (site 1) at the northwest comer of the intersection of Telegraph Canyon Road and Halecrest Drive (Figure I). It is bordered to the north by a residential community and to the west by vegetation and the on-ramp to Interstate-80S. I I The Telegraph Canyon Union Service Station is located at 501 Telegraph Canyon Road Chula Vista CA (site 2) at the northeast comer of the intersection of Telegraph Canyon Road and Halecrest Drive (Figure 1). It is bordered to the north and east by parking lots for a shopping area. 3. Site Reconnaissance I Currently the Arco Service Station is accessible from Telegraph Canyon Road and Halecrest Drive. The Arco Service Station gas pumps lie parallel to Halecrest Drive (Figure I). The service station and office are located on the northern section of the property. The gasoline USTs are on the eastern side ofthe property between the service station building and Halecrest Drive. The waste oil UST is located west of the service station. A soil vapor extraction system is located directly behind the northeast side of the Phase I Environmental Site Assessment Area Service Station/Telegraph Canyon Union Service Station Chula Vista, CA 3202-02 Dudek & Associates, Inc. 3 service station. A parking lot for the station lies parallel to the north bound on-ramp of Interstate-80S. I I I I I I The Telegraph Canyon Union Service Station is accessible ITom Telegraph Canyon Road and Halecrest Drive. The gas pumps lie perpendicular to Halecrest Drive (Figure 2, Appendix C). The gasoline USTs are on the south-west side of the property. The fonner waste oil UST Was located on the north-east corner of the property. The car wash and station building are located on the northern section of the property. Geology (Soil Type and Conditions) The subject sites are characterized as urban land and the sub-soil consists of fine to medium-grained sand and silty sand (EDR, 2001). The site is located approximately 200 feet above mean sea level (msl). Hydrogeology (Groundwater Depth and Flow) Hydrologically, the site is located within the La Nacion Hydrologic Sub-area (HAS) within the Sweet Water Hydrologic Unit. Groundwater within the La Nacion HAS is designated as having beneficial use for municipal, agricultural, and industrial supply purposes [Regional Water Quality Control Board (RWQCB), 1994]. Estimated depth to groundwater for the site is 180 feet below land surface (bls) (RWQCB, 1994). The groundwater flow is generally south to south west (EDR, 2001). Vegetation No areas of distressed vegetation were observed for the Arco Service Station or the Telegraph Canyon Union Service Station during the limited site visit. I I I I I Indications of Solid or Liquid Waste Dumping or Disposal Due to the limited site access indications of solid or liquid waste dumping or disposal were not thoroughly investigated. Abnormal'Odor There were no abnonnal odors observed during the limited site visit. Recent Soil Disturbances No areas of recent soil disturbances were observed at the site. Phase I Environmental Site Assessment Arco Service StationlTelegraph Canyon Union Service Station Chula Vista, CA 3202-02 Dudek & Associates, Inc. 4 4. Review of Historical Aerial Photographs . I I I I Historical Aerial Photographs were reviewed at Aerial Photobank, Inc., located at 6181 Cornerstone Court East, Suite 106, San Diego, CA. The photographs provided background infonnation needed to assess the possibility of historical and present environmental concerns. Historical aerial photos were reviewed for the time period 1953. 1964, and 1975 - 2000. Site 1 and site 2 were not present in the photos ftom 1953 and 1964. It was not detennined when construction began, but the Arco Service Station and the Telegraph Canyon Union Service Station were present in an aerial photo ftom 1975. The aerial photos ftom 1975 to 2000 indicate no changes in land use. 5. Department of Environmental Health Records Review The Department of Environmental Health (DEH) for San Diego County maintains files on sites which are under investigation and conducting remedial action. Both the sites investigated had files with the Department of Environmental Health. The files for the sites included certificates of equipment testing, hazardous materials management plans, emergency response plans, business plans, notes on compliance investigations, consultants reports of findings and correspondence to and ftom the DEH regarding the status of the investigation and/or remediation at the site. Dudek reviewed the files at the DEH, 1255 Imperial Avenue, San Diego on November 9, 2001. The findings are summarized below. I The Arco Service Station at 495 Telegraph Canyon Road reported a release ftom an underground storage tank (UST) in April 1991 and proceeded to conduct remedial action. Consultant reports detailing the investigation can be found in Appendix B. Closure was obtained in March 1997 as indicated in a letter to Arco ftom the DEH (Appendix B). In 1999, due to another unauthorized release ftom a UST, the Arco site was referred to the local oversight program (LOP). Currently, the site is open and under mitigation. m II I The Telegraph Canyon Union Service Station (fonner Shell Service Station) at 501 Telegraph Canyon Road reported a release ftom a UST in March 1999. Remedial action ensued and closure was granted in January 2000. The site was reopened for investigation when it was sold in September 2000 and during removal ofUSTs concentrations ofTPH- g, benzene and MTBE were detected in the soiL Closure was granted in April 2001 by the DEH in a letter to the owner of the Telegraph Canyon Union Service Station [fonner Shell Service Station](Appendix C). Phase I Environmental Site Assessment Arco Service Station/Telegraph Canyon Union Service Station Chula Vista, CA 3202-02 Dudek & Associates, Inc. 5 I I I I I 6. Public Agency Records Search Review The regulatory database gives a listing of sites, within a one-mile radius of the subject site, which are known to be hazardous waste generators or polluters. Information in these listings includes the location of the site relative to the subject site, sources of pollution, and the status of the site. The search performed for this assessment was conducted in November by Environmental Data Resource, Inc. (EDR) located 3530 Post Road Southport, Connecticut. The complete database search document is included in Appendix A. There were thirteen facilities (eleven of which are off site) identified in the overall database search. The following describes which databases were searched and how many facilities were identified within those databases: 6.1. U.S. Environmental Protection Agency (EPA) Federal Sources The following computer databases were included in this search: ¡.'" .q, I ACRONYM DATABASE SEARCH DISTANCE NPL National Priorities List 1 mile CORRACTS Resource Conservation and Recovery Act 1 mile (RCRA) Corrective Action CERCLIS Comprehensive Environmental Response, 1/2 mile Compensation and Liability Act NFRAP No Further Remedial Action Planned 1/2 mile (CERCLIS) TSD RCRA permitted treatment, storage or disposal 1/2 mile facilities RCRIS Resource Conservation and Recovery Act 1/2 mile TRIS Toxic Release Inventory Database TP GNRTR RCRA registered small or large generators of 1/8 mile hazardous waste ERNS Emergency Response Notification System of TP spills The Arco Service Station and the Telegraph Canyon Union Service Station were not identified in the Federal computerized regulatory database records. Two surrounding Phase I Environmental Site Assessment Arco Service StationlTelegraph Canyon Union Service Station Chula Vista, CA 3202-02 Dudek & Associates, Inc. 6 sites were identified in the Federal regulatory records including a dry cleaner and a photo processing plant. More details are provided in section 7.6 regarding the findings. I I I I I 6.2. California State or Local Sources The following computer databases were included in this search: ACRONYM DATABASE SEARCH DISTANCE Notify 65 Proposition 65 database I mile CHMIRS California Hazardous Material Incident Report I mile CORTESE State Inde¡¡ of Properties With Hazardous Waste I mile TOXIC PITS Toxic Pits Cleanup Facilities I mile WATER WELLS Federal and State Drinking Water Sources I mile LUST Leaking Underground Storage Tank 1/2 mile CA Fill UST Facility Inventory Database 1/4 mile UST Registered Underground Storage Tanks 1/4 mile HIST UST Historical UST Registered Database 1/4 mile HAZNET Hazardous Waste Manifest 1/4 mile I I The Arco Service Station and the Telegraph Canyon Union Service Station were identified in the state computerized regulatory database. The Arco Service Station was identified seven times in the state computerized regulatory database. Telegraph Canyon Union Service Station was identified three times in the state computerized regulatory database records. Eight surrounding sites were identified in the state regulatory database. More details are provided in section 7.6 regarding the findings. ..: p I 6.3. County Sources The following computer databases were included in this search: Phase I Environmental Site Assessment Area Service Station/Telegraph Canyon Union Service Station Chula Vista, CA 3202-02 Dudek & Associates, Inc. 7 I I I I I I ACRONYM DATABASE SEARCH DISTANCE HEI? SD County unauthorized release list I mile The subject site was not identified in the county computerized regulatory database records. All 10 sites were listed in the regulatory records for county sources. The findings are discussed in section 7.6. 6.4. Regional Sources The following computer databases were included in this search: ACRONYM DATABASE SEARCH DISTANCE LUST Leaking Underground Storage Tank I mile SWLF Solid Waste Information System I mile The subject site was not identified in the regional computerized regulatory database records. There were three sites listed in the regulatory records for regional sources, which are discussed in section 7.6. 6.5. Operating Permits The following computer databases were included in this search: I ACRONYM DATABASE SEARCH DISTANCE AST San Diego County Environmental and State TP Water Resources Control Board !ØI j I The Arco Service Station and the Telegraph Canyon Union Service Station were not identified in the regional computerized regulatory database records. There were no surrounding sites listed in the regulatory records for operating pennits. 6.6. Detailed Regulatory Database Search Review The complete EDR search (Appendix A) references all facilities listed in the regulatory computer database within one mile of the subject site. Many of the sites listed were cited Phase I Environmental Site Assessment Arco Service Station/Telegraph Canyon Union Service Station Chula Vista, CA 3202-02 Dudek & Associates, Inc. 8 I I I I I for violations regarding chemicals (e.g. inadequate employee training records) or had underground storage tanks. The following details the findings at each of the facilities where pollutants affected the soil and/or groundwater: . The Arco Service Station was identified seven times in the database search. In March of 1991, three gasoline steel USTs were removed and replaced with four 10,000 gallon and one-550 gallon double walled fiberglass USTs with double walled piping. Soil samples were collected from the fuel UST excavation and piping trench. Soil samples collected by Brown and Caldwell indicated total petroleum hydrocarbon (TPH) concentrations ranging from non-detectable [<5 milligrams per kilogram (mglkg)] to 8,700 mglkg; analysis of soil samples from the waste oil UST excavation for total recoverable petroleum hydrocarbons (TRPH) did not indicate detectable concentrations. A soil vapor extraction system (VES) was installed and operated off and on from April 1993 through May 1996. The County of San Diego confinned the completion of the site investigation and remedial action in March of 1997. In August 1999 a second UST release occurred and is currently active. For additional information regarding remedial activities please refer to Appendix B (Figure I). I . The Telegraph Canyon Union Service Station was identified three times in the database search. On March 4, 1999 Wayne Perry, Incorporated personnel removed one 550 gallon waste oil UST. Soil samples were collected from beneath the former waste-oil UST inverts at depths of 10 and II feet bgs. TRPH was detected in both samples collected at 7,400 mglkg (BTW) and 39,200 mglkg (BTE). Based on chemical data, over- excavation activities were perfonned on April 8, 1999. In September 2000 a second UST release occurred and is currently inactive. The County of San Diego confirmed the completion of the site investigation and remedial action in April of 200 I. For additional infonnation regarding remedial activities refer to Appendix C. I .. Thrifty #107 is located west of the site approximately 0.5 miles west of the , subject site. A leaky underground storage tank (LUST) was reported in November 1997. The substance was gasoline and the tanks were excavated. The case is currently open. The soil was the only media affected; therefore it is not expected there will be any impact on the subject site. In addition, Thrifty # 107 is down gradient of the subject site. Phase I Environmental Site Assessment Arco Service StationlTelegraph Canyon Union Service Station Chula Vista, CA 3202-02 Dudek & Associates, Inc. 9 6.7. Federal and State Drinking Water Sources I I I I I i There are no USGS water wells located within one mile of the subject site. 7. Conclusions Information obtained during the Phase I Environmental Site Assessment indicated the possibility of soil contamination from leaking underground storage tanks. Contamination from the off-site sources (LUSTs) listed in the regulatory database search is not expected as these sites are a half of a mile west of the subject site. In addition, groundwater flow is generally south to south west (EDR, 2001), thus, reducing the likelihood of contamination from these off-site sources. 8. Recommendations ' After reviewing the information gathered during preparation of this report, it appears further site investigation for hazardous waste is not warranted. However the following recommendation is made: . Since soil will be disturbed on the Arco Service Station, Site 1 and the Telegraph Canyon Union Service Station, Site 2, the City ofChula Vista should develop a work plan for the Telegraph Canyon Road widening project to address the hazardous material and waste present on Site I and Site 2. The work plan should also discuss screening and disposal of contaminated soil if encountered during the project. A site Health and Safety Plan should be prepared to address health and safety issues associated with the road widening project. I 9. Limitations !TITII I The findings and conclusions presented in this report are professional opinions based solely upontþ.e indicated data described in this report, visual observations of the site and vicinity and our interpretation of the available historical information and documents reviewed. Dudek & Associates, Inc. makes no warranty as to the accuracy of statements made by others or the accuracy of information included in documentation reviewed in connection with tills study. It should be recognized that tills study was not intended to be a definitive investigation of potential contamination at the site and that the recommendations do not necessarily include all conditions that may be present. Because the scope of the investigation was limited, it is possible that currently unrecognized conditions or contamination might exist at the site. I Phase I Environmental Site Assessment Arco Service Station/Telegraph Canyon Union Service Station Chula Vista, CA 3202-02 Dudek & Associates, Inc. 10 I I No warranties or guarantees or representations, expressed or implied, are made by Dudek & Associates, except that this report has been prepared in accordance with current generally accepted practices and standards consistent with the level of care and skill exercised under similar circumstances by other professionals performing the same or similar services. The conclusions are intended exclusively for the purpose outlined herein and may not be suitable to satisfy the needs of other users. Thus, any use or reuse ofthis document is at the sole risk of said user. I I I I Phase I Environmental Site Assessment Arco Service Station/Telegraph Canyon Union Service Station Chula Vista, CA 3202-02 Dudek & Associates, Inc. 11 I I I 10. References Regional Water Quality Control Board, 1994. Water Quality Control Plan for San Diego Basin (9). I I r- ~. I I I Phase I Environmental Site Assessment ArCD Service Station/Telegraph Canyon Union Service Station Chula Vista, CA 3202-02 Dudek & Associates, Inc. 12 - . l <--:::~;%r7~ ~~-:/ ~ c: "c,'6U ~ --~-----/ /' G> '" c: v. ~ / ----- \ ./ ",\ / \ ! \~ ~ It I I I I , ill I I I þ ." " I a ,,~ "\ , I iit ,.... f17 $ 1 Q ~ 6 /~ ~ / ~¿D , L."~ / C··~"~/ /!. ~~E1--- i' ", " /' / / I ~~~~-li> .! / "A"'CR~sr alI( / f- '\ :to- p,) ~ ¡ <20\ J> ;;0 mOm -i0_ J>m-i :jmm O;;o~ z< n m . ) c. . .r ,1 ,t "r~' , '~ :'\ « \ " ; "'1:' i:\ ~ ~ , -t ~ .~ m r :\ m + G'Jcn" 0 :z::. ~~::¡G'J . - . z »1Jmc: q cn:rš;:;:u ~ - ~ ma»m ~»1J-1I. Z 6 ~ z D r m G'J m z o ¡g '" ~ <) .... \Q BJ ,,,. ,'''''''; l'PI)I~NI)IX II Traffic Report by Linscott, Law & Greenspan EASTERN CHULA VISTA TRAFFIC CAPACITY ENHANCEMENT TELEGRAPH CANYON ROAD CHULA VISTA, CALIFORNIA May 14, 2002 Prepared by: LINSCOTT LAW & GREENSPAN ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, CA 92108 (619) 299-3090 JB/NP 3-011105 (B) LINSCOTT LAW & GREENSPAN ENGINEERS T able Of Contents PAGE DESCRIPTION 1.0 Introduction/Project Description ................................................................................1 1.1 Introduction...... ................... ..... ...... ....... ............... ...........................................1 1.2 Project Description .........................................................................................1 2.0 Existing Conditions...................................···············:······················..···········..···········.4 2.1 Existing Street System ...................................................................................4 2.2 Existing Traffic Volumes........ .......................... ................. ............. .................5 2.2.1 Peak Hour Intersection Turning Movement Volumes ......................5 2.2.2 Daily Segment Volumes...............................··....·......·..··....·..·..........5 3.0 Analysis Approach & Methodology ...........................................................................8 3.1 Analysis Approach........................................·....·..··........................·..·........... 8 3.2 MethodOI09y............··················..·········..···········..·····································..····8 3.2.1 Signalized Intersections ...................................................................8 3.2.2 Street Segments.. .................. ........ .................. ......... ......................1 0 4.0 Significance Criteria...... ..... ..... ......................... ............. ............... .............. ..............11 4.1 Near Term (Study Horizon Years 0-4) .........................................................11 4.2 Long Term (Study Horizon Year 5 and beyond) ..........................................12 5.0 Analysis of Existing Traffic Conditions ....................................................................13 5.1 Existing Traffic Without Telegraph Canyon Road Improvement .................13 5.1.1 Peak Hour Intersection Levels of Service ......................................13 5.1.2 Daily Segment Levels of Service ...................................................13 5.2 Existing Traffic With Telegraph Canyon Road Improvement ......................15 5.2,1 Peak Hour Intersection Levels of Service ......................................15 5.2.2 Daily Segment Levels of Service ...................................................16 6.0 Analysis of Buildout Traffic Conditions........................·..·..·..·..................·........·......17 6.1 Buildout Traffic Volumes ..............................................................................17 6.2 Existing Traffic Without Telegraph Canyon Road Improvement .................17 6.2.1 Peak Hour Intersection Levels of Service ......................................17 6.2.2 Daily Segment Levels of Service ...................................................20 N:\1105\Te1egraph Cnyn\Report\110S-B.TOC.dOC Telegraph Canyon Road Capacity Enhancement LLG/San Diego LINSCOTT LAW & GREENSPAN ENGINEERS Table Of Contents (Continued) DESCRIPTION PAGE 6.3 Existing Traffic With Telegraph Canyon Road Improvement ......................20 6.3.1 Peak Hour Intersection Levels of Service ......................................21 6.3.2 Daily Segment Levels of Service ...................................................21 7.0 Speed Analysis ..... ......................... ........................ ....... ............... ............ ............ ....22 8.0 Conclusions.... .................. ......... .w........ ................... ......... ............. ........... ...". ........23 List Of Figures FIGURE PAGE 1. Vicinity Map ....... ........... ......... ............ ........... ............ ..........,... ........... ........... ........ ...........2 2. Project Area Map ............................................................................................................3 3. Existing Conditions Diagram ... .... ........ ..... ........ ............ ............ ......... ........ ... ...................6 4. Existing Traffic Volumes, Telegraph Canyon Road Corridor ADTs and AM/PM Peak Hours ......................................................................................7 5. Buildout Traffic Volumes, Telegraph Canyon Road Corridor ADTs and AM/PM Peak Hours ....................................................................................18 ii Telegraph Canyon Road Capacity Enhancement LLG/San Diego N:\1105\Telegraph Cnyn\Report\11 OS-B.TOC.doc: LINSCOTT LAW & GREENSPAN ENGINEERS List Of Tables TABLE PAGE 1. Existing Average Daily Segment Volumes ........................................................... 5 2. Level of Service Thresholds For Signalized Intersections ................................... 9 3. Existing Intersection Analysis Without and With Telegraph Canyon Road ImprovemenL.................................. 14 4. Existing Daily Segment Analysis Without and With Telegraph Canyon Road Improvement..................................... 15 5. Buildout Intersection Analysis Without and With Telegraph Canyon Road Improvement..................................... 19 6. Buildout Daily Segment Analysis Without and With Telegraph Canyon Road ImprovemenL.................................. 20 7. Telegraph Canyon Road Arterial Analysis.....................................................·...... 22 iii Telegraph Canyon Road Capacity Enhancement LLG/San Diego N:\1105\Telegraph Cnyn\Report\1105-B.TOC.dOC LINSCOTT LAW & GREENSPAN ENGINEERS Appendices APPENDIX A. Traffic Counts S. City of Chula Vista Segment Threshold Standards C. Peak Hour Intersection Analysis - Existing Traffic Volumes Without Telegraph Canyon Road Improvements D. Peak Hour Intersection Analysis - Existing Traffic Volumes With Telegraph Canyon Road Improvements E. Peak Hour Intersection Analysis - Suildout Traffic Volumes Without Telegraph Canyon Road Improvements F. Peak Hour Intersection Analysis - Suildout Traffic Volumes With Telegraph Canyon Road Improvements G. SYNCHRO Analysis Worksheets iv Telegraph Canyon Road Capacity Enhancement LLG/San Diego N:\11 05\Telegraph Cnyn\Report\1105-BTOC.doc LINSCOTT LAW & GREENSPAN ENGINEERS EASTERN CHULA VISTA TRAFFIC CAPACITY ENHANCEMENT TELEGRAPH CANYON ROAD CHULA VISTA, CALIFORNIA May 14, 2002 1.0 Introduction/Project Description 1.1 INTRODUCTION This study includes the analysis of Telegraph Canyon Road near 1-805 to determine the impacts of adding an additional lane on Telegraph Canyon Road between a point, 1,000 feet east of Halecrest Drive and I-80S. The analysis contained in this report includes peak hour intersection and daily segment operations for the existing and buildout time frames and average speed for the existing timeframe without and with the proposed improvements. Figure 1 depicts the project location and Figure 2 depicts the project limits. 1.2 PROJECT DESCRIPTION The proposed project consists of widening Telegraph Canyon Road by approximately 20 feet, from 1-805 to a point approximately 1,000 feet east of Halecrest Drive to provide an additional lane (from three to four lanes). The modified geometry with the improvements would change the existing geometry at the Telegraph Canyon Road./I-80S northbound ramp intersection from the existing three westbound lanes (one right-turn lane, one shared through/right lane and one through lane) to two exclusive right-turn lanes onto the 1-805 northbounçJ on-ramp and two westbound through lanes. The proposed width of Telegraph Canyon Road along this area varies but could increase by up to 24 feet in order to provide an additional westbound lane and maintain/provide the bike lane and a parkway. -1- Telegraph Canyon Road Capacity Enhancement LLG/San Diego 1105-B.Rep :-------~ ~.) , r--' ............ í ~___ RMRSIDE COUNTY - - ---s¡,¡ MOO 'êõiiñY CAMP PENDLETON ......................... ............-... ................-. ........... ................ ............................. ............................ ............................ ....... -......... ,-..... ". .............................. .............................. ............................... ............................... ............................ ................................ ................................. .................................. .................... -. -,............. ...................................... ...........,........................... H:::;;::I:::;::.::::::::;r:rtSmffi::.::.:.·.·.·... ,':::'::i':i::.:r:':--:~ ............ ,-... ............... ..... ..........-.... ..............".. :.rrI?:r:ri.:::!i::::H~~if~ ::/:::>:?::::::::........ .:.:.:.:.:.:.:.:.:.:.:.>:.:.:..:.:.:.:.'7..:':':':':'::':.:.:.:...:...:..::.:.:.:.:.:.:.>'ª..~. ::::::::::::::::::::..>::::::::::::.:>::::::0.::>::.::::::::::::::.::::::::.-.-.-:::::::::::::::::.:::.-...-...-: .......'..'::::.:::>::::::::::>:::::::.:.::::;;;i:::.::::::.::>::.:::::::..:::.:......'.......-.-:::. ..:.:.:.::::.>:.::..::::::::.:.:>:..::.::::.::::"4:::::..::.:.:.:..:.:........::::::::::::::.:.. :.::::::::::::::::::::::::::::::::::::::::::::::::::::::Þ::::::::.:,:.:.::.-:..:..:. Hu::::i:HHH..:::.Ë:HH0JÖ~ :::::::(:::':::::::'(·?k:·:·>~~ë ....:::::::::::··:·':':':':':':'·':':'>··>6":·::'>:'".. :»:::::::::::~:.... ::::.:::::::::.::::::::.:::::>::>:.k:.:::.:::.:::.::>.:::: ..:.:.... iCilllliil!liIJiiilr C::)!!!:ww . PROJECT SITE USA .£)(\CO ........................ ............... ..'.". ~ B ....... ............. ............ ............ ................ ....... .. ............ .. '... ................... ...... . ........................................... o .u SOURCE: LLG Engineers, 2000 LLGVCITY.DWG MILES LINSCOTT LAW &: GREENSPAN -2- TELEGRAPH CANYON Figure 1 VICINITY MAP ROAD CORRIDOR r.HIJl A VISTA CAPAClìY ENHANCEMENTS _ .... _ . ... ... ... n ... v~..:,... <::,«-:,:..,. ~ ~,,\.."I;i~-\ .: <!i ::~LJMiPL ~ ~...' ~" "w/'!f!:J ;o-1tWtl..4 '8.~....~"?,:·c-<¡ ¥Qi!':' ,r"', .... \. CT: l Q! 0J':~·':·'·"'~\.. ù.~ P·'. \l.1:)':;~....: =<:. g .' ,0;:..«) .' {?~ Z'; : -J. <0 ....<!.\""; :. ."'~.~" I, ,?-()S~\-"'è,i(:ÊSPUElAS .Þ.(. ;:..... . v. ,c:,£ . '-\G' "'J'~': ',," '?i"-' '; SERR~\;-···· ~ Bt c,\..g:.\>.... ~ ~.....' ~ 0'-t:f.....~(':,f:!5 6QO ~ ~Nt~_ ~ , )-1'":-':"" 1 fAS MARGUERlTi ZPASDlP,I,SO: 3 PAS U. CFŒST~ . cr . :" . ;'" .~ ...., .:......:..:~ CHULA VISTA W MED eTR HOSP I..,DIf:.t. . (c . 4'~ê.f ". {' VISTA HILL '..! HOSP ;-.. \~ I. i ..,... ............. ...... .... --' ....--.."., __n '. " ... '. " ,.....: LEGEND ? --- Project Limits SOURCE: San Diego Aeriol Foto-Mop Book NO SCALE Figure 2 PROJECT AREA MAP -3- TELEGRAPH CANYON ROAD CORRIDOR CHULA VISTA CAPACITY ENHANCEMENTS LINSCOTT lAW & GREENSPAN ENGINEERS LINSCOTT LAW & GREENSPAN ENGINEERS 2.0 Existing Conditions 2.1 EXISTING STREET SYSTEM The City of Chula Vista Standards indicate that Expressways should be 104 feet wide in 128 feet of right-of-way (RIW), providing six through lanes, a 16 foot wide raised median/left-turn lane and emergency parking or bike lanes. Prime Arterials should be 104 feet wide in 128 feet of RIW providing six lanes, a 16- foot wide median/left-turn lane and emergency parking or bike lanes. Six-Lane Majors should be 104 feet wide in 128 feet of RIW providing six thru lanes and a 16 foot wide raised median/left-turn. Four-Lane Majors should be 80 feet wide in 104 feet of RIW, providing four through lanes, a 16-foot wide median/left-turn lane separating the two directions of traffic flow. However, variations exist for this class of roadways in commercial areas. Class 1 Collectors should be 74 feet wide in 94 feet of RIW, providing four through lanes and curbside parking or bike lanes. Class 2 Collectors should be 52 feet wide in 72 feet of RIW, providing two through lanes and curbside parking with a continuous two-way left lane. Class 3 Collectors should be 40 feet wide in 60 feet of RIW with two through lanes and curbside parking. Telegraph Canyon Road Telegraph Canyon Road provides east-west access to the city of Chula Vista and is one of the important routes accessing 1-805. Telegraph Canyon Road is classified as a Six- Lane Major west of Paseo del Rey, and as a Six-Lane Prime Arterial from Paseo del Rey to Otay Lakes Road/La Media Road. East of this intersection, this six-lane prime arterial facility continues as Otay Lakes Road. Currently, it is generally a six-lane facility. Bike lanes exist on both sides of the road and bus stops are located intermittently along Telegraph Canyon Road. On-street parking is prohibited. The posted speed limit is 40 mph from 1-805 to Crest Drive/Oleander Avenue, 45 mph from Crest Drive/Oleander Avenue to Old Telegraph Canyon Road, and 50 mph from Old Telegraph Canyon Road to Otay Lakes Road/La Media Road. -4- Telegraph Canyon Road Capacity Enhancement LLG/San Diego 1105-B.Rep LINSCOTT LAW & GREENSPAN ENGINEERS Figure 3 shows the existing conditions diagram. 2.2 EXISTING TRAFFIC VOLUMES 2.2.1 PEAK HOUR INTERSECTION TURNING MOVEMENT VOLUMES AM and PM peak hour intersection turning movement volumes were collected on 10/03/01 at the following study area intersections: » Telegraph Canyon Rd.lNacion Ave. » Telegraph Canyon Rd.l1-805 SB Ramps » Telegraph Canyon Rd.l1-805 NB Ramps » Telegraph Canyon Rd.lHalecrest Dr. » Telegraph Canyon RdNons Dwy. » Telegraph Canyon Rd.lCrest Dr. Figure 4 depicts the existing AM and PM peak hour volumes. Appendix A contains the manual turning movement volume count sheets. 2.2.2 DAILY SEGMENT VOLUMES Table 1 summarizes the daily freeway and surface street segment volumes on key segments in the project area and the year the counts were recorded. The freeway volumes were obtained from Caltrans and the surface street segment volumes were obtained from the City of Chula Vista. TABLE 1 EXISTING AVERAGE DAILY SEGMENT VOLUMES SEGMENT SOURCE YEAR OF ADT COUNT Interstate 805 East "H" 51. to Telegraph Canyon Rd. Caltrans 2001 185,700 Telegraph Canyon 51. to Olympic Pkwy. Caltrans 2001 157,300 TELEGRAPH CANYON ROAD West of Nacion Ave. City of Chula Vista 1999 20,000 Nacion Ave. to Halecrest Dr. City of Chula Vista 1999 49,200 Halecrest Dr. to Crest Dr. City of Chula Vista 2000 52,400 Crest Dr. to Paseo Del Rey City of Chula Vista 2002 54,300 1105-B.Rep Telegraph Canyon Road Capacity Enhancement LLG/5an Diego 'of) ~a::: ~ ~g UJ ~! ::;¡ ~æ I.JJ Q) U -a::: ~ Co z L.. u :J en z Zc I.JJ en 0 ê5 ~ .- ~a::: ~ u.. ~Z 8~ ~ C>~ Zu :> Ha ~:J: :'5 ~ ~~ ::::I :J: U § rïJä1 ~ .tAla &'NOd ~ ~ ii~ -. -. ~ '3c \~ ~ >. 0>, ~o ,,~ 0" °0 "'0 ... " CD-o "CD .:;: "0 'õ :1E o c" c ::> ClCD CD .-C:G>c: cnoco , 0- ()~- .- L.. ..... Q) O::J ......>< 0 0._ ~'- "'1Df-~ o f- Z I I I I I.JJ. ::::10 8@ffiNV ...J " - ~ ~~ co a: - () 'Ii; :: ~ G:i <õ a: ¡¡: Z r- ~ r- <J1 O""'Z U ~I.U rJJ>w z"'''''' _<!" -,-,,,,, '" OJ H([ ~ ..(f(([ GArO.1 II ' ,'- o. / .... " -06 /09 '0 /0. gtf;'06J 'I/O/~ B:li 8.dy og /g:~ 'ill' ~O 1 fi?OO 0 -&2! a &",o~ ~ t"l 'V co oã-~ - ,_ fOcvf5 N ~~à- ~ ...~ 8- ....... ..;1"', .:::: o~/Ot '" 01/01 0.( /0.,. r 02'/0£ 01;: J o£l/g:~ 'i I I' , 000 :G~"" ~~~ ",00 _fflcv o o .... c-i I{) ~~ o z ~,,'r$ 606 ~ tf) 0:: VI (f) UJ 0 0:: !ž :::EO=> w ::>-0 :::::E (J) 5 8ê:J: ~ L. >8~ ~ ::s U LSz C> ¡¡:~a. I.JJ .- ~0:::E ?:: LL ~O::Q. u I- ,,< c>~:2E ð z>-< ~~ g xU 5 UJ:J: ~ ~ ~ :5 ::> :I: U ., L- a OJ OJ "c Eo :J~ -0 0., > OJ L- L- ., ::S+' oc .c 0- .:>f." a.c .,.... a...... a :::;;c a..¡t '-0 :::;;.c '" '" <OJ '" 0 ~ '- c '" Ii 0 W '- g It) It) f- a 0 0 ~ z '" '" ¡¡: r- « r- 0.. OiJ'; U~Z ,_ _ I..U ""'~ W Z....o:: - « ,~ ....J....J,-, LINSCOTT LAW & GREENSPAN ENGINEERS 3.0 Analysis Approach & Methodology 3.1 ANALYSIS APPROACH The key study area intersections and segments were analyzed under existing and Buildout traffic conditions initially, with existing intersection geometry and segment capacities. The improvement in LOS due to an additional (fourth) westbound lane from a point 1,000 feet east of Halecrest Avenue to the 1-805 northbound on-ramp was then calculated under each of the conditions. The results of this analysis are included in this report. 3.2 METHODOLOGY The measure of effectiveness for intersection operations is level of service. In the 2000 Highway Capacity Manual (HCM), Level of Service for signalized intersections is defined in terms of delay. The level of service analysis results in seconds of delay expressed in terms of letters A through F. Delay is a measure of driver discomfort, frustration, fuel consumption, and lost travel time. 3.2.1 SIGNALIZED INTERSECTIONS For signalized intersections, level of service criteria are stated in terms of the average control delay per vehicle for a 15-minute analysis period. Control delay includes initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. Table 2 summarizes the delay thresholds for signalized intersections. Level of service A describes operations with very low delay, (I.e. less than 10.0 seconds per vehicle). This òccurs when progression is extremely favorable, and most vehicles arrive during the green phase. Most vehicles do not stop at all. Short cycle lengths may also contribute to low delay. Level of service B describes operations with delay in the range 10.1 seconds and 20.0 seconds per vehicle. This generally occurs with good progression and/or short cycle lengths. More vehicles stop than for LOS A, causing higher levels of average delay. -8- Telegraph Canyon Road Capacity Enhancement LLG/San Diego 1105-BHep LINSCOTT LAW & GREENSPAN ENGINEERS TABLE 2 LEVEL OF SERVICE THRESHOLDS FOR SIGNALIZED INTERSECTIONS AVERAGE CONTROL DELAY PER VEHICLE LEVEL OF SERVICE (SECONDSNEHICLE) 0.0 .:': 10.0 A 10.1 to 20.0 B 21.1 to 35.0 C 35.1 to 55.0 D 55.1 to 80.0 E ? 80.0 F Source: Highway Capacity Manual, 2000. Level of service C describes operations with delay in the range 20.1 seconds and 35.0 seconds per vehicle. These higher delays may result from fair progression andlor longer cycle lengths. Individual cycle failures may begin to appear. The number of vehicles stopping is significant at this level, although many still pass through the intersection without stopping. Level of service D describes operations with delay in the range 35.1 seconds and 55.0 seconds per vehicle. At level D, the influence of congestion becomes more noticeable. Longer delays may result from some combination of unfavorable progression, long cycle lengths, or higher vlc ratios. Many vehicles stop, and the proportion of vehicles not stopping declines. Individual cycle failures are more frequent. Level of service E çJescribes operations with delay in the range of 55.1 seconds to 80.0 seconds per vehicle. This is considered to be the limit of acceptable delay. These high delay values generally indicate poor progression, long cycle lengths, and high vlc ratios. Individual cycle failures are frequent occurrences. ' Level of service F describes operations with delay in excess of over 80.0 seconds per vehicle. This is considered to be unacceptable to most drivers. This condition often occurs with over-saturation (Le., when arrival flow rates exceed the capacity of the intersection). It may also occur at high vlc ratios below 1.00 with many individual cycle failures. Poor progression and long cycle lengths may also be major contributing causes to such delay levels. -9- Telegraph Canyon Road Capacity Enhancement LLG/San Diego 1105-B.Rep LINSCOTT LAW & GREENSPAN ENGINEERS The following intersections were analyzed in this report: · Telegraph Canyon Rd./Nacion Ave. · Telegraph Canyon Rd./I-805 SB Ramps · Telegraph Canyon Rd./I-805 NB Ramps · Telegraph Canyon Rd./Halecrest Dr. · Telegraph Canyon Rd.Nons Dwy. · Telegraph Canyon Rd./Crest Dr. 3.2.2 STREET SEGMENTS The street segments were analyzed on a daily basis by comparing the daily traffic volume (ADT) to the Chula Vista Standard Street Classification Table. This table is shown in Appendix C and provides Level of Service estimates based on traffic volumes and roadway characteristics. The following scenarios were analyzed in this study: · Existing Traffic Without Telegraph Canyon Road Improvements · Existing Traffic With Telegraph Canyon Road Improvements · Buildout Traffic Without Telegraph Canyon Road Improvements · Buildout Traffic With Telegraph Canyon Road Improvements -10- Telegraph Canyon Road Capacity Enhancement LLG/San Diego 1105-B.Rep LINSCOTT LAW & GREENSPAN ENGINEERS 4.0 Significance Criteria The criteria utilized to determine if a traffic impact at an intersection, street segment or freeway is considered significant, is outlined below and is based on City of Chula Vista standards. Significant impacts can be characterized as either project Specific or cumulative project impacts. In addition, there are different criteria depending on the time frame of the analysis, short-term (pre-Year 2005) and long-term (Year 2005 or later). 4.1 NEAR TERM (STUDY HORIZON YEARS 0-4) Intersections (Study Horizon Years 0 - 4) A) Direct project impact if both the following criteria are met: 1) Level of service is LOS E or LOS F. 2) Project trips comprise 5% or more of entering volume. B) Cumulative impact if only #1 is met. Street Segments (Study Horizon Years 0 - 4) If ADT methodology indicates LOS C or better, impact is not significant. If ADT methodology indicates LOS D, E or F, the Growth Management Oversight Committee (GMOC) method should be utilized. The following criteria would then be utilized. A) Direct project impact if all of the following criteria are met: 1) Level of service is LOS D for more than 2 hours or LOS ElF for one hour GMOC criteria. 2) Project trips comprise 5% or more of segment volume. 3) Project adds greater than 800 ADT to segment. B) Cumulative impact if only #1 is met. -11- Telegraph Canyon Road Capacity Enhancement LLG/San Diego 1105-B.Rep LINSCOTT LAW & GREENSPAN ENGINEERS 4.2 LONG-TERM (STUDY HORIZON YEAR 5 AND BEYOND) Intersections (Study Horizon Year 5 and Beyond) A) Direct project impact if both the following criteria are met 1) Level of service is LOS E or LOS F. 2) Project trips comprise 5% or more of entering volume. B) Cumulative impact if only #1 is met Street Segments (Study Horizon Year 5 and Beyond) Use the ADT methodology. A) Direct project impact if all three of the following criteria are met 1) Level of service is LOS D, LOS E, or LOS F. 2) Project trips comprise 5% or more of total segment volume. 3) Project adds greater than 800 ADT to the segment B) Cumulative impact if only #1 is met However, if the intersections along a LOS D or LOS E operating segment all operate at LOS D or better, the segment impact is considered not significant since intersection analysis is more indicative of actual roadway system operations than street segment analysis. If the segment LOS is LOS F, the impact is significant regardless of the intersection LOS. The impact is direct if the project is responsible for over 5% and cumulative if less than 5 %. Notwithstanding the foregoing, if the impact identified in paragraph "A" under Street Segments (Study Horizon Year 5 and Beyond), above occurs at study horizon year 10 or later, and is offsite and not adjacent to the project, the impact is considered cumulative. In the event a direct identified project specific impact in paragraph "A" under Street Segments (Study Horizon Year 5 and Beyond), above occurs at study horizon year 5 or earlier and the impact is offsite and not adjacent to this project, but the property immediately adjacent to the identified project specific impact is also proposed to be developed in approximately the same time frame, an additional analysis may be required to determine whether or not the identified project specific impact would still occur if the development of the adjacent property does not take place. If the additional analysis concludes that the identified project specific impact is no longer a direct impact, then the impact shall be considered cumulative. -12- Telegraph Canyon Road Capacity Enhancement LLG/San Diego 1105-B.Rep LINSCOTT LAW & GREENSPAN ENGINEERS 5.0 Analysis of Existing Traffic Conditions 5.1 EXISTING TRAFFIC WITHOUT TELEGRAPH CANYON ROAD IMPROVEMENTS Under this condition, intersection and segment analysis were conducted with existing traffic, intersection geometry, and segment capacities, prior to the Telegraph Canyon Road improvements. Following is a description of the results of these analyses. 5.1.1 PEAK HOUR INTERSECTION LEVELS OF SERVICE Table 3 summarizes the existing AM and PM peak hour intersection analysis results at the key intersections without improvements. As seen in Table 3, all signalized intersections are calculated to currently operate at LOS 0 or better except the Telegraph Canyon Road/l-80S SB Ramps intersection during the PM peak hour (LOS E) and Telegraph Canyon Road/I-80S NB Ramps intersection during the AM peak hour (LOS E). Appendix C contains the peak hour analysis work sheets. 5.1.2 DAILY SEGMENT LEVELS OF SERVICE Table 4 summarizes the existing daily segment levels of service on key segments without improvements. As seen in Table 4, all study segments are calculated to operate at LOS D or better under existing conditions. -13- Telegraph Canyon Road Capacity Enhancement LLG/San Diego 1105-BHep LINSCOTT LAW & GREENSPAN ENGINEERS TABLE 3 EXISTING INTERSECTION ANALYSIS WITHOUT AND WITH PROPOSED IMPROVEMENTS INTERSECTION PEAK EXISTING WITHOUT EXISTING WITH PERIOD IMPROVEMENTS IMPROVEMENTS DELAY LOS DELAY LOS Telegraph Cnyn. RdJNacion Rd AM 29.9 C 29.9 C PM 33.4 C 33.4 C Telegraph Cnyn. RdJI-S05 SB Ramps AM 33.S C 33.S C PM 61.6 E 61.6 E Telegraph Cnyn. RdJI-S05 NB Ramps AM 6S.9 E 54.1 D PM 34.0 C 29.9 C Telegraph Cnyn RdJHalecrest Ave. AM 41.3 D 23.3 C PM 27.9 C 19.2 B Telegraph Cnyn. Rd.Nons Dwy. AM 17.5 B 17.2 B PM 29.2 C 28.9 C Telegraph Cnyn. RdJCrest Dr. AM 32.3 C 32.3 C PM 40.3 D 40.3 D Note: Delay and LOS with improvements shown in Bold and italics. SIGNALIZED INTERSECTIONS AVERAGE CONTROL DELAY PER VEHICLE LEVEL OF SERVICE 0.0 < 10.1 to 21.1 to 35.1 to 55.1 . to > 10.0 20.0 35.0 55.0 80.0 80.0 A B C o E F -14- Telegraph Canyon Road Capacity Enhancement LLG/San Diego 110S-SHep LINSCOTT LAW & GREENSPAN ENGINEERS TABLE 4 EXISTING DAILY SEGMENT ANALYSIS TELEGRAPH CANYON ROAD WITHOUT AND WITH PROPOSED IMPROVEMENTS EXISTING WITHOUT EXISTING WITH STREET SEGMENT ROADWAY IMPROVEMENTS IMPROVEMENTS CLASS Capacity 1 Capacity 1 Volume LOS Volume LOS TELEGRAPH CANYON RD. West of Nacion Ave. Major Street 30,000 20,000 A 30,000 20,000 A Nacion to 1-805 Prime Arterial 50,000 49,200 C 50,000 49,200 C 1-805 to Halecrest Dr. Prime Arterial 2 50,000 52,400 D 58,300 3 52,400 c" Halecrest Dr. to Crest Dr. Prime Arterial 50,000 52,400 D 50,000 52,400 D Crest Dr. to Pas eo Del Rey Prime Arterial 50,000 54,300 D 50,000 54,300 D Note: 1 City of Chula Vista Roadway Capacity Standards at LOS C. 2 Classified as a 6-lane Major Arterial but functions as a Prime Arterial. 3 LOS C capacity for 7-lane facility prorated from that for a 6-lane facility. 4 LOS with improvements shown in Bold and italics. 5.2 EXISTING TRAFFIC WITH TELEGRAPH CANYON ROAD IMPROVEMENTS Under this condition, intersection and segment analysis were conducted assuming existing traffic volumes with an additional westbound through lane from a point 1,000 feet east of Halecrest Avenue to the 1-805 northbound ramps. At the Telegraph Canyon Road/l-805 northbound ramps intersection, the westbound approach was assumed to have two through lanes and two right-turn lanes. Following is a description of the results of these analyses. 5.2.1 PEAK HOUR INTERSECTION LEVELS OF SERVICE Table 3 summarizes the existing AM and PM peak hour intersection analysis results at the key intersections with improvements. As seen in Table 3, with the propósed improvements, the delays at the Telegraph Canyon Roadll-805 NB Ramps and the Telegraph Canyon Road/Halecrest Avenue intersections are calculated to decrease with the improvements. -15- Telegraph Canyon Road Capacity Enhancement LLG/San Diego 1105-SHep LINSCOTT LAW & GREENSPAN ENGINEERS At the Telegraph Canyon Road/l-805 NB Ramps intersection, the LOS is calculated to improve from LOS E to LOS 0 in the AM peak hour. At the Telegraph Canyon Road/Halecrest Avenue intersection, the LOS is calculated to improve from LOS 0 to LOS C in the AM peak hour and LOS C to LOS B in the AM peak hour. Appendix C contains the peak hour analysis work sheets. 5.2.2 DAILY SEGMENT LEVELS OF SERVICE Table 4 summarizes the existing daily segment levels of service on key segments with the Telegraph Canyon Road improvements. The LOS C capacity for the improved segment of Telegraph Canyon Road (7-lane) was derived from the capacity for a 6-lane facility by increasing the capacity proportionately for an additional lane. As seen in Table 4, the segment of Telegraph Canyon Road from 1-805 to Halecrest Avenue is calculated to improve from LOS 0 to LOS C with improvements. 1105-BHep Telegraph Canyon Road Capacity Enhancement LLG/San Diego -16- LINSCOTT LAW & GREENSPAN ENGINEERS 6.0 Analysis of Buildout Traffic Conditions 6.1 BUILDOUT TRAFFIC VOLUMES The SANDAG buildout City/County Forecast Traffic Model was used to estimate traffic volumes for the buildout condition. The traffic model outputs freeway and street segment ADTs. These ADTs were utilized directly as output by the model. Another output from the SANDAG model is peak hour volumes. However, the SANDAG model output is not as accurate in determining peak hour intersection turn movements. SANDAG recommends that these output volumes should never be used directly. Therefore, peak hour turning movement volumes were estimated using a template in EXCEL developed by LLG to determine peak hour traffic at an intersection from future ADTs using the relationship between existing peak hour turn movements and the existing ADTs. This relationship will likely change once SR 125 is built. For example, if the segment ADT on the roadway is forecast to double by buildout, it is reasonable to assume that the peak hour intersection turn movement volumes will generally double. The construction of SR 125 was taken into account in determining the peak hour intersection volumes. Figure 5 depicts the buildout AM and PM peak hour intersection turning movement volumes and segment ADT volumes. 6.2 BUILDOUT ANALYSIS WITHOUT IMPROVEMENTS Buildout intersection and segment analysis were conducted initially with buildout traffic volumes and existing intersection geometry and segment capacities. Following is a description of the results of these analyses. 6.2.1 PEAK HOUR INTERSECTION LEVELS OF SERVICE Table 5 summarizes the buildout AM and PM peak hour intersection analysis results at the key intersections without improvements. As seen in Table 5, all signalized intersections are calculated to operate at LOS 0 or better. Appendix D contains the peak hour analysis work sheets. -17- Telegraph Canyon Road Capacity Enhancement LLG/San Diego 1105-BHep ~ I/ 0 '" 0 '" '- '- 0 0 '-'- I/ I/ CD <: ~ Eo <: :J+:; :J -0 0 o CD >f'! () '- '-CD >. :J~ ~ 0<: (3 .s;;-- ~'" 0_ o.s;; N'" CD~ 0-0 o.~ NO 0 ~ ~<: ~O 0.3: o¡;: '-0 Z- ~.s;; ~~ «I/ '" " '" 0 ~ W W ..... '" '" b () 0 a:: ;;,. g Z '" ::> 0 0 0 ~ ~ en " "" ¡¡; 18 llq ~ ~J\" ~gg,~Dl ggVD"J rD9V:Z a<t o. 'jgf - ~ t í lCI~% -,. goo 0 o -/.9~ 0 <o{¿;2 ~5: 0 :2 ~~ci- - ci-........, .".I.t)...r ..g$? -- ...... I/') ...... ~¡\,. ~g~D' oPVat- rO£/g: DZVi J o~l/gø~ ~ t í .. {¿oo /iJo f'.J5j"'> - ,,- " ( ) ad-"'- _,{" 0 0 ;:!o.... _:;?C'I ~ - .dJiq SNo.¡ 2lq ~~ Do~/, ..J¡ Dog -. 00 ~t Jt" ~o ~~ (\ t:{ gQ *' -f2 ~06t/OlÇ _ _0 /0 ,-- o~'/oç, a a a Ñ v ~~ o z It) Q) L. :J C) .- I..L. .... e06 ~"L" Ii] 0:: (/) CII ...,00:: iz """'O~ W ;:)-0 -I a:::::I: [5 ~~ ~ (.)~~ ~ gLJ... < a.. O::! ~ 0:: a.. () Z........ ~ IOO::! ð 0>-< ~~ ~ (.) - ~::I: ; >-~ ~ C) () W ~ r- <1: r- 0- o lJ1 U~Z _ u.J rJ'j-'1.L.I Z"'c:: -<1:" -'...J'-' LINSCOTT LAW & GREENSPAN ENGINEERS TABLE 5 BUILDOUT INTERSECTION ANALYSIS WITHOUT AND WITH PROPOSED IMPROVEMENTS INTERSECTION PEAK BUILDOUT WITHOUT BUILDOUT WITH PERIOD IMPORVEMENTS IMPROVEMENTS DELAY LOS DELAY LOS Telegraph Cnyn. RdJNacion Rd AM 43.4 D 43.4 D PM 33.0 C 33.0 C Telegraph Cnyn. RdJI-B05 SB Ramps AM 28.8 C 28.8 C PM 27.2 C 27.2 C Telegraph Cnyn. RdJI-B05 NB Ramps AM 39.7 D 35.7 D PM 23.1 C 22.7 C Telegraph Cnyn RdJHalecrest Ave. AM 32.7 C 23.2 C PM 26.1 C 19.8 B Telegraph Cnyn. RdNons Dwy. AM 16.1 B 13.2 B PM 30.0 C 23.6 C Telegraph Cnyn. RdJCrest Dr. AM 33.6 C 33.6 C PM 36.2 D 36.2 D Note: Delay and LOS with improvements shown in Bold and italics. SIGNALIZED INTERSECTIONS AVERAGE CONTROL DELAY PER VEHICLE LEVEL OF SERVICE 0.0 < 10.1 to 21.1 to 35.1 to 55.1 to > 10.0 20.0 35.0 55.0 80.0 80.0 A B C D E F -19- Telegraph Canyon Road Capacity Enhancement LLG/San Diego 1105-B.Rep LINSCOTT LAW & GREENSPAN ENGINEERS 6.2.2 DAILY SEGMENT LEVELS OF SERVICE Table 6 summarizes the build out daily segment levels of service on key segments. As seen in Table 6, all study segments are calculated to operate at LOS B or better under buildout conditions without improvements. TABLE 6 BUILDOUT SEGMENT ANALYSIS TELEGRAPH CANYON ROAD WITHOUT AND WITH PROPOSED IMPROVEMENTS BUILDOUT WITHOUT BUILDOUT WITH STREET SEGMENT ROADWAY IMPORVEMENTS IMPROVEMENTS CLASS Capacity 1 Capacity 1 Volume LOS Volume LOS West of Nacion Ave. Major Street 30,000 21,000 A 30,000 21,000 A Nacion Ave. to 1-805 Prime Arterial 2 50,000 25,000 A 50,000 25,000 A 1-805 to Halecrest Dr. Prime Arterial 2 50,000 42,000 B 58,3003 42,000 B4 Halecrest Dr. to Crest Dr. Prime Arterial 50,000 41,000 B 50,000 41,000 B Crest Dr. to Paseo Del Rey Prime Arterial 50,000 42,000 B 50,000 42,000 B Note: 1 City of Chula Vista Roadway Capacity Standards at LOS C. 2 Classified as a 6-lane Major Arterial but functions as a Prime Arterial. 3 LOS C capacity for 7 -lane facility prorated from that for a 6-lane facility. 4 LOS with improvements shown in Bold and italics. 6.3 BUILDOUT ANALYSIS WITH IMPROVEMENTS Under this condition, an intersection and segment analyses were conducted assuming buildout traffic volumes and an additional westbound through lane from a point 1,000 feet east of Halecrest Avenue to the 1-805 northbound ramps. At the Telegraph Canyon Roadfl-805 northbound ramps, the westbound approach was assumed to have two through lanes and two right-turn lanes. Following is a description of the results of these analyses. 1105-BHep Telegraph Canyon Road Capacity Enhancement LLG/San Diego -20- LINSCOTT LAW & GREENSPAN ENGINEERS 6.3.1 PEAK HOUR INTERSECTION LEVELS OF SERVICE Table 5 summarizes the AM and PM peak hour intersection analysis results at buildout, at the key intersections with improvements. As seen in Table 5, with the proposed improvements, the delays at the Telegraph Canyon Road/l-805 NB Ramps and the Telegraph Canyon Road/Halecrest Avenue intersections are calculated to decrease with the improvements. At the Telegraph Canyon Road/Halecrest Avenue intersection, the LOS is calculated to improve from LOS C to LOS B in the PM peak hour. Appendix D contains the peak hour analysis work sheets. 6.3.2 DAILY SEGMENT LEVELS OF SERVICE Table 6 summarizes the buildout daily segment levels of service on key segments with the Telegraph Canyon Road improvements. As seen in Table 6, all study segments are calculated to operate at LOS B or better with the Telegraph Canyon Road improvements. -21- Telegraph Canyon Road Capacity Enhancement LLG/San Diego 1105-B.Rep LINSCOTT LAW & GREENSPAN ENGINEERS 7.0 Speed Analysis An analysis of the Telegraph Canyon Road arterial between Crest Drive and the 1-805 southbound ramps was conducted under the governing peak morning condition, with the assistance of the Synchro (version 5.0) computer software. Synchro reports arterial operation information, such as speed and travel time, based upon the procedures found in Chapter 11 of the Highway Capacity Manual (HCM) 2000. The arterial analysis was completed using the current geometric conditions and then was completed again assuming the improvements along Telegraph Canyon Road were implemented. The improvement in overall average speed was then determined by comparing the analysis results. Table 7 shows the results of the analysis of Telegraph Canyon Road between the 1-805 southbound ramps and Crest Drive. This table shows a calculated average speed of 20.9 miles per hour between 1-805 and Crest Drive. The existing average speed on Telegraph Canyon Road between Halecrest and Medical Center Drives according to City Traffic Monitoring Program (TMP) data is currently 22.3 miles per hour. Table 1 shows that the provision of the fourth westbound thru lane on Telegraph Canyon Road results in an increase in average speed of 0.5 miles per hour. TABLE 7 TELEGRAPH CANYON ROAD ARTERIAL ANALYSIS AM PEAK HOUR WESTBOUND DIRECTION AVERAGE TRAVEL SPEED STREET SEGMENT WITH TELEGRAPH EXISTING CANYON ROAD IMPROVEMENTS TELEGRAPH CANYON ROAD Crest Dr. to 1-805 Southbound Ramps 20.9 mph 21 A mph -22- Telegraph Canyon Road Capacity Enhancement LLGISan Diego 1105-B.Rep LINSCOTT LAW & GREENSPAN ENGINEERS 8.0 Conclusions The analysis of existing and future conditions indicates that the proposed improvement of an additional westbound lane on Telegraph Canyon Road between a point 1,000 feet east of Halecrest Avenue and the 1-805 northbound ramps will improve operations on the segments ofTelegraph Canyon Road and the intersections along this facility. Using existing volumes and assuming implementation of the Telegraph Canyon Road improvements, Table 3 shows that the Telegraph Canyon Road/l-805 northbound ramp intersection is calculated to operate at LOS D, which is an improvement over the current LOS E operations. As seen from the arterial analysis, (see Table 7), the average speed on Telegraph Canyon Road is calculated to increase marginally with the improvement. The analysis also shows that the Telegraph Canyon Road improvements will be a benefit at build out. Intersection delay will be less at buildout if the Telegraph Canyon Road improvements are implemented, as shown in Table 5. -23- Telegraph Canyon Road Capacity Enhancement LLG/San Diego 1105-B.Rep TECHNICAL APPENDICES EASTERN CHULA VISTA TRAFFIC CAPACITY ENHANCEMENT TELEGRAPH CANYON ROAD CHULA VISTA, CALIFORNIA May 14, 2002 Prepared by: LINSCOTT LAW & GREENSPAN ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, CA 92108 (619) 299-3090 JB/NP 3-011105-(B) LINSCOTT LAW & GREENSPAN E N GIN E E R 5 Appendix A TRAFFIC COUNTS N:\1105\Telegraph Cnyn\Report\1105-B App.cvr.doc Telegraph Canyon Road Capacity Enhancement LLG/San Diego OCT-10-01 11:55 AM TRAFFIC_DATA_SERVIC~_SW. ~~~.r . cl.er & Dry '~i;'to¡;!it'¿ by s. Mock I or , IQord' Ðl"425 -'" Haelon Ave & Telegraph ,yn Rd .... r1~~~!~;=' ><;""""'07001 ~;C';~O+51 ,&,"";'.'i'. ~T.301 Jf:..;;/'~~~~ ; 'i· .' I ,.i~;· . ~)';¿d~p:¡!~ ! ,N: ~. tl·: " "-" . TraffIc Data Sarvice Southwest 9773 ~.ine Avenue lekeside, CA 92040 (619) 390-8495 fox (619) 390-8427 Unsh'Îfted Telegraph Canyon Road Necion Avenue IW.stbound IWocthbourd I I Left Tnru Ri ht PedE> L(oft Thru IS Thru 66 12 7 99 19 19 83 22 23 68 9 17 316 62 66 61 16 17 66 '1 H 73 7 20 7 5 T 267 39 57 603 101 123 72.5 12.1 14.6 11.2 1.6 2.2 :}:,:.. ":¡. :i¡;'.;'1.:.'~Ìlk H""r Anel ysls By End c. J)'i:::::;:r ¡ O:E! '3~ 1S~: Y"~'~otal I 476 :',h "'!gI! 1 07: 15 ~~Yi}?~Ei I I: ,'<.' I 0.862 .~;··i. \.:,;'.' æ~~.. tZ:.:'-: ~'~: . , . t~ ,i:.' '. '/::". .... .:--- .'.. :::;L~:·.~: ~i[~l~r~" .'. ~f"~:.' .. 1~(:' ;" ~~!.:.." ,.. :~;. .<.' .. .i..:;..., 19 1 1 01 8 151 51 01 II 15 171 76 01 21 15 214 53 01 01 21 233 73 01 31 59 769 253 01 1 I 01 23 202 59 01 01 19 219 47 01 01 16 179 46 01 1 10 162 4" 0 II 66 762 196 01 , I 41 127 1531 ""9 01 0·"1 6.0 72.6 21.3 -I ·1 2.3 26.' 8.3 -I I 33 1 38 2 19 3 '" 7 13" 2 18 " 15 11 11 I" 19 58 26 192 360 ,., 33.2 62.2 0." 3.5 6.6 b~':;:I .::.':;:II,J C;4~~ R; ht 40 50 '9 51 190 50 '9 46 25 170 r..I.u study N....' Q\30aø~ SI t. C_ : 00308060 Stort Da,e: 10/09/01 PaQe 1 ~. ' ITelegraph Ca~yon Road IEastboUnd I lnty!. peds Lof Thru Ri ht Peds I Totat 1 I 01 12 184 2 01 567 01 18 201 1 01 709 01 7 216 1 11 707 01 22 223 1 01 765 01 59 624 5 11 2748 I 1 01 230 10 0) 733 01 205 3 01 671 01 251 3 01 678 0 5 0 '..',. .. 01 877 21 01 263; ,> ".~' I I ,.:' 01 135 1701 26 11 5379 - -I 7.2 91.3 1.3 -I .",. " ',' -I 2.5 31.6 0.' ·1 - " Inter~ect;o~ for the Period: 07,00 on 10/09/01 to 08:"5 on 10/09/01 I 07: 15 1 07,15 I 07:15 I 31 74 820 261 01 8 119 200 01 72 870 13 11 0.61 6.4 70.9 22.5 0.01 2." 36.3 61.1 0.01 7.5 91.0 1.3 0.11 1,1155 I 327 I 956 I 1 '1.>7:45 I 07,45 I 08:00 I 11 21 233 T3 01 3 " 51 01 25 230 10 01 I 327 I 98 I 265 I I 0.883 1 O.B34 I 0.901 1 '9 OCT-10-01 11:55 A~ ,',: ,.,:' r;~ ::~::,;,,~;~ :': ': ,,~,,~~h.r .. t'· ttd by ..~ i.>4tdM Slte\ "'1 .' : .", \~~~~, ,':.:. .' rt:1'~""'" i .' 1t.~,1i~~~.;i:, . .. .ièR... '··t '\.\ .':.' :&t.~· if~i:::: .'.'" ~~.~:::<' ~~!.:.':': \.;:."., ,~,\." , ,',-". ¡.:,' ... . ~' I .' .- , .' ' ,,~' : ¡~:I ::,: ...... . ~,D;Y;;; ~H-~_.~_.JH H_~~'Y__~_~~. Clear &0 Dry S. MocUer 01-1425 Na~icn Ave & T'~99r~ph Traffic D8t! Service Southwest 9713 Maine Avenuð Lakeside, CA 9~040 (619) 390,&495 fax (619) 390·8427 Cyn Rod Uns~fftcd cønyon Read ]Nacion AVOf"1l.,,1e INortnbaund I Thru RI ht Peds êft Thru Rf ht I Study Name: 01308060 Si'tE'c cod~ : 003Cðò60 Start Oat.: 10/09;01 Page : Z Telei~aph Canyo~ Road ] Ea~ tbound I I ¡Nadon ",venus I Soyt~bound I Pe !> Na.cion-Au~nue 3 66 4:52 ?G 33~ ~ t ~ t 928 r..l"OIl/'a"" C~nuon Ro~' 994 ~ 1B/Qr'U 1:.- 261 ~ g?:~ a.. 72 sa: aM. ~ 820 18E>g 2914 2556 879 ~ r .v 14 13 ~ --+- 141U ~ Telegl"aph Canyon Roaa N 489 ,¡, 1 t r 153 119 .8 200 N...~].on ':'uenue Ilntv\' p s ! hnJ Ri ht '.: . , ,. OCT-10-01 11:56 AM TRAFFIC_DATA_SERVICE_SW. 61';;;1 ~':;'u ö"+':;'~ Trlfli. D.t. Service Southw..t 9773 Meine Avenue .. Lakeside, CA 92040 (619) 390-8495 fax (619) 390-5427 ;~,~Î~~ bY; ;~c~~c:I:~Y . ·~·rd # 01·1425 ~". .: NBcion Ave & re\tir.pM Conyon Rd ,. INecfon Avenue ~~_~;f-~~rt 1 sout:~u~h ru R i h t ~!~~~~;i~i:?9.! 101 .~,...".~",,;',OOI 52 20 16 S~;:;:r;r~.:'51 61 17 15 ".. .." 16.301 57 13 17 ~c,t'~:;";46·'51 " 17 16 :ti'K)(·:·~·i·.· ~ - - ;,,·"':Nourl 240 67 64 ;:. I ",", J.. ......17:001 ~;,J,).~,~7~ 151 &.",."·-,,.,7.301 .~- ,:~,,}"". ,-;:Ilòur I 233 .~ I .fÞ'at 473 ,~. I 63.0 .I"t. I 7.8 63 61 52 10 20 17 1 61 128 17.0 2.1 ~~i!:':/·~&~.:' '. . 11¡~.¡.'.'~tt;."'J"k Hour AI'1atYS18 By Entire ":¡;~,.,, ,x.;qrj~ I 16:00 ~":'i\,"1~¡':" "c:,>..tV:~1. I 240 67 64 " .: .':'Pit. I 6'0.5 '8.0 17.2 , -..'¿tal I 37Z ': ,~. 8h I 16: 15 ".':.VQ1. I 67 17 15 ~', : :Totol I 99 ~::~'¡~' I ','N 1'~:: . .,'..... ',~. , .", ., ~·;·i,::· ',:", i4~,:::;;··~'~,:·:, . ~....,. I~'i ~~~:.\., ~"Œ;:.:· ,~:- ,,' I~"· "". ",~:" :':ti~' ~ ~L,;"..t: ',' ,r;:, ~~tt1'}! 146 19.4 2.4 Unshì1'ted ITel~grðph canyon Road JN~clon Avenue ¡lIestbound ¡Northbound I I R L~ft Thru R; ht P S left Thru R{ nt 17 29 18 I 01 1.9 250 55 01 1.9 257 67 01 62 247 79 11 44 269 67 11 204 1023 268 I 11 56 218 67 " 60 244 65 01 58 262 72 1.6 258 71 21 220 982 275 I 31 42. 2005 543 0.41 '4.2 67.3 18.2 -I 7.0 33.4 9.0 82 Inter$ectfon for the Period: I 16,00 11 2OJ. 1023 268 0.21 13.6 68.. 17.9 I 1495 1 16:30 01 62 247 79 I~ I 0,963 I 01 I O[ I O[ 0 01 2 01 I. I 11 2 I I 2 01 3 21 I 'I 8 I '1 12 0.' I 3.2 -I 0.2 Ie 32 9 31 '5 3<. 16 41 58 138 9 32 I. 38 13 25 13 31 39 126 97 2M 26.0 70.7 1.6 I... Ctudy Nome: O'30ao~\ stt~ code ; OOJoa~.1 st.rt Oate: 10/09/0; Page 1 IT~lé9raph Canyon Rood IEo.tbound I Þeds Le1t Thru Ri ht I 0\ 10 238 3 01 9 211 3 01 6 217 , QJ 9 230 7 01 34 896 17 I 01 13 213 0 01 7 229 6 01 20 211 8 01 13 220 1 01 53 8T.! 15 I 01 87 1769 32 -I ..5 93.3 1.6 -I 1.4 29.5 0.5 16,00 on 10/09/01 to 17:45 on 10/09/01 I 16:00 I 16:00 01 4 58 138 01 3' 0.01 2.0 29.0 69.0 0.01 3.5 I 200 I 952 1 16,45 I 16:00 01 2 '6 41 01 10 I 59 I 255 I 0.547 1 0.933 896 94.1 238 ,. Ilntv.\. p T I 41 01 II 01 51 I °1 °1 31 01 31 1 81 0.41 0.11 748 736 152 783 3019 ~.. i67 ~ 745 2976 .'.' .. ... 5995 .' 17 ',7 I 51 0.5[ I I 'I I I 3 UL. -._ I~I-::::.. ._._ . oJ'=' 1-1 ~-------~ --~-~¥..---- ~"q~.~ by ~:·::Ç:l~~y .. )~d. D1·'Io25 .¡'i~, ~.clon Ave & Tol.grape Trlffic Data Service Southwest 9773 M81nc Avenue Lekes;de, C~ 92040 (619) 390-6495 fax (6\9) 390-&1027 ~::':" :>:";. ~t.~,cJ(~tt ~CI:" :. I~¡~f ::';'.:':;. &',:;,: '!õ:':', . "" :-.'. :~~', .;::..:?{~,~..... :::'-:t::·~··.,< :' .\, ";,,;';r ,',) .. ~~:: ::.~. ".' ,:.,.,. .... ;t,:., .~ ' }~.(.:" ~'~. . "'.'- :. , '. '~" ':",.' . m~;·",.::~ till':;'-' t/ "':" ........ r;/-: .' .,'. !.F::~·· . /','.',: :~~t :.! ~.. If'i: Canyon ~d I Ned on Avenue southboUI'Id 1 I ITologrope IWestboul'ld I Pêds. L e I unsh ifted CanY0r1 Road 1t.!.uc1on Avenue I Northbound Thru Ri h Peds Lef r R; ht Peds L f Thru R' ht Þ Study Wcme: Site code: Start Deb::: pðge DI30a061 0030806.1 10/09/01 2 ITele~r~pn Canyon ROðd IEastbound I f hru Ri tot H~clon A""enue 1 67 360 64 240 t1 J, L, l' 73iJ 'N..a~h ~. Roa.! 1991 r 19/8r1U "t- 26B ..1- 1iJ4: pM 34 84:4 P" ~ 1.liIía3 3943 3919 2769 B'J6 ~ Î -V 294 1.7 ~ ~ l.Z74 :I T@l~gr-õl.p:h Canllon Road N 488 J, í Î r 288 58 4 139 Haclon Ayenue pnlvl. OCT-10-ell 11: 50 AM TRAFFIC_DATA_SERVICE_SW. 619 6';:o1~ ::::;q.';:oI:=O r . "--'.L- Tra1fiç Pete Sorvlçe Southwest l/ilt'ther . CI.ar & Dry 9773 Mafoe Avenue Study Nome: 01308010 tOll1tO<t Þ ~. Radl , S, Rector Lakes ide, ÇA 92040 $fte cocle : 00308010 !£.O rd * D'-1~06 & 01-1307 (619) ~90-8495 fax (619) 390-8427 Start Date: 10/03/01 " ¡'805 SIB Romps & T'\'9raph çyn Rd Page ,1 . Unshi fted 1¡·805 </8 On 'amp ¡Telegraph ~Qynon Rood 11'805 SIB Off 'amp !Telegreph Caynon Ro~d " Southbound IlIestbound NorthboUnd IEastbound Start I I I Ilntvl. TiIM 1 Loft Thru Right pod_I L.eft Thru ,,!WI~t._!'~d- Left ThrlJ Richt Peds I left Tnru Rioht ~ed§1 T~!,l , 10/03/01 I 1 I I 01'001 0 0 83 01 145 131 ° 01 0 0 243 01 0 276 42 01 920 (:' Ò7:15! 0 0 89 01 176 145 ° 01 0 0 237 01 0 302 57 O( 1006 :°7.301 0 0 158 OJ 181 126 0 01 0 0 277 01 0 261. 61 11 1068 \-'" 07:451 0 0 i,8 oJ 1J.8 165 0 01 0 0 239 01 0 297 53 01 1050 Houri 0 0 478 01 650 561 0 01 0 0 996 01 0 1139 ZIO 11 4~4 1 1 I I I ',08,001 0 D 161 01 133 168 0 01 0 0 249 01 0 283 58 DI 1052 08,151 D 0 146 DI 151 147 0 01 0 0 241 01 0 302 62 01 '~9 08;~01 ° 0 110 D 110 161 0 01 0 0 256 01 0 289 81 01 1007 ',Qe:4SI 0 0 124 01 128 134 0 01 0 0 -_.. 216 01 0 302 75 DI 979 HourI D 0 541 01 522 610 0 01 0 0 962 01 0 1176 276 01 4De7 1 1 I 1 1 Tnt.l 0 0 1019 01 11n 1177 0 01 0 0 1958 01 0 2315 489 11 8131 SApr. I 100,0 '1 49,8 50,1 -I 100.0 -I 82.5 17.4 ,,' ',X tnt. I 12.5 -I 14.4 14.4 '1 24.0 -I 28.4 6.0 -I ,'.'. ..., p.~ Hour Analysis By E.ntire Inter5ec.tl011 for ttu~ Pèrloo; 07,00 on 10/03/01 to 08,45 on 10/03/01 .;. .~I'" 1 07:30 1 07,30 I 07:30 I 07,30 I Vol. I 0 0 613 01 613 606 0 01 0 0 1006 01 0 1146 234 II :. ,pçt, I 0,0 0.0 100.0 0.01 50.2 49,7 0,0 0.01 0.0 0.0 100.0 0.01 0,0 82.9 16.9 0.01 ..' ,tol 1 613 1 1219 I 1006 I 1381 I ,llsh 1 08:00 I 07,45 I 07,30 I 08,15 I :'r" .... ,Vol. I 0 0 161 01 148 165 0 01 0 0 277 01 0 302 62 01 . . Toul 1 161 1 313 1 277 I 364 I ". PH' I 0.951 I 0.973 I 0.907 I 0.948 I . OCT-10-01 11:51 AM TRAFFIC_URIR_~~~Y__~_~~. Q ." - - - - .""'~hor I ct." & Dry ·toUnt~ b ~I Ra~1 & Sc Rector Boerd ~ D1-1306 & D1-1307 ¡Ito, 1-60, 5/B ROmpS & Telegraph eyn Rd Treffic Dati Service South~est 9773 M~lne Avenue Lake.ide, ,A 92040 (619) 390-8'95 fa' (619) 390'8'27 Study ~.IJ\C!: s{re code: Start DÐt~: Paee 01308010 00:¡Q6010 10/03/01 2 IJnshif1;~ [I-80S SIB On Romp \'Telegraph C~ynofì ~oad [I-80S SIB Off Romp Telegraph Cay~on Road ISQ"thb¢unQ l~e5tbound IWorthbound IEastbound I I I I Itntvl. I left Thru RJQht podsL Left Thru RiQht Peds I Left rnru RIQht pods I Left Thru Right pc051 J2U1 I I I I S'tqrt ;..: .¡-:; ,;~~~~ :'... . .," -895 S/B On RatlltP 613 ~ 613 T"l.....ra»h Caunon Roa- 1219 ~ 10/03/1i11 f- 61i16 07:31i1a.. 98: 15aM 1146 ~ 2609 4219 3371 -&"" 613 234 ~ I ~ 2152 1 Teleg..apli Cay non Road. N 1953 "¡,, f 1996 947 -995 SIB Off R....p ';':. ,-. . ' 'ç',¡;'. " " OCT-10-01 11 :51 AM TRAFFIC_DATA_SERVICE-SW. 619 390 84'::>':::> :"\ '~lh'r cl..r & Dry 'ç~~ed by K. Radl & S. Rector o--rd' 01-1306 & 01'1307 -805 5/8 R.n~ & Tclegraph cyn Rd; Irafflc Data Service Southwe$t Q173 MaIne Avenue lakeside, CA 92040 (619) 390-8495 lax (619) 390-8427 8tudV WO..., 0130601\ She code : 00308~11 .tart Oate: 10/03/01 Page : 1 11.805 5/8 Off Ramp ',.. <' " 1 Southbound ; ¡¡tort I 'T'...~., I left Thru Riaht '10/03/01 :, :'6:001 '.. '16:151 ,'. 16:301 ."." 223 237 256 '.( Houri .'.' 1 " " moot R< ,,17,'51 ~~;..:: :"'. '1'30¡ '~:')'>~\:".: .: . ,"',' !;'our! 1 t' Total I ':': ':.1: Apr. I ~ Int. 1 0 940 265 259 250 235 1009 0 19.9 100.0 18.9 o o .. ' unshi fted ITelegroph Canyon Rood p-e05 $/g On Ramp Talégraph Cenyon Road I~estbound ¡Northbound 1 Eastbound I I I Peds I Lef fhru Ri ht Peds léft Thr ~J ht eds Lef hru Ri I I I 01 162 0 01 0 0 379 01 0 270 56 01 170 0 01 0 0 .01 01 0 273 .8 01 141 0 01 0 0 .26 01 0 25. 60 0 0 0 0 0 379 0 0 29 60 01 628 0 01 0 0 1585 01 0 1087 22. I I I 01 1M 0 01 0 0 .,0 01 0 259 56 01 168 0 01 0 0 408 01 0 320 57 01 169 0 01 0 0 399 01 0 295 56 17 0 0 0 0 387 0 288 9 01 695 0 01 0 0 160. 01 0 1162 228 I I I 01 1136 1323 0 01 0 0 3189 01 0 22.9 .52 -I 46.1 53.8 -I 100.0 -I 83.2 16.7 -I 11.0 12,8 ·1 30.9 '1 21.8 ..3 '.: <peek Hour Analysfs 8y Entire Ir'Jtersection for the: Period: , .. 'TIme I 17,00 I 17:00 Vol, I 0 0 1009 01 59. 695 0 '~.Pct. I 0.0 0.0 100.0 0.01 .6.0 53.9 0.0 '~tll I 1009 I 1289 "Igh 1 17:00 1 17,00 ·,':Vol. I 0 0 265 0 I 158 1M 0 Total 1 265 I 342 ,:PNf I 0.951 I 0.942 16,00 on 10/03/01 I 17:00 O[ 0 0.01 0.0 1 160. I 17,00 01 0 I 410 I 0.978 to 17:.5 on 10/03/01 1 17:00 01 0 0.01 0.0 1 1390 I 17,15 01 0 1 377 1 0.921 ,,62 22a 83.5 16.4 320 57 .. . ,', " ,. .. , :~', ' ,.:,.. ~:~ " . .' f~·..··:· i·~ - o 160. 0.0 100.0 o 410 r. t:.J-+ Ilnt"t. pcd t I °1 123. '1 1242 01 1m 1 4 '1 5007 I 01 1332 °1 1379 01 1m 01 5292 I 11 10m -I -I I 01 0.01 1 I 01 1 I OCT-10-01 11:52 AM " .~.tb~r Cl..r & ory 'ëóUbtod by K, Radi & S. Reçtor loard , D1-1306 & 01-1307 sit.: ¡-805 SIB Ramps & Teleiraph eyn Rd 1[·805 SfB off ! Southbound I I Ri nt R.mp eft rhrlJ , ,,'. ~;, :' ~;> , " Can 0 1794 oE- 1162 ~ 310194 , ' ~:: " ~~/.:~. F~?' 228 -;¡" ',::', ." " :" , ;:. ~. : ' . " ,:::,:' '.,' !,,!', "', "~'I' ;'" TRAFFIC_DATA_S~KV1~~_~W. Traffic Date Service southwest 9173 M~tne Ayenue Lekesider CA 92040 (619) 390·8495 fax (619) 3QO-8427 !::>..::> .=:0 =' '- 0-·;;_ unsh 1 fted ITeLegraph Canyon Road 11-805518 On R>"'P IWestbound I Northbound I I Left Thr Ri ht Þeds eft Thr Ri ht 1 I p -81015 B Off 1(.;...1' 1Ci1Ci19 ~ 1Ci1"~ &tudy N.""" lite code : Start Date: Page IT~t~grðph c~~yon Road I Enstbocnd I pe ~ Left hru Ri ht f- 695 4ß55 -V 594 04- Z76& "¡,,gT'aph Canyon Road 19....ß3/1U Cil5:""p" 115:451''' S29Z l' N 3426 t r 1&Cil4 J-8a~ZS""B On Ra..p onoB 11 0030801 I '0/03/01 2 Pod I,ntvl. T OCT-10-01 11 :52 AM TRAFFIC_DATA_SERVICE_sW. .-.;';..:-" . .·..~·~:th.r ; Clear & Dry , , 'ci#lfed by: 0, lIe\\...n & J. JohnGon '~rd' 01'1429 & 01-1433 " J-!W5 NIB ~a~G & Telegraph Cyn Rd traffic Date Sery!ce Southwest 9773 Maine Avenue L8keside, CA 92040 Voice ( FaX (619) 390-8495 49 85 44 71 249 .... ,:... , ~, ,;: .. .,... 619 390 8495 o o o 1 1 o o 1 o 1 1326 73.5 11.4 105 164 247 212 728 115 137 201 11.5 598 to 08,1.5 on 10/03/01 1 07,00 l' 739 0.11 34.2 1 2155 1 07:00 01 209 I 569 I 0.946 o 247 t-". ~b Study ~.me' 01308020 Site Cod~ ; OD30S0~O Start Date' 10/03/01 P8se : 1 209 198 190 1'" 739 360 325 369 362 1416 . . un5hih~ fP¡.,,;¡ò\'.:iJ.': II-80S ~/B On Re~ I Telegraph canyon Road 11-805 NIB off R8"'P ~:;~;,:~<::,. 150uthbovnd Wcstbound I~orthbound i(.\'LH~ì:í:t I Left ThnJ Rloh' Peds I Left Thru Richt peds I Loft Thru Right 'W03/0' I 1 '07,001 0 ° 0 11 ° 236 511. 01 0'1:151 0 0 0 21 0 240 486 01 .0'1.301 0 0 0 11 0 21.2 4'4 01 ».01,451 0 0 0 21 0 Z95 416 01 llÒur 0 0 0 61 0 1013 1830 01 I 1 I __. '08:001 0 0 0 01 0 255 446 01 58 ., ·...'.'·06"51 0 0 0 41 0 237 507 01 59 '.' 118:301 0 0 0 01 0 194 419 01 65 '.'. ':..-":' óa'451 0 0 0 01 0 210 1.06 01 1.2 '''. Nourl 0 0 0 41 0 896 1778 01 224 ~¡: > ,.To,al: 0 0 0 101 0 1909 3608 01 473 2 «..1\ Apr, I 100.01 34.6 65.3 ·1 26.2 0.' "',:..'''~ Int. I - . - '1 - 16.4 31.0 -I 4.0 i?f/'¡iek Rour Analysis By En,iro Intersection for tho Period: 07:00 on 10/03/01 ';'::~"T '" I 07,00 I 07:00 I 07:00 .,: "vol. I 0 0 ° 61 0 1013 '830 01 21.9 1 728 ;... .Pet. I 0.0 0.0 0.0 100.01 0.0 35,6 64.3 0,01 25.4 0.' 74.3 lite I 1 6 1 2843 1 979 ':Hlgh I 07, IS 1 07:00 I 07,30 Vol. I 0 0 0 21 0 236 514 01 44 :'ò'ol I 2 I 750 1 291 PH, I 0.750 I 0.947 1 0.841 ITeleQ~Bph Canyon Reed IEastbound I peds I Left 1hru Riaht 1 '1 01 01 01 11 I 01 01 01 01 °1 1 , I 1500 '1 34.9 -I 12.9 208 198 197 158 761 326 31.9 371 335 1381 2797 65.0 21..0 '416 65.7 360 o o o o o lntvl. Peds I Totat 1 01 1415 01 mo 01 1507 01 '501. 01 598)' I 01 1408 01 '491 01 1448 01 '1296 01 '5643 I 01 11626 -I -I o o o o o o ° 0.0 I 01 0.01 1 I 01 I I o OCT-10-01 11:53 AM T~A~-lC_VH¡H_~~~Y-- ~ --....... ~. ",':~~er : Cteer' Dry , , cQij\ted by O. Wellman & J. Johnson 'IPird * 01-14Z9 & 01-1433 ,'$¡Ù; 1-805 WIB R.~s & Teleyropl1 Cyn Rd Trøfflc Data Service SouthweAt 9773 Maine Avenue ~akcs;de, CA 92040 Voice I FoX (619) 390-8495 ~l~~'-~¡f~rt ,,'ifim. ;~:;:::':. Û1};'~ .' ZC·::.~.:.. ~~/.'~; ~.>;i, ~t-', " ;" .' ~:~J/~": '. ~'<,'~"":' .",'''' . ."., .... " . . ~'.' 11-605 Nfg On R.~ ¡Southbound I I left Thru R1Qht I Unehifted I TOt.graph Canyon Road I ¡ -805 NIB Off R_ I~cstbound 'Northbound I I peds I I!f Tnru Ri ht Peds Left Thru R i ht I IT8lø~rðph Conyon Ro~d IEastbound I peds Left Thru Ri ht P I Ilntv1. Tot 1 6 11-81i15 /VB On R.....p 257a l' 2:176 ~_. ~"nuon Ro" 126;;1 <E- 1a....93....91 t 1831i1 117: "iii.... 117:45.... 73!1 --1' 3417 5!183 4987 0- 1913 141G --t I --7- 2144 T..I"".."ph C...nyon Road N 919 f¡ Î ~ 1 a4!1 "lJ18 1 -8W5 tvIJ rr R"'H~'1o Stooy W.""" site! code: Start Piltei Page 01308020 00~oao20 10f03f01 2 619 390 8495 t-'.~è:i OCT-10-01 11:53 AM TRAFFIC_DATA_SERVICE_SW. Trallic D'tl ServIce southwest 9773 H8ine Avenue Lokcsidc, CA 9Z040 VDice I Fax (619) 390-8495 ,'::.;; '1 H",~~~ by: ~~e::l ~m~~Y& J, Johnson ,J[ojrd' 01-'429 & 01-1433 '., I ·805 NIB R.11\>S & TelegrDp!1 Cyn Rd Study NaJ!Iê' 0130eQ21 S jte Code , 00306021 Start Dote: 10/03/01 Page : 1 Unshifted 11-805 N/. Off ROmp I Northbound I pêds! left Thru Rfdht ITelø¡raþh Canyon Roed IE..tbound 1 Pcdsl left Thru R1Qht 1 01 125 493 0 01 161 533 0 01 135 540 0 01 156 536 0 01 577 2102 0 I 01 13. 568 0 01 156 549 0 01 11,5 551 0 01 141 536 0 01 574 2201, 0 I 01 1151 4306 0 ·1 21.0 78.9 -I 9.6 36.1 Tele¡raph c~nYQn Road I westbound I peds left Thru Right I 01 41 21 01 61 I 11 01 21 11 41 I 101 100.01 -I ',,1);.,-,.;' II..ao5 NIB On RDmp ~~~'¡kr; I Southbound iY'I.,t;"-;'t I .:' eft T r Intvl. Ped~ I fotst 1 01 1438 01 1452 01 1428 01 11.55 01 5Tn I 01 1521 01 15'1", 01 1513 01 1567 01 61'51, I 0111924 . -I . -I ht I 01 40 01 79 01 56 01 63 01 238 I 01 45 01 65 01 40 01 36 01 186 1 01 421, -I 23.6 -I 3.5 " ..l /Ö3/Öl ~~f~~~~~:::~,~~:,A'~1 00 I ".""'''''''1>'''' ·1'6 151 ;.:¡........ \,. . ¡~);, \6'301 ~~'i~!~:;'6~451 0'" '.' ,,'. HourI ;<' I <.;-:/ .... 171001 17"51 lMO ',;,," " 17'451 "Mourl ~~~;,,~'<-' ~ ~ .: I I' ~,:: ,:"Tot.t "'¡;""':~"~r I ~_.,;.:~1':."~, . ~J~:"~¡nt. I ;¡....... ~.. .~: . '. :',¡:,"":-' .-. .:., .~~ Houl'" ,A.ttðLYC1S. By Entire tntel'"$ècHon for the Period: 6 135 2 158 3 151 1 150 12 603 378 269 312 291 1250 o o o o o 261 246 229 249 985 o o o o o o o o o o o o o o o o IT.! o 163 2 205 o 213 2 754 286 24~ ~35 307 1070 322 369 333 333 1357 o o o o o o o o o o o o o o o o o o o o " 14 1357 0.7 75.5 0.1 11.3 2607 55.9 2\,8 2055 44.0 17.2 o o o o 16,00 on 10/03/01 to 17:45 on 10/03/01 1 17,00 I 17,00 01 186 2 754 01 574 2204 ° 0.01 19.7 0.2 80.0 0.01 20.6 79.3 0.0 I 942 1 2778 1'7:45 1 17:15 01 36 0 213 01 156 549 0 I 249 I 705 1 0.945 I 0.985 I 01 0.01 1 I 01 1 I I 17,00 41 0 100.01 0.0 1 21027 1 11,45 21 0 1 640 1 0.948 :, rime . ,vol. . ·Pet. ..L..... Total ,",gh '·Vol. :~otol PH, I 17,00 t 0 I 0.0 I 4 I 17,30 I 0 1 2 I 0.500 U57 55.9 1070 44.0 o 0.0 o 0.0 333 307 o o " ," " . (;:..:...... (HI~;·:··:···· '~., . ,'." ~.~.. ~:<.~.:: :. , ,,: ¡;-o" . ~~,~. .' -: . :~..( .:-;,. ~ .... ;. '. . ,,- 1""" '. ,. , .. OCT-10-01 J.l:.:JO::· HY ,H--._~__~H H_~~~Y_._~_~~· ~'thtr CLear & Dry :t~ted by p, weLlman & J. Johnson lòïid * P'-1429 & 01-1433 . ,ft;,: I-80S NIB Ra~' & Telegraph çyn Rd Tr.ffic Dote Ser~fce So~thwest 9773 Ma!ne A~enue Lakeside, CA 92040 Voice I Fax (619) 390-8495 ". ~ ~~ )i:"~':. '.', ~ir"i;J:~~rt . . "':'~'i~ ",:,U. ,- ".:;. ' ,,," :~\~:" : . :?J. . ~ ~\, ~,..-:. I;>!~'+, II' 805 NIB On RO"" SO"tobound I Un5h i fted ITclearor:"' canyon Road II-80S NIB off R.~ I We. tbound I Northbound I I ITel~irðpn Cðnyon Road E..tbound I Peds i ht I Intvl. Ped T eft: Thr-u ~i t è t Thru Jri ht P eft rhru Ri ht I 8 liS !'It'B On Ra,þI'Ip . .1933 l' un T@lpg-"",,,b Can'-'on Ro", .12:16 ~ à~/"3I'1¡U 1::- 1357 :""1''' 1i15:451''' 574 ...1' 41i134 6.1:1.1 5385 f- H171i1 2204 ~ I -+ 2':111 T~I~9',....ph C",nYDn Road N '42 1 i r :2 18(, 75:'} Ra.., -8G:! H/B Of study Nome: 013P8021 Site cod~ ; 0030aQ~' Start Dat~. 10/03/01 Page : 2 Unshffted IHatecre~t Drive retegrBph Canyon Roød ¡Tetegreph Cenyon Roed I Southbound I westbouod I Eestbouod SUrt I I I IIntrvl. . TIme I Left ~Ioht Pod. I Thru Rioht Pods Left Thru Þedsl..J.-º.!Ai IU/03/01 1 I I 1 07,001 0 147 11 537 1 D\ 26 376 01 1088 07'151 0 142 21 562 2 DI 39 407 01 1154 07,301 0 98 01 474 4 DI 33 556 01 1165 07:45 I 0 116 01 576 4 01 45 496 01 '237 HOI.Irl 0 503 31 2149 " 01 '43 '835 01 46/.4 1 I I I 08,001 0 101 01 458 3 01 4' 38' 01 984 08:151 0 72 01 582 4 01 60 408 01 1126 08:301 0 100 01 52' 0 01 60 5'5 01 1196 08:451 0 86 11 486 1 01 37 416 01 1027 Hour I a 359 '1 2047 8 01 198 1720 01 4333 1 I I 1 TotaL! 0 862 41 4'96 19 01 341 3555 01 8977 X Apr. I 99,5 0.41 99.5 0.4 -I 8.7 91.2 '1 X Int. I 9.6 '1 46.7 0.2 -I 3.7 39.6 '1 OCT-09-01 09:18 AM TRAFFIC_DATA_SERVICE_SW. ,~ Cl ear & Dry s. Mod.l~r 0'-'430 H.I.crest Dr ¡ Telegraph Cyn Rd Traffic Data Strvice southwest 9773 Meine Avenue LaKesid., CA 92040 Voice / Fa. (619) 390'8495 ':.",., /a'ther ·':tòi)rittd by : .lliàrd , ,~ ' ' ' Peak Hour Analys'$ By Entir~ Interseçtion for the Period: 07¡00 on 10/03/01 Time I 07:00 I 07:00 I 07,00 Vol. 1 0 503 31 2149 '1 01 143 '835 Pet. I 0,0 99,4 0.51 99.4 0.5 0,01 7.2 92.7 TotaL I 506 1 2'60 I '978 High I 07:00 I 07:45 I 07:30 vol. I 0 147 11 576 4 0 I 33 556 Tout I 148 I 580 I 589 PHF I 0.854 I 0.931 1 0.839 ¡r ),',. ".' ,;-: ,. '.' 619 390 8495 to 08:45 on 10/03/01 I 01 0.01 I I 01 1 I t-'".I:::JL Study w..., 01308030 $! te codè- ; 0030803C Start D.te: 10/03/01 Pe~e : 1 ÜCT-09-01 09:19 AM TRAFFIC_DATA_SERVICE_SW. 6 J. ':;I -=-:;::: 0"";;_' ·~'th'r , 'tQù;t~ by awd /I fit.: Trð~f¡c Date Serv1c. Southwei~ 9713 ~alne Avenuc Lakeside, CA 92040 Vc;co I Fax (619) 390·8495 I Cle.r & Dry S. ~octler 01-1430 Hðtecrest Dr & Tel~iraph Cyn Rd Unsh f f ted IT.legr.ph canyon Road ITelegraph Conyen Rood ¡Wes'bound IEcS'bound I I Peds I Thrl.l Rig~t p~s\ Left I st:ðrt "_\ ' ''Time ¡Halecreot Or;ve I~out"bound I I Lef' RiQ", I Ti'lru IlntrVI. Peds I Total ,.- . Hahc...."t ».,1"" 3 ~54 :SJ3 l' 66" T_'_~~2~'" Canuon ~o" 26:S2 E- HI/93/01 -'L 11 87:01il".. 87:4:>..... 143 ...1- 4¡;30 4¡;44 3995 ~ 2149 --r / '" -+ 1835 1835 T"leg.....ph CAnyon Roaa N ..', ,. , ' " ~... . Study W."",' site code; Start Date: Pag@ 01308030 00308030 10/03/01 2 OCT-09-01 09: 19 AM TRAFFIC_DATA_SERVICE_SW. 619 390 8495 i'/,~(thtr TraffIc D.tt $trvlce $outhweQt Clear & Dry 9m Maine ....vvnue !>~~tèd by S. Mockler laKcoside, C~ 92040 :'~r:d" 01'1430 Voice 1 Fax (619) 390-~95 1. Hllecr..t Cr & Telegraph cyn Rd unshifted IHtlecr..t Cr!'e IT.leareph ,onyen Road ITelesreph Cenyon Read t·~· .... .'.\ I Seut!\t>oum II/e"bound Enstbound \;~- ".; ::, ':.~ ~~ . ';." . "Stait I I Intrvl. .'., ,." '. time I Left Right, peds I Thru Right pC'ds1 leH Tnru pl:!dsl Tota~ 10103/011 I I I -, 16,001 0 74 31 435 1 01 i'5 578 01 1166 .'.. ~.. 16:151 0 84 31 469 1 01 68 556 DI 1181 ,..' 16,301 0 66 1\ 417 3 0\ 49 577 01 1113 16:451 0 72 01 471 3 01 65 566 01 1177 i',I" Hcurl 0 296 71 1792 01 257 2277 01 4637 " a :'; I I I ! ~:\,,:' 17:001 0 81 0\ 484 8 01 55 610 °1 1238 ~¡;1 .' 17:15\ 0 67 11 479 5 01 60 623 cl 1235 17:301 0 58 1\ 510 4 01 64 619 01 1256 17:451 0 94 01 450 8 01 62 517 01 1191 Hour! 0 300 2\ 1923 25 0\ 241 2429 01 4920 I \ I 1 TotaII 0 596 91 3715 33 01 496 4706 01 9557 . Apr. I 96.5 1.4) 99.1 0.8 -I 9.5 90.4 -I X Int. I 6,2 -I 38,8 0.3 -I 5.2 49.2 . Peak Hour Analysfs By Entire Intersectfon for the Period: 16:00 on 10/03/01 to 17,45 on 10/03/01 Time I 17:00 I 17:00 \ 17:00 I Vol. I 0 300 21 19<:3 25 01 241 2429 01 Co Pc:t. I 0,0 99.3 0.6\ 96,7 1.2 0.01 9.0 90.9 0.01 Total I 302 I 1946 I 2670 I Nigh I 17:45 1 17:30 I 17:15 I Vnl. I 0 94 01 510 4 01 60 623 01 Tot.1 I 94 I 51' I 683 I PHF I 0.803 I 0.947 I 0.977 I .' :'. ~'/~ .~< . '~-) . "~·:I,. < /;,:, :',( t""".~"+ Study N.....' 0\308031 Sit. eode : 0Q308Ò31 Sta,t Oat.: 10/03{0\ Pl!lge ~ , " ~.tlh.r ,,,','''<:ted "" .,.,,~CI\(' "1 ,~oOrd # , III.: ,', "'." ..:,.... " -' \:" " ." " , ~ "". üCT-09-01 09:20 AM TRAFFIC_DATA_SERVICE_SW. 619 390 8495 CLear & Dry S. Mockler DI·,.3Q ~.l~c~e$t Dr & Telegraph TraffIc Date Service South'oolest 9773 Malnc Avenue LAKcslde. CA 92040 Voice 1 Fox (619) 390-ß495 eyn Rd unsh i ftt!:d Canyon ~oed ]relegraph I Eastbound I RiQht Peds! Left I lntrvL Thru Peds I Total t:í!nyon Roðd '.,' Start Tfrne l"ölecreSt DrIve ¡Southbound I I Left RiRht I I To logr.ph l~e5tbound I Poo!i I thru I . . a Hal ecres t D:ri \IE!' 266 3J0 t 568 IT..' h CánUon Rn"~ 2223 E- 19,19~,I91 -t... 35 1i15:~ I'M 85: PM 241 J 4893 4929 4377 ~ J.923 ~ / I' 2429 ~ 2429 T"¡,,graph Canyon Road N 1-'.1::1:::J Study Name: $1 te Code ; Start Date: PlIge 01308031 00308031 10/03/01 Z OCT-09-01 09:20 AM TRAFFIC_DATA_SERVICE-SW. " ' ", ::::·'/':i',>:"~,·'. ··:',~1'·"''' ..wtath..r Clear" Ory :¡:t~~ted by: P. Scully "'::' , :~rd , a1 -'425 :';' ~ 't8. Vons DrlVewðy & Tt!legraph Cyn Rd Von& S;gnal1zêd Drlvoway ¡Southbound ¡hr>~t:t:ort I Thru 0\ h tt~~~,~,J: :'~1'q!03/01 ~i::+:!J'- 01:00 I r'; .: 07:151 .01'301 . 07,451 Houri I 011,001 011;151 011,301 08:451 . HDUrl I Tnut¡ 16 .. I Apr. 1 ~1.2 "Int. I 10,4 6 14 17 6 43 o o o o o 7 6 10 10 33 o o o o o o 162 66.6 22.3 þ s l~ft TraffIc Oat. Service Southwest 9773 Maine Avenue lokes i d¢ C^ 92040 Voice I Fox (619) 390-8495 Thru 1H nt 1~ 19 23 21 76 19 21 25 21 B6 3 o 2 I 6 o o o o o 3 2 I 1 7 o o o o o o Peak Hour Anèly~,g gy Entire fntersection for the Poriod! . Time I 01,15 I 07: IS vol, I 44 0 62 21 6 0 37 Pet, I 3<\,3 0,0 6/¡,O 1.51 11.1 0.0 68.S roul 1 126 I 54 .High I 07:30 1 G6,00 . V.ol. I 11 0 23 0 I 3 0 16 .rotol I 40 1 19 ., "Hf I 0,800 1 0.710 ..,' ,. (\' ,.... , . 1:". . f.:t::< ..: , .,..,~ ~ ~: " ' Un&h i fteel 9 8 8 5 30 lG 10 9 2 31 16 6 9 17 50 6 6 3 4 19 60 14.7 11,0 619 390 8495 o o o o o o o o o o o 16 23,5 2.2 -'.~O Study ~amc, 013ça040 Site Code, 003Ó8D40 Start Oate, 10/03/01· Pig. I ITalegr.ph Canyon Rood I Eastbound I 2 o 5 I 8 6 1 1 o 8 Left I 01 01 01 21 21 1 01 01 01 01 °1 1 21 2.91 0.21 38 27 40 ~3 138 33 28 42 38 141 279 91.1 38,5 ITelegroph Ccnyon Road I We. tbound I I II 2\ 01 01 31 I °1 11 01 I' 21 I 51 13 2,OJ 12.1 0.61 1,7 Ivono 6;snotlzcd orlveway I Northbound I Peds left Thru Ii!' ¡'t Peds I II 41 31 ,-¡ 12/ I 01 01 01 21 zl I 141 50 13.01 n.5 1.91 6.9 07,00 on 10/03/01 I 07,15 111 27 20.31 65.8 I 41 I 01.30 01 9 1 14 I 0.732 to 08,.5 on 10/03/01 1 07,15 o 12 21 133 0.0 29.2 4.81 89.8 I 148 I 07,30 01 40 I 43 1 0.860 o 5 Thru RI ht a 0.0 o o o o o o o o o o ° 15 10.1 o 1 6 3 o 10 lntv\. T I 01 84 0\ 90 01 110 01 75 01 359 I 01 96 01 79 01 94 01 .~ 01 365 I 01 724 '1 -I ., . 6 6 3 2 11 27 8,6 3.7 3 1 01 0.01 1 I 01 I I OCT-Ø9-01 09:21 AM TRAFFIC_DATA_SERVICE_SW. 619 390 8495 . ;ii«~~h.r I Cle.r' Dry ,;':.; Ç9<,i¡\tod by p, Scully 'Q~rd , D1"1425 .' .S't,: Vo", DrIveway & ¡elegr.ph Cyn Rd TrBfflc C~te Ser~ice southwest 9m Ma i ne Avenue Lakeside, CA 92040 Vo;,. / Fox (619) 390·!I<95 ';'. ,.,,!":),.:_._::_.n, ~it:ttgrt ~[i"," .:: C:: .. r ¡ ht I¡elelraph IWestbound I Peds I Uns.hifted Canyon Road ¡Vens Sf;nallzcd Orlveway ¡Northbound I IT.legrapn canyon RODQ IEestbound I " " . . " ..... IVQnA Slgnali1&d Driveway I Southbound ! I study N."", I sl te Code ~ Start DClte: P:¡g~ Thru Ri ht Ped 1t Thru Ri ht Peds L Thru R; h Uons Sig-n;;all2:@d. Driveway 2 82 .17Q 44 ~ ly t 298 r-'-----'- Can..on Roa U .1", >E- .191'1I~1'1!J. 'L 37 97:J. aM 88:09..... 133 ...:t 257 37.1 119 ,,¡;- 6 15 ~ I ~ 56 releg}'\,aph Canyoon :Road N 62 J., ~ f 27 " S~;'n..li zed .12 Uons Dri....,wa!l t-'. Id ( ~, 308040 00308040 10/03/01 2 Intvl. ¡ t OCT-09-01 09:21 AM TRAFFIC_DATA_SERVICE-SW. 61'SI 3'="12'1 c;4'="~ ~¡;;::!~~ bY: ~~e::u~t~rY '.'. ·.....rd * 01-142~ ,: Von< DrIveway & Telegraph crn Rd Tr.ffie oat. Servlcl Southweat 9113 H_fnc Avenue Lakeside, CA 92040 voIce I Fa. (619) 390-8495 i:~1'{ifi~rt ij::I" " ~¡l~ffif:i ;{j:.: '. Mourl " 1 -. '. . 11:001 'ç,\~}~ . . 17;151 ,.' .,~1;301 ....,.. "\'"17:1.51 Houri I rot.ll ;,,~~r, I Fnt.¡ f Th,.u Ri ht p L~ft thru 9 18 12 19 58 12 15 ZO 21 68 ...' 126 32.6 10.9 ',' 3 o o I 4 116 2 1 4 o 1 11 2.8 0.9 246 63.1 21.3 33 34 21 2 1 2 6 11 1 o 1 o 2 I 2 I 1 5 7 10.9 0.6 r . 'C''-.-' Study Wame: 0130ðP4' Site Code ; D030~~ Start o.t.: 10/03/01 Pagê 1 Telesraph C8~YO~ Ro~d lEas tbound I peds I Left Thru RiQht ~ht 1 2 2 5 2 4 5 5 16 ZI 32.8 1.8 I 01 'I 01 o 1\ I 0\ II 01 31 41 I 51 7.BI 0.41 69 63 71 251 69 59 57 63 248 499 90.2 43.2 o o o o o o o o o o o 3 4 6 ~ lB Ilntvl, Pods I TOW. I 01 139 01 134 01 m o I 01 537 I 01 145 01 150 01 '" 01 161.' 01 616 I 01 1153 ·1 '1 Ivons Si;nalized DrivewAY ¡Southbound 1 Ufl5hiftod (Telegraph canyon ~o8d Ivons $'gn.\i~ecl DrIveway I~estbound IWorthbound I I Peds I I '1 0 12 21 01 0 10 01 I I 0 15 01 o 19 1 zl 0 56 31 I I 01 1 0 16 'I O[ 2 0 12 51 01 2 0 15 41 11... 4 0 14 51 I 1 9 0 57 15 I I I 31 19 0 113 1BI 31 0.71 12.6 75.3 1Z.01 48.4 0.21 1.6 9.8 1.51 Z.6 31 30 32 37 130 I 9 I 9 20 9 10 13 4 36 54 9,7 4.6 I 17,00 I 68 7 130 I 33.0 3.3 63.1 1 206 I 17:45 I 21 0 37 I 59 I 0.872 tntèrsection for the Peri' od: 16:00 on 10/03/01 to 17:45 on 10/03/01 I 17:00 I 17:00 I 17:00 I II 9 0 57 151 20 5 " ~I 24B D 36 01 0,41 11. 1 0.0 10.3 lB.51 44.4 11.1 35.5 B.sl B7.3 0.0 12.6 0.01 I 81 I 45 I 284 I I 17:45 I 17:45 I 11:00 1 11 4 0 14 5[ 9 5 3\ 69 0 9 0\ I 23 I 18 I 78 I I 0.880 1 0.625 I 0.910 I ',eok Hour ~nntys¡s By Entire :. 'Tlme ....... . ,..¥o\. ._~.:Pc.t. ~f;)::'~ ":"~t. ~~/;·::>Tót.l e~~' \":". . ..., ·t'. .' ;.:. ?:<.. ",,' . .',.' ' .,. , f!:t.,... '. 'J:' ¡~~'i¡;·i 0~:±:-;::': " OCT-09-01 09:22 AM TRAFFIC_DATA_SERVICE_SW. 619 390 84~:::' r. I;:J-:;O Treff1c Qata Service Southwest 9773 Malne Avenue Lakeside, CA 92040 Voice / Fax (619) 390-8495 )i.:-.-:,":.:-{;>\::;> t:("~,t~.. Clear & Cry !i'!":·:t¡¡(¡ri¡e<! þy p, Seu II y :~rg # 01·'425 "i!C: Von. crive.oy & Telegraph cyn Rd . . r~;f.~· ~(--: :.. '!o:,', ., . ~...;' i:~··" ' ., '.:'," ~.'" ~'.< ' " ;;;ì::.,,",· "', " ~" . ".0 ~ ", 0:"....:. . . .;. "0 ". Study Ne"", 013~041 Site Code , 00308041 Stort Date, 10/03/01 Page 2 IVans SignaLiZed Drtv~wDY Southbound I , Left Thru Right I Unsl'1ì fted cðnyon Road Vans 5'gnaHzed Drfveway r¡ orthoound I Thr-u RiClht Peds I Left ThnJ Riqht I l¡ntvL Peds! Tetal I ]Telesraph Cðnyø~ ~~~~ I Ea. <boUM I Peds I Left Th.u Ri~ht I ¡Telegraph IWêStboUnd I Ped$1 left I Uons S hJn a. 1 î zed D:rlu@way 1. 7 31.0 1.JQ 68 J ~ t 51.6 IT,,1 Canunn Roa ." .1511 ~ HV93/91 'L 57 U5:0~P" 115:4 PM 248 -1' 434 6.16 .165 .,¡;- 9 36 ~ I ~ 84 !T@l@g-:ra.ph Can!.,lDn Road N 97 ,J, f¡ Î r 52 5 2 iii 1.t 4 UUhS' Signalized Þ.r v@w.a!J OCT-09-01 09:22 AM TRAFFIC_DATA_SERVICE-SW. 619 39121 8495 1'""'. ,LIQ ~~~~~~~~~Ir I C l.ar & 0 ry ,,# \;~ted by: C. p.rî,h ',: ~rd , DHm ",; Ol..nder/Cr.st & T.l.~raþh Cyn Rd .~: . ~[:t,~~t.~t t· .' .~¡~." '. . :;i","''''., ,,~~3JO 1 ~.'!.;:T- ::.;.;;.\07: 00 t {:."> ':':. !iT'151 ~~'."~"..,/:~ . ..: ;;,;,"'-':i,:~T,301 .-.;{. :~, ~': .:; . . . ~I ~'. ~ HOfooIr I " 1 .,1\1:001 "'(111:151 -::~3ol ('" Houri ;:'" . I ;;:;: :::!:~>é,~,~Qt8l1 j¡;":!'''~ Apt, I \~,~>; ,Int. I ~.tó....,. : ~'~" '. ICro.t DrIve ¡SouthboUnd 1 f Thr R' ht 27 22 <2 18 19 17 93 79 41 137 ".5 10.0 120 36.3 8.7 n Z1.8 5.2 .... ,<.'>.""ak Hour Anatvsis By Entire ,11'" " ,>'V9I, , ,;I'ct. :'. ----~'..iotøt ,'. ~i ..ÑfUh r{~~: .~..:. ..' ~'< ... . ":';~ .;.~.. :' . .', ¡.... .....,. .. ,~.~. ) . . . ;.:~. ,',:', .. . ~:" :r'~' . i~~:,:~: ;.,,' ì:';c(', ", ..., ..:"-:'.:.:; I 07:00 I 93 79 36 I 44,4 37.7 17.2 I 209 1 07:00 I Z7 18 16 \ 62 I O.84Z Tr8fflc Dell S~rvtcI Southwest 9173 M.ln. Avenue "eke, ide, CA 92040 Voice I Fax (619) 390-8495 Study Na....~ 0130~Sn S(te code: 00308050 Start Dðtc: 1Q/03/01 PBEle : 1 Un&hlf'Ced 16 6 5 9 36 ¡Telegraph Canyon ~oad oleander Avenue ITolcgraph Canyon RQad I lie. tbound INorthbound ¡Ea.tbound I \ I Intvl. P<d' left T ru Ri left Thru R'i 11t P s Left Thru Ri he peds TotÐ I \ I I '1 9 0 10 II 58 2Z 10 01 10 0 13 01 195 01 10 0 28 2\ 66 24 12 0\ 9 0 12 01 2\0 01 9 0 6 31 50 15 19 01 18 0 16 '\ 1e1 0 0 1D 0 21 19 18 0 Z3 I 11 35 0 54 61 213 82 60 II 55 0 64 3\ 782 I I I I 01 8 0 6 11 50 13 10 01 16 0 17 II 149 01 8 0 9 0\ 3T 15 6 01 17 0 Z9 21 152 01 8 0 12 II 29 13 8 01 13 0 12 01 W· 0 6 0 I 44 20 7 0 0 1 " 01 30 0 45 31 160 61 31 01 59 0 72 31 5â5 I 1 I I 1\ 65 0 99 91 373 143 91 1\ 114 0 136 6\ 1367 0.31 37.5 57.2 5.21 61.3 23.5 14,9 D.11 44.5 53.1 2.31 ·1 4.7 7.2 0.61 27.2 10.4 6.6 -I 8.3 9.9 0.41 Intersecttan for the Period: 07:00 on 10/03/01 to 08:45 on 10/03/01 I 07,00 I 07:00 I 07:00 I 11 35 0 54 61 213 82 60 11 55 0 64 31 0.41 36,8 0.0 56.8 6,31 59.8 Z3.0 16.8 0.21 45.0 0.0 52.4 2.4\ I 95 I 356 1 122 I I 07~15 I 07:1' I 07:45 I '1 10 0 28 2\ 66 24 12 01 18 0 23 2\ I 40 I 102 I 43 1 0.593 0.872 I 0.709 I 5 10 12 9 36 OCT-09-01 09:23 AM TRAFFIC_DATA_SERVICE_SW. 619 390 8495 ;~!Ä)·:/)i:t::;- !";'o !i.~her Clear & ory '~:<',j:piìi;~ by C. Par i.h "(þ(rd , D1'1431 ",,:sli.è, OCe.nðor/Cra.t & Telegraph cyn Rd TrlffÎc Data serv'ce Southwest 9773 Maine Avenu. l.akes j de, CA 92040 Voice I Fax C~19) 390-8495 !~t:r,f~¡~rt "'11... ~'."_ . ~:.'Î; . ' ::~~ '~ ..~ ~.Ç/ '''::.,,' #)....:...;.:: ,.., .., ~f, 1 ~f;:'~,: '~"-¡;.:J~{ ,. 'Jj":>,,r"¡."'h:'_ <~~~&f~:': i', .: '.',.'. Ú:' .~. . "',." ., '.,. . .',õ '. ;..-, ",',' :'1- :: il, ~i;-;.{~:;. :~r,. ~ I . " ., ,. ,,' '.-. ~;.". . ".' ¡':'.' :', ~. ,.'.. ',; 1" p., ICrest DrIve I Southbound I I L9tt rhru I Unshfftoo ¡ Tel clilraph Canyon Rood IOleander ^vonlJo ¡we.tbound Northbound I I Peds I Le1't rnru R;\1l'1t Peds 1 left TI'Iru RfQht I I ITele¡~aph Canyon Road Ee.tbour<l I Ped~1 left Thru Right I Ric:lnt Croeost nrive 1 7' 191 36 93 ~ 1 ~ t 41i11i1 ~ T.I.."'Jtla."h Ca.nuon Rn~; 6 24' ~ 19/§rlill 'L 54 sr aM : a'" 55 J' 371 782 248 -V 35 64 ~ I ~ 1'3 3 T"l"g",ap), Ca.nyon Road N :134 J, f¡ Î P 178 83 213 6" 1 Oleando1" Avenuli!I Study Name, SHe Code J SUrt Date: Pðge t-'. .l.l O'30eO$O 00308050 10/03/01 2 I 1 ntv I. Peds Total I -- -'. iL 619 390 8495 TRAFFIC_DATA_SERVICE-SW. OCT-09-01 09:24 AM Trlfflc Deta Service southwest 9773 Meine Avenue 'akeslde, CA 92040 Voice / FIX (619) 390'5495 Study Nnme, 0130805' S1te cod~ : 00308051 Start Date, 10/03/0' page : 1 . . , ~';.: ':'~"/..:.'. ,,~,,:vM~j¡..r I Clear & Ory ~:;¡~i~ by: c. parish '(,wrdM ; 01-1430 , ': Qlea~r/Cl'est & Telegraph C)'11 ~d " unsh1 fted Tclearaþn Canyon ROld Oleander Avenue westbound INorthboond I I . eft Thru Ri h Peds Left TnrU ~; ht I 1 OJ 23 0 '8 01 15 11 01 8 0 19 01 22 \2 01 23 0 16 01 20 11, 17 0 II, 0 17 01 71 0 67 01 89 54 1 1 01 25 0 10 01 29 12 18 21 28 0 21 01 J/, 21 25 21 14 0 18 01 ., 21 21 11 0 20 1 30 21 15 78 0 69 'I 134 75 79 1 149 0 136 '1 248 164 133 52.0 1,7.5 0.31 1,5.2 29.9 21,.2 7.2 6.6 -I 12.0 7.9 6.1, ITe\eBr~ph Canyon RODd 1 Eastbound 1 ,erect Driv. I Southbound I P Left Thr Ri ht I 01 1,6 0 41 01 29 0 39 21 33 0 47 0 39 0 21 147 0 175 1 01 34 0 46 01 26 0 47 01 26 0 51 1 16 0 11 102 0 178 I 31 249 0 353 0.51 1,0,4 57,3 0.11 12.1 17.1 p I 01 239 0\ Z!6 21 258 5 7\ 1016 1 01 250 21 281 41 219 I 71 1038 I 141 2054 2.2\ 0.61 I 111 UI 1 1 5\ I I eft Thr " i%;f}";~~':(1~~ó; ,,,..,,\.",:,,J~,151 ~> . ,Hour I , , I ,.. J.,.;, ',' ,....:Yotall 275 ",.'" ~Àpr. I 45.5 :",,:' 'Itnt. I 13,3 9 15 21 II, 59 27 27 35 25 35 20 31 128 103 31 29 39 25 39 31 16 I' " 113 18.7 5.5 212 35.0 10.3 16:00 on 10/03/01 to 17:45 on 10/03/01 1 16:1,5 I 16:45 01 139 86 81 01 125 0 192 0.01 45.4 28.1 26.1, 0.01 38.1 0.0 58.5 1 306 I 328 I 16:45 I 16:45 01 35 32 17 01 39 0 48 1 54 1 92 I 0.910 I 0.891 i" I~lersect¡on for the PerTod; I 16:45 41 64 0 63 '.2\ 57,1 0.0 io2.8 I 1'7 I 17,15 21 28 0 21 1 49 I 0.750 ,j':' 'c,~ Hour Analysis By Entire " "";" ..':'.;t¡me 1 16,45 :;"Vol. I 1.0 ~,:,.t. I '-4.8 ;",tal I 312 ".< ' . ,..'iII¡¡h I 17:}0 .,,,''''''>1V'''1 I 39 .~';~:.,;:";o . ,:A":' '~'otal I 83 J:~~>::~,~'~:::(PMF I 0.939 .~:~- ....;.~: 52 16,6 116 37.1 " 31 '.~. '.;~i.· . ~:i~>:;: ,>. ;:~l~ .::: . ,¡~..:; '!; .. OCT-09-01 09:24 AM TRAFFIC_DATA_SERVICE_SW. 619 391:::.'1 ~q';:;,l==:' l~~~~~ by ~~·::r~.~ry "." 'ô~iiI' I 01-1430 '.(t~: O\eBnder/Crest & Tel@graph Cyn Rd ,,'" !~~. )~"i :" ",\'::' " "J<" " " I~'; ~~~ :." ~" ' , Trafftc Data Service Scuthwest 9773 Malne Avenue LBKesjde~ CA 920'0 Voice / FaX (619) 390-8495 Icrt'lt þrtve ¡Southbound I unsh i He<:! canyon ROðd Olêandcr Avenue Itllorthbounc! I T Ri ht: Peds ft Thru Ri ht I ITelegr.ph Canyon Road IEastbound I Peds f Tnru Ri 11n,vl. Pod. T I f Th u Rî lMt c....st »...u.. 4 1.1.6 2"/4 !!2 149 ~ 1 ~ t " 586 '1'.' M<YW',,"JI ~-_... Roa 191- <,- Î;~'~~~1 ~ 63 : 9PH 1.25 ...1- 519 UI93 368 -V 84 1'J2 ~ I -+ 221 11 - Te!@gro-aph Ca.n",on Road N ;911 J, ~ Î r 392 86 139 IU Oleander Av@nue rw.l~ Stud\' No""': 01308051 Si,. Code, 003080,1 St." O.te: 10/03/01 Pagc 2: LINSCOTT LAW & GREENSPAN E N GIN E E R 5 Appendix B CITY OF CHULA VISTA SEGMENT CAPACITY THRESHOLD STANDARDS N:\1105\Telegraph Cnyn\Repori\11 05·6 App.cvr.doc Telegraph Canyon Road Capacity Enhancement LLG/San Diego , ~_.._- ---------. ,I TABLE B·l CITY OF qrtTIA VISTA ROADWA.Y ÇA.PACJ1YSTANDASna* AVERAGE DAILY VEHICLE TRIPS ROAP LEVEL öF SERVICE . CLASS . X-SECTION A V /C Ratlo(.6) " B (.7) C (.8) D (.9) E (1.0) . :&pressway 104/128 52,500 61,300 70,000 78,800 . 87,500 Prime Arterial 104/128 37,500 43,800 50,~ 56,300 . 62,500 Malor Street (6 . anes) 104/128 30,000 35,000 40,000 45,000 ' 50.000 Major Street (4 lines) 80/104- 22,500 26,300 30,000 33,800 37,500 aàss I Collector 74/94 16,500 19,300 . 22,000 24,800 27 s500 Classll Collector 52/72 9.000 10,500 12,000 13,500 15,000 Class III Collector 46/60 5,600 6,600 7,500 8,400 9s400 . . LOS 'C Capacities are from tho City of Chula Vista Circulation Elem~nt of the General Plan. Other levels· of service are derived by volume to capaCIty (V /0) ratios. This is oIIly a· guideline and capacities hìc1uded in this table represent urban conditions. Rural roadways with Jittleside friction and/or wlden!n.¡at intersectÍonscan 3,ccommodàte much higher volumes than sulted un this table. LINSCOTT LAW & GREENSPAN ENGINEERS Appendix C INTERSECTION ANALYSIS WORKSHEETS EXISTING TRAFFIC VOLUMES (Without Telegraph Canyon Road Improvement) N;\1105\Telegraph Cnyn\Report\1105-B App.cvr.doc Telegraph Canyon Road Capacity Enhancement LLG/San Diego ;: ;: ;: ;: ;: ;: · 0 0 0 0 0 0 N' · 0 0 0 0 0 · ;.E 0 0 0 0 0 0 . < 0 0 0 0 0 0 ~: 0 .; .; .; 0 .' · · · · · .; · !! , . ~ 0 N 00· 0 ~ 0 · ~ · · , · 'L · " .; ~ "'......<:... r..1D1I! . " · N Ò CO. " " N " · · " - ¡L - 0 · C · 0 B 0' · , . 0 0 N " êi t · >0:;; ~ 0 · · " ", N : , · " , · · N' e ' .. · " .; · · ' ~ ' .0 " 0 0 ~ ,,....... .' , > =......c... · ~ - , "" .. . " ,~. p>~ ~ · " , N 0' ". " ! 0' ~ ~. . N' 0 .C _0 0 · 0 · 0 e iÏ" · · ~ · 0' N . · · "> " ~ ., · 00 · C C' .- ~ " · · ' ~ · 8 '. ' · ~ '. ' , , " "- ;: 0 " ~ ~ " · 0 · " · ~ 0 ~ · ~ · ~ " N · · C :ë § ~ " ~ " · 0 5 · ~ · · 0 ~ 0 · · "- 0 '< 0 , , " ~ Ë 'á ~ ~ · ~ · , ~ j " " " " " · · · § · · ~ ~ ~ ~ · Ê .' 0 " ~; ~ · · · · · ~ e e e e e · ~ " E: " ~ · · ., go: .' · o · !! C ! " , ~:~ ....:8 ," ~: ê & 'C . ....·u p:: g'ø:~ "': ~, ... "Ö-O' III ...."'. r:: ......<1> u ><.<) ~:::"'~ . . :i!:~ ~ ~ , · . o .~ '" ~~ .~ (1)1-11-< ~ IDIII.¡.> nI '" tor.. §~ ~ .: ..,....~P o>tr> .. œ u 0> 011.... I !5 nI ø.~.c.......... u~~~EEæ~8 . .I.J¡;;..,......,.........,.... ......................................rl "'....;:1;:1;:1;:1;:1;:1'" ~~~~~~.:':.:.j ~¡;¡~8~2i2:2:2: ò - - B " · · · · ,~ - o , : · · ~ , 8 o o o N " " ~: " .' .~ " · · ¡¡ . --, · .~ .. ~~ .~.: <I> I-l '" _ ..WID'" :>,1>.<::" .... "'..1-1 ID·... ..;:I <::0>..,...."0-·0>.... '""0)<) ",QI""'¡ ê'::ô~~.9:~-';:~ 8g~~~t:æ&!8 · " ~ ~ ª · " " . o " o<ov~ '" o · o . · · · " .. ~: .::~ ",. ><<» '" ¡:::. -> ,: .... --.. ;> t: ~: ",g g 0...... ..., a¡.. ¡... g.c.. ~-.;:: ~ a::<D" .»>.. '" :::: ~ <:; 3': '6~ ~: 1'>1 o 0....... > <D<n.. ~ ;:;; ~ ;¡;g.. '" ~ 0.. ..... . ~ ~:5: .::: g.....: a:: o Co"," '-' I.< ",.. 'tI U Ere.. .,..¡ QI >.. ¡:: 0-" ... > ",.. :> ~ u" O<,.:¡.. 0 z ",.. ro ~ Ë .~~~~: ¥ ~¡... ¡j ~~: a::: g <:;..g::: ,.:¡ . 0" II .0:1: 0.. a:: ....."'.."'. + a:: ~ ~: :'2: ?::: ..-g QOp,..p,. :;> ,.:¡ 0" "'.0..,...... 0 ¡,.,.", "".r:¡ 5: ~: .<:IE-< : .. .. " ...... Eo<.. 0 " " .... u... ... 0::. 01...... 0" __ u. ........u :>,.. ...... II> IV U" .. ". U" 011 ¡;¡ .c..... .,. -......... u <: "'. E-<"'.",W ...... QI E" 0 ¡;¡ .,......,.........Q) U......H.O'> 5: ò.33:~:\i1 · ~ " o ~ o § · e ~ O· §' &:¡: .: ~ Oeo · > "0 o 6.'. 0° " . . e " 0.. "" . "" . <:;t><:<: 0......·... '" ua::::t,.:¡ 00000000000 <:> om 00 o. n o u_o wt)<'>", " " 0_ ~ ~ eo 000 0""'00 00'>0..... · <. 0"'00 ....0"',., 0«>0.... · .. ....0........ 0"'00 , 00,0....· ",. ..." ....0"',., 0000 000 · __0 0</'10'" 0....0..,. · .. .....0"'''' 0000 000 _eo 0000 000 · __0 011"10'" ~::~ -- ~:5ggo o. ."'.........0 '0 ::Egggo .. _~........o 000000' <:> 00 _0 . ~ :6~:~:~: "''''000..... "HI> '0 ....... .......... .. "'.. 00 en....'" .. ;:: ~~~g~~: 00"'....'" ",,,,...0..,,,. ..,.CO _0 .",.. ...,.... . 0.00,.,....... . g :;:;<=:::;00: """'....0........ ",. ,"He _0 .,.,. 00......... . g g~~~:o: g gg~goo: ~ ~:;:;~; 000000' 00.0 . 000000' ..... O. 00·0 . . .. _~o.oo <:: .. W ..... .. W ~ < oJ.... Po 0..".<=;:> ~ W U ",..r:: < W W ~ '" ;>, >;>,U W rl:> ;:> ~ '" ........oU.......:>W.......O~ ,..,..X.................¡:¡...c:~ U'" c: E >, ... '" ~ "'............,,,....¡:¡,..,. o,........,......W........ ..0 ..OW..."... U>U,,:>¡:¡;:o..:¡:¡· < o Ò " ~ o ~ " · · 3 o : " · .~ " o ~ < · ~ , 8 o o . 00 00 O· >0 " 00000<00<000<0 ~:~o~~ ~o~:;; " . 00000<00<000<0 :;;~~::~ ~o~~ o ~ ~ · U · - . 00000"'0"'00'"' ,..,0,..,0",,,, "'00'" ",.", .", '" .", _0 · ~ · ."..:: . <0'" U ~ § . <». ~ 0 !~~ ~:E- · · . .. ~Ê L~:2't ø: E: 1~~ :§ t:~: : ¿,g..: ,£ o ... ~ ~ '" O ., ~ Eo< 0.<' '..U- U ~ .... IV ~............ 01 ;;; ¡'¿ :~:~:-&E~:~ 8:°'0:;:>8"" "" '" ;:;: -;.;:> ::::.. IV~: ... @.~~:c:~~~...: ø: o.o.,,"~o~ "'lI~." U E Ø1 ~ .... 'lI >. c: O-~U~">'lI~" C') U ..~u<~. ° ;"; ." ~ Z ~ <II _.'~ ~~:~: ~ :5 .-, >.. ~ 0 ~.. '" X ... X":~ 0 . . . Of) '" ~ c:.. ~ c:.. ° ~ o ~;>,~ ß , ~.~: B: :f o ~ ~: .<::. ::. -g "0.' Po. " ..:i 0 ~ '" ~ ° ~ ... ~ "'...,... ~ Ø1 X ~ tJ' ~ ~: ~: ~ ~ 'lI ~ ... o ~ ¡-. ~ ° 00 " ° ~ '..:i '" ~ '# ~ U ~ 'lI 'lI ~ ~ C ~ .. '" ... . 0. __ U ~ o >. ...,. Q) OJ U ~ u, '" Iè ...<::"" OJ ~ U <:: III ~ 1;<,,'"' Q) .... OJ E ~ ° E 'lI ~ "'.... ~ ... 'lI U '" ..., ~ 0.:> <::. ;"00.' 0.0 .... u"¡ 0" .0: X - · o æ o " o · o § · . ~ · ~ B · U .0 ~o "NO Eo< U"'O Ii :ª, . · U .0 ~o "NO Eo< U"'O .::::,!:¡ iii ' o. n " 0 U_O 'lI U"'", " " OH " · o. n e " 0 UNO <IOU"'.... " 0_ ~ o : N U 0.0 "" "~ "0" 0....·'" 00> o. n " 0 U_O <IOU"'''' "" 8.... 0 " 0 U ;:>00000<00<00000, 011>011>0"''''' "'00"" tt::::..;:::..;~::::: :::::..;..;::::: , ,,"00000000000 <10 0 0'" 00 " _0 :;:~oooooøoøooø v....o....o"'... "'00'" : v'" ..;'Q....o 'Q ..;..;'Q , " o ~ 0_0 .. 0 "0 o " 0 · 0 o 000000000000 '" 0 0'" 00 " eH U 000000000000 o 001 00 _0 o e o <1000000"'0"'00'" ........0...00..." "'OON .0 ~................o.... " . COOOOOOOOOOO' " 0 OC\ 00 o o Aooooooooooo A ° 001 00 -:-~ ." .. <10 .".....'" <10.... ° . C ... 0"'" It¡.. EO:> .... ° <:: X.... < .......,,:> ..··0 Q) dO o ..."'·n.... "'.......,....,> .... C E W>.<::..<"'O""W"'''' ....... E ....... .o::>UU«"" "'~<II "W ¡r...,... "" '" "......" ... <II 0.... Wf« f«."." >¡ f« C ~;:¡~.5~æa:~&~:;"!~ ;g~:1 OOOOO"'O"'OON 0\0"'001'" NOON '" 0'" .,., ..... ...... 00000...0...00... "'0"'001... ...00... <O..;<O..;C;;'" "'..;..;'" 00000"'0"'00"" "'0<00"'<0 <000<0' 00000...0....00...· ...0...001... ...00...· " "00000...0...00... 0,...0...001,", ,",00,", ;>::<O,<O...C;;'" '" .", 0., ,... . "'00000<00<000<0 .,...0...0",... ,...00,... " ~~OOOOO"'O"'OO'" ~<oo<oo"'<o <00000 '000000<00<000<0 ·",...0"'0"'... ....00....: " He e U ~~:~::~o~::~ - . ~~~~g~~o~g~~ o COOOOO,.,O",OO", "NONO"'..... .....00'" 0'" .... U e 0.....0'" 0<00<0 e_ 0"'0<0 0"'0'" ...0"'..... 0"'0'" O"'O\C ...0...... 0"''''0 · _00 0"'<0'" 0"''''''' ",. .... ...0........ 0"'0'" 0010\c · ., ...0........ ee 0"'0'" 0<00<» ...0.......... 0...",... o <. _00 0..."'<0 · '0 .....0.-<'" 0"'0..... 000000 .. ....0.-<.-< ~g::::~::: "'" .... '-0...00... · 0 ~~g~g~~o~gg~ xg::::~~ · ",,,,...-< ":"~rlOO :~ .." .;.:; ~ W.... ° ~.:;~Ø1n..~g:> 'õ ° ....,,-nrl .".,....,.,..,:> Q):>'<::"<'OO-'-'W"'"" E ...,..... <:> <J U < <.-< ::101"'''''''' ,,::> 'II ..."'0.....,f«"'''''.,,¡,J'''¡: <) "'... <:: '" tt: tt: dO G> U ~..... :>-""O>-<~,","«:«:"":>:", " " · 0 " ....."'c> ~~Ž "" . r~~ ~ ""I'':: '" " · · o O.......,O..,.-<~ '" "'.... ° ..-< ~ 00......... ~ ~5~:~~; "''''<00''"'''''' o. 0"'.0 . .<0'<0 . 0' 00 "'....'" . ~ ;':;:;~:5""0: 00"'.....'" <o...."'''''ooo...~ ",. ..,. '" 0 ° . '" ~ .",.,., . 0'00"'...'" . ;; ~~"":g"'''': 00<0.....00 . \C ......."'0"''''. ° "'''''0 . 00"'....,.., ",. .-< '" <0 ° <0... ~ N""O . 0' 0 0.......... ~ ~ ;:.;:;:;,,:g~~: 00....-<"" "'~ :5;:;~; ::I'" ~ ...,.,,,, 0"'.... "'0 ~ "'''' . 0 .. ° .. . .00 . <0 ~ :>:0.00","'''' .. 0)<0 .....,"'0"'.-<. '" '" . ° ~ ,0). .<0.<0. ..:..~o 00........,., .. '" .. Q . 'n'- Q ~ «: 0) M Q. "'0'<:: ::I' 01 U ",,c «: W Q ~ >...:> ;"U <1>.....:>-". ° U.......> G>.....O~ '" X....... "'.......p... <0:' "'<I] C!"';>' <1>"'" "'........... G>" ",... ~.",. Q....,..,Q)....-<Oj-,.,"'. ° ... ... ° Q) to '0 Q ~ U>UCJ:>p,,",,;Q' , · " e < o o " ~ o ~ " " · " 3 o : , .~ " U i · < · ~ , o o o " o o ooo~o~o~oo~ o~~. ~~~o~oc ~~ <:> ~o~~~_ _OO~ ~~~~ ~~~~~: ......0_ § ~~ 00 ....00 <:> 00.......... : ~~:~ 0....0 ooooo~o~oo~ O....~~ ~c~~~O~~_ ó.... :~~ ~g ~~~~~~ ~~~~ g~~~ .....~~~~~~: .~ ~.... <:> :;:;;:0:;;: =~""~e.oN~: :-:::::0: '" <:> '"': ~_. "":-: :;:~~ <:> O~O"':O Q " ....0 <:> 00 .... ~:." '"_ <:>0000000000 0000' 0 000000' '" ><~ '1;>'" 0 0 0'" 00 ~c::",:' 0 "::"':';"':0 E: -~ § 'g~ 0 ...;.;....:....: ........0 <:> 00 .... <> Q " 0 0 ...." '" &~: E~~:~~ MgOM'g:~:~~~o~~~~ ~~~§ ~ ~~:~:~: ~ <1>. ':;.:;:: ~ 8.... <:>. .1(..............0"" .............. ....0'·"" '" 00"'....'" : ~ m E ....~'"..~ ~ 0 ,~ooooo~o~oo~ o~o~ ",,,,,,,,,o000" ..... êi g.::: ga:~: '" ....: 8:~c::;,;c::ø;~ :::C::C::~ ,\ ~::~ O' c:ø;..;c:,.;....: ",'E ~g: ~~o. =~ ........0........ o..oo~....~ : '" C <I). <>1:»" 00000"'''''''0<:>'''' O!'-O.... ..,... ...."'''"011'''''.. :~ à:: j~w:~'" .... ~~c::~::'" ~:~~ ~::; ~:~ø;~c::~"': <:> U ð~: .¡::~~: 3 'g~ 0 0..00,........,.... : '" (! u u<",..o"'" <:> "': ~ 0>'8: û lEIs- ~'õ°o ~o~o~;:ooo~~o ~~:o g ggc::gc::o: ~ ~::...: fi: .. ~ ~Ä '" '6 ........0 ....... ~~~ 0 00°"';° : I) :< I.<:I:"!I " .. 0 ~ 000000000000 0000 0 0C:>0000" ~M~!I "~: rno.:¡ 0;:000\ 00 :;:~~ o~~.;":o.. g:: ...g:~: I ....0 ........ ........0 00....: x ~~:~: ~ or; 0 -~ogog~oocggc ªg.~.c: g ggc:::gc:::o: Q>............ :::. '0 O . .. . . _. . .0'0 .. ~3:~:0<,,0.. g ~~ Q ....0 ........ ........0. ~o 00.... : r: ~: ::::....~: «18 ~~oc §ogog:goooggo ~gg::50 .gg gg.::gc:::o: u.. Q)" .c.... ¡:: 0" . .. :::10\'" o· ..0·0 .. 0::" <I).. t: 8..... 0 U ........0 ........ ¡........o '2:0 00.... : :5:8: g ~ 0 ~ogooocooggo gggo:~g ggc:::g.::o: ~::;q ~åj: ~ -;-~ _....0 _~~,..;ò ~';ò ~C::0"';0j g:~~~: ¡:::,;.....: åi':<'Ó .... ..:,i ¡,¡~ö...:O.ë~: ......<I)Q>u...... III 0.."'1Q·· eo> .... g..~.... QlI)O .<::.o:Q>QI.. ~:~!~:ti~·.:<..~ 2:'Ó<....:O~~>.,,~~~ j~~ ~ ~Z~~~=~~8: o¡::: .,8~: ¡g~ 8:J°", ~>~~.o:~:CZtt:~~.... ~~-:;:IQ"" t:~x'i:m>;Q~g.: ""~:::::::J.~ ~.g.¿~ .:::~~~.......g.gl> "'~ .1r~~~~ ,&;:;-~g:.::~~~o:: ..~:GSg:~~ 8~~~ :cz~~~~ææ~~~~~ ::~~~ ß:cz~~g~~~~: · · · · ~ .' ·r ] < v g " o ~ S " B · : " · .~ " " ~ < · ~ , o o N ~ - o e " ~ ~ · " " " 00\1>1" :::I ~"" g ...;'" ....E-< . . . ' . . .".~ .: ;::è.. <. . .... ~: t - ~ g 1.<...... CO., 131 8,:<: :_ð~~:....8 Ii> .. ..-...... IQ ø::.," .>,>..", ~ ~ 1::;: '6~~:1>1 o 0...... >.,"'.. o.:¡ ~ ¿,: g: .. ~~: ~ ~~: ..~g....: or; o Po.... .o.J...,.. '0 U IS 131" ......, >.. I:: 0-" ..> 01)":::1' ¡f u.,,: u<o.:¡: 2: ..... ., 0" ""' E-< 1)'<::" eo.. [) .c .... ø .......... e.. Q) .... H >.,.. "'.. ., :::I g ~ ~:E:: ø::.. g o "'.,.. 111" C.. z" I:: 0\ 0" .. o 0·..... "'.. x .... 'W ~:~: ! ." a; >Q)....c::.. ¡:: <100." ",.. :::I ... 0" .... 0"'0" 0 .. ....'" ""..1<1 :>:.. t1<.. u.. .,.. .c :c........ .... .. " 0........ 0 0......: :>:... "'.. _.. t!.... .. "Q).. ,." ...,...... 0" __ U.. .......1) >,.. Q> "U" .. .. O".,IS ...c.... .,.. _............ t! C .,.. 8"""'0Ji ...., e..oe 0Ji.......,.........., 1)1Q......Po> ,." >,00...0.0 ...... U...O" 0<: % ~ ~~:~:~: o 0....00....00 : ....."'0\00\0...... "'......... .0 ....... o..c::...;~,..;~ : o 000000" <:> 0<:>·0' o "0...;0 ~ ~~:;5~0~ o ~~~g~;:;: o 00 : .........0"'0"''''.. "'..........<:> ....... ... . .0·0 .. :":::::o~ ° 00 ·0' .. ..: "0·0 .. ~ 00 : ° 0000<:>"''' ~ '::'::0'::0 : ~ 00.... : 0000 0 0<:>0000" :;:c:c: 0 ":":';C:o ........0 ° 00 .... ~ 111000"'<:>0\00\00'" 0"'0.... ......"'0"'0"'a:>.. â <" ~~~~::: :~:: :;:~C:~. ..::::~:~"": ~ 0 .. ~ .....-<: ~....~ ,.....0.-<00....0....00.... .,o"'....~ :::I'" ...","'0"'0" 8 > 0 :::I '=: 0'" 00' ....0a:>0 . "'.... ",,,,·0' ~o .... 8 ....0 ........: ~~oC:: ::i!c:: .;.,;:...;: '" . A <:>0000....0....00.... . :>::0"'''''''''''''' "''''IDO'''...... ~ 'AMO"'''''''.... ....<:>0.... o a:> ",0 "''''.0·..... 0: _"'...;"'...;c::<" "',...;,..;"': ð~o.;~: ~c:: "'c:::,...;: : -<I> -..... '.... ... ,'" .. ... ¡¡¡ :~..~~_ ?I'Õg ~ § ~ ~''¡¡ :~~~j~~: Q) :>::....4 ~..:::I> ....0 ~<I>Q) '" >,_>~U<l>....~:::I.. ...._.. 0 ....'O~.... "'~~> ~clS ~ ~~OU,><I>'O.. OW~ <I».<::~<"'O....Q)'O'O "''''.... ~"':>:'Q>'O.....c.. ...... w IS ~~ <>u<)«.... ..~., .... u~ .,:e>, a¡~.. ~~¿~ ~~~~~~~~.g~~ê ~~~ ~ ~;:;-~%.::~~~~: :3~~~ ~~~~~~~~~~~~ ~~~ ~ ðg~~g~~~~: " .. ª5ª:5ª0ª55ª ~~~: ....0....'" ~ ~ .. .. "" "eo <1)<)"'.... " " 0" ~ 00000....0....00.... 00000'1.... ....00.... 0·0 ...... ........ ................0.... ............... O~"'''' :;:~~~ ....0....'" 0000 ~:~ · g " o oocooooooo<:> '=: '=:ø: 00 .-<....0 ........ " o 00000000000' <:> 00'1 00' e~ 0000 000 ~eO e N - e " U .. 0 "" " u....o :::Iooooooooa:><:>ooo <l>I)N.... ONO<"OO'l~ ~oo~ 8~ o:~~,..;~,..;c::~ ~,..;...;~ ~ ~ . "'00000"'0<,,00<" <,,:æ~'=:~~":~ ~'=:'=:~ =~ ........0 ...... , 00000000000 ° V 0 0", co 0: ....0 "";..i 0000000<:>0000 o ... 0 00\ 00 eo ;::0 0....0~ ~::~ 0",0'" ~~~~ 0000' ~::; , . . . n "" "eo " ;:.:; ~ 00 " e o o " 000000000000 :;: ~:: :: ~ · ~ , · < V g o ~ ò " " E · : " · ~ " " o · · < · ~ , 8 o o o N ~ - o e ª · " " . ~ · . " .. ........u· ::> ~5~ ~~~ · . ° : :3:: . . ~: ~ -.<: .. <>: ". .><:<1> .'to ¡:¡: : -..:: : § ...,.... ..·u .. 0 ....,. .o.w··.."" Q.-<.. ...,.. 11>.. ~ :¡..;:: : .:;:-.;:: "' tI) ø: 111: :....; ~ ~: ¡:¡ 8 § ~: : ~a: ~: "" N''''' ~~: :~~çd ""Ii!! ""0). 01.'1>' .. ""'; ~~: :E~~:~ø: ",. o~." .. > <10. ::> c:> . C¡ U .. .. u<.:¡" 0 ... ' ~ ' ~:g: CI>: û ::"' ,.,:~:~t:':': ~ :~ u. >< ' .. x.. ..... .. 0 CI)' ¡,¡, Q .. Q. .. to 0.' . In 0). .. .. '" '(J\' '::""'. .. 0::: ' '" ' .... o. "'.. n .. 0·....' 0....... 11>0 .. ::¡;....., .u...... ø: .. .-t OJ. u. + .. p:; Q H........... >< .. "0 > Q ",c:. - .. c 38:~:o...<o:Õ .. ,.,. .......<0. "" :E" 1:>' .... .. ~ u. .,. ..,.c: ø::a:: :t: ,......... .. 0 "'.... .. z "'."'. .. '" .......... u... f 6L::~~: .......0 ;.... ........ GO O)U_ .... .. ,-,.O)e. ...:.w .. <II_ -.......... U ¡:: .<1). ...."'..,Q) .. ".GO e.05' .4>............ ,,<I>' .......0.......0.> :;¡: &,38: ~£ ~ , · , g: o ¡; .' ~. · , · ~ ~~:~:N: 00"''-<'" : ~:~~:~:~: 0..00"'....'" : g: :;~:~:,.,: 00"'....'" : ~ ;;;;::~g"'N: 00"''''''' :::: ........000"""'.. ., ::~:~"'~ ~:~~~~~"': <H :::::,.,~ '" 0"" _'" .. ...".", .. : :::::"'~ 00' o":o~,; : 00,......... : ...... .... NOO':""" ",.0<:0 .",. .. _. . _'" _0 .. 0.00"'....'" : g~~~: ;:: ~~~g"',.,: ~OON:~ OO~,...;~ ~ ~o~,.,o. ~~~"'N"'O"'~. .~O~N~'~N'N~·O . . :0'" ..,., O· ~ . .0·0 . ........ : '8....00 :1;;o, oo~....~ : ~~~~:~o·~oE~~E·~g~~~·~;:: ~~:~:~: .. __ ~,".~~oo"'~~o 0..0"".."..:. -;-~ ..::<1>. ..... j:i .. <1> -- ..,.. <1>' · ~" <1>.... 0 .. ¡;:: ..... ..0( ...... 0. ..~.<: ". ·j!rl¡J.,¡.;:,..5g:>....c::.s~~ <I . :>...~g,B'¡~~~: o ....~..,~ ~..,..,:>......¡;::~ ø·..........au':>ov'o. <1>:>'<:"'o(~O""'W~~ "''''..... .~"'~'OV,prl¡;::. E .....~ o(:>uuo<:.o;rl ....:I"' . uø ¡;::E:>. ovt>. "w~""''' ~~ '" "'~ <I . "',.....w~"'..Q~. g~~~~ææ~~~~~ ~~~ ~ SgE~g~~~~: . ,,. .0 ~'=:o ~ g ~H " '0. 'Z-g "_0 0" "" e- o . .. .0 ·ti:~oo ..:::~ ° g 0 . .. .~ "" "'....0- , .::: ~ .... ~ :¡;:g:¡;:g;:::::;o:;:gg::::; ooooo\<>o\<>oooo\<> "'o"'oo",~ ~oo~ ",.", .0 ° ·0 ................ON N........N 00000...0....00... ....0....00>... ....00... o o OOOOOOl'-Or-OOr- \<>0\<>0"'''' "'00'" o...."'r- 00>00,., - ." O....No,>. ~"'~~. ....ON~ 0"'00'" ~::~ ~::~ o....o'>\<> ~::5 -~ o"'o~ ~::~ < u Ò o · ë ~ o " " £ o ~ .~ " " o · · < · 5 'i c o o o 2 o ð · " " , . . 0 , ." · '" '" '" ~ " .'" . 0 ........ .m E1 [/( ...... ~ _,c . 0>:: "'. . X <1> .." ¡;::. . -> ..:: ... ". , .". .....OV' ,·u .. 0 ........ .0.0>..'''' ~:<: :Q~~: ~~ . .0::0>' .. ,.:>,>" ",. 0' <1>. E.:>...... "'.... J>1 .....:;:. <::".",. o....ov. .. . 0 . 0..... ~. :> OV<l>' .;, .... ' H . .... o. ov. p .. '" . Eo< . .....:>. :>..... ....... H' '" ......... <1>0' .... . ~ : ~ 2:: t:::.~ g"rl: 0:: O. 0.'" ....... ov" ~ U. Em. "'. .... <1>;> ~ .: 0' . 0-' <::~ .. > ov" " t.'J . u . o. U 0<:';''' 0 '" ' :;:. ~. >. . It> ~:8,g:~: û :.<:~ ,., . ~ : ; ~:::5: 2: : ~ . <) . >< . .. ~.. <>:.. .. 0 0>.J>1. OV .... ..t<> C1 : '" : <I) ~: 5: :.;, 0:: . 01 . "-' 0.. :>''' .. o . '" . O~.. ¡;::.. .. ~ . ..... ...... "'.. a: .. . .... "'.. u.. + .. ox: . w.... .. >0 .."" >OV"'¡;::" .. ¡;:: W Po" "'. .. " ';'0" ",.. oo"''''~ 0 .. .... 0...."'. .,¡ ~. t;>.. .... .. Eo< u.. G>" .. ,¡;:: ~.. ...... .. ..... ..G>' .... 0" .... .. 0 0... ..:z; 0" ",.. _ .. .;, N""''' u·· ~ ~ .. w a> ~ ~ ¡;:: ~ .. to .... ~ .. o~ __ u. ~ .... ~ u :>.~ ~ .... ~ 0> W <:.> ~ .. .. ~ u ~ OJ E . -<:: .... ~a>~-~rl~U'" .. to ~ Eo<", ~ ", '" .. .... '" E ~ a E .. a> ~ .... to·... ~ .. '" .. .... ~ u '" .... ~ 0. > .¡;::.. >'00.' 0.0 .. H" <:.>,.:¡ 0" ...::>: , , .' .. .. .' ~ .' ~ · ~ ,~o "" " , ""- WO"'''' " " 0_ .~ o 'U "~ , ':::'::00_' EU"'.... "" Æ- " . Z~ .:;'::0_ EO"'''' "" 0" o ~ ~~~~~...: "''':::::O~ ~.. "'<- '0 .", ~ .....<-.<- .. 0..00............ : ~ 55;:;....~ ~ ~~¿~:...: 00............ . ~ ;::~:~::: 00........... : ~:~~~~~...: o..oo"'....\<> : ~:::~~ ~ ~~:~:...: ....00 0 00.......... : ~~~¡g ~:~~:~:...: ....00 0..00...........: ~:~~ ::i ~~:~:"': ....00 oo~........ : ~~~~: ;; ~~:~:o: .~;;;~¡¡~ ;;;;;o~ ;~~;~~::~ ~~:~:...; ~~....oo -;-~o ~o~""M_E <:: ..< . .,...,..0>" 0( to.... 0...'0'<::0" wtJ"'-<::o(w.,.. :>... > >.<:.>.,....;>0 ".. .... -'-' au'> a>,0.. "'",~'a>,Q....c.. U<l) C::E:>. WO''' "',-'-' a> ""'''0:'''''''' c.,....~ a>........ W'n"''' "'O....Oa>to'Ow.. u;>ou<.o:>cp",:c" " ::>000000000000 O....ONOo,\O 0000 ~:-::,...;~....o~ ~,...;,...;~ , . · "'00000<-0"'00<- · "''''0'''00'\''' \<>00'" o . =, ¡; ~~g~:::o:gg: o ' '000000",00'>000'\' ...."''"''0'"''00'\«> «>00'"" " 000000000000 ~"'o"'::~ ~::~ a>ooooo<-o<-oo<- -'-''''0'''0'''''' "'00'" . . c <::000000'\0"'0001 """0"'0"'''' "'00'" o . .. u " o ~.. ~ 8~" "< o. " 0....·... un ~g~g:;:::o::gg: ....0 ........ 00000«>0"'00'" "'0'"'0"'<- <-00<- 00 '0 ...... ",..", "'..."'....0.... N......'" 00000....0...000... ....0....0"'.... ...00... 00000"'0....00.... "'0"'0"'.... "'00.... ,. n "' "~O "0"'''' " " ~....<-o " "00000"'0"'00'" 0"'0"'0"'<- ....00<- ,~:-::,...;:-::,...;o~ ~,...;,...;~: :~g~g~:o::5g:: "'....,...;...,...;0.... .... .... =¡; 000000"'0"'0001 0: ~"'o"'::'"" '""o<=:«> o '000000"'0"'000'\ ."'«>0«>0"'«> '""00'" " o~:5~g~:o::5:5: ~ .~~:5~gg;::o;::~~;:: o ~~ "'00000....0....00.... "'....0....001.... ...00.... o .. :u AOOOOO~O~OO,., A""O""O",'" ,.,00,., " ~ .." ~u < .~.s "' ~~ 'ª .;.:, ~ .,... 0 . 0"'"'''''' E a > rl ~.......: .. "'> .... 0 o ,.....",.,...,... ""'n'n> a>:>.<:.....:,oa.....w~,o E ........ 0( > ° u «:...: rl '" '" ~..... >-< " " '" rl", 0·00<" fl. fl.'O'O ~ fl. C g~¿,,:¡~ææ.!';!,n~2~ OLlOO,", 0""0.... ",. .\<> ....0........ 0000 ~::~ OLlOO~' ~::~: -- 0"'<"''''' ~~~",. MO 0"''''''' :;::~~¡; ....0"'''' OLlOOLlO :;::~c:~: ...0........· ~~~~ "00 0"''''''' ~::~ ;::~: o " .Sã;@ "" , u" "H . r~:2 ] <1)"'0( fl. ~ < u Ò ~ c ~ ò " " E " : " · ~ " " o : · ! , 8 o o C N :;; - 3 · " ~ 1: 1: 1: 1: 1: 1: ~ 0 0 0 0 0 0 " 00 0 0 0 0 · .~ 0 0 0 0 0 " 0 < ~ u 0 0 0 0 0 u · . · · · ri - - - · ~ >u_ 0 " · · 0 · . " 0 0 0 ~ 0 "' · ::I....;::... " ...<110> . S 0>;::: ~ ~ " · ~ M " :30 · · U U U 0 B " · - - · · · · " · " - I ~ >u;::; · " 0 0 · · · · 0 " " 00 · .; 0 0 · · ª · 0 · ~ c·- ., · , IEI.....<::... 0 " · 0 · " 8· . · u ~ . >~ ~ · " · 0 ú 0 .. - " " 0 > 3u 0 ~ .~ · u u 0 I 00 u ~ ~ .. < . < ~ · 0 " ", " ~ · · " § 0 0 o. · ~ 0 · ~ 0 § · · · · % · ~ > 0 ~ ~ 0 :;; · , " ~ ~ 0 ~ ~ c · " M 0 · · · 0 2 " 0 " ~ · % 0 ~ · ~ · · 0 · ~ · 0 ~ ~ " u · ~ " ~ " " ~ " ~ 0 ~ 0 ~ ~ ~: · ~ " " " " · · · · · · .: 0 ~ ~ ~ ~ ~ ~ Ë 5 : · · · · · ~ · · " " " " " ~ " 0 ~ ~ " 5 · .. · E ".",. ,",·z· ..:;:s:: N·...·...., ~ : ~ : Š , 0 . <II ·u·p:: g : c : 0 N·:.;·.... ...... \.< ,...;: t; : ~ ......<11 0.>0:' t.> ~:::"'æ ¡::.",. co 0''''' ¡:: :E.....: ~ " . ~ .: ~: " · § c~ ." ~, C <iI~~ j wW-'-' '" >,tt.¡::<Q \.< .., ¡, 0>..... ::> C ""'''-'CÇ! .,CO <II <II 0 '" CII..... !:i i5osAø.,c........ õ!: aI ~;::-.: ~ 6 § o o::IH<-oE''''>'¡:¡:U . ....¡::.......................... ...................................... :>"'::1,,::1::1::1::>::> ..0:1...."''''....''' ............................"'...... Q)X<IIQ <iI<II<IIQ),¡I QMQCOOOQO .~ " o c · ~ c --. c~ ~~ c; Q;~~ ~ ..01'<11"" '" .. >.tt. C .0 k '0..... ( .... .." ¡::w.......,"'c.."'''' ",EQ)O <I>'l>.... ~~ß~~-Ë~r§ U>CHe-o~",a¡U < u ~ o ~ · ò · · B " I c · .~ · o : < · 5 ~ o o o o 2 · o · ~ ~ ~ · " " . " . ~ . ." ~ m'D "'.. " ..'" .. 0 .. 0.... .. ~ :,..;'" :., 8 .' . . " o. ~.:." .. _.c; .. <>: .:<010 ..., ¡::.. .. -> .. <: 1-<.. .. ...... .. ". t: ~:: :: ¿ g.":: á5 0...... .... to dO.. E-< ~,,<:: :~-~:~ <>:<1). .. '>'>.!II ~:~:c!5: :Õ~~:¡;¡ '0 0...... ..:> <Dv.I" ..1 '" : E:: : ~ g:: :: ....0...: H'" .. .. <II <DO" Ll> . Q . .... IV" .. t) 0' .. Z' "to.. ....... "'...... ..: o. "'.... ...... I< Q .. 't:I U' I'; <D.. ..... "':>.. c "" . 0-" .. I-< þ> 11).. ;:1 o.".t) .. :U<.:J:.2 "'::::;: ,¡¡'g: .. _ .. .... ,...; : ~ : ;:-:5: ¡go: ~ :::5 . H . :> <v.. "," .. ";:I <) , >< ' ...::p¡;.. 1>::: :: ~ ~ : : : ~ OlE <D" ....1 B:~:~~::: ~ >: ....:~~~~~ Ë E-g<>:;"" c> :..¡g:[f:~"':¡;:£ '~....o , ::¡:.. 0>..... ...... e-o ..,> u" ..,. ....c: ....0 :r:.. ...... .. .... 0 ....:: ~:: :: ::J' ;;; "'.... .. z ",.o",. ....1 ......"". t).-. .. .. <VCI>" .. <;;. ··01..... .. 0" __ u" ....... u >,.. .. oU.. r¡¡ "'t.>oO." , .. U""'E ..,¡::..... .. <V.. ~........... u c . .. "'. 8...."'<1>· .. ...... GO E" 0 E . .. a.o......"'....... 1-1'" .......0"'..... Q,> .. <:.. ;"0 p,. ""0 .. H" U..1 0" <:E . ~. . ~ .' Ê: ~ '~. n " 0 O~ 0 Q)t)",,,, " " 0" o . ,~ :~ · 0....0 , ., '"0 , 2 '. o o o~og:i::0ooggo ~o ..,0000 ....000 O' ·""........0 o :Egg:;<=> .. _08........0 . ," " . 0..<: ......II)<l> :-:t:'<¡¡13 00. ~-:::;.;, ~~~ ~ 0000' · ""0 0"'00_ 00>0,., · .. ....0"'.., ONON 0"'00 · .^ 0"'0"'' owo....· '" ....,. ....0......... 0""'0.... · .. 0000 000 0"'0'" 0"'0.... · '. ....ONN 000 000 __0 O"'ON 0...0..,. ....0"'''' . . g :~:2:00: ~ .........o\o"'...~ " ::~~~"'~ ..."'NON....~ ~:::~~~,.,: ::: ~~~~:::::: OO..,rl'" "'o"''''OOON~ ::::~~~...,~ g :5~::0~ ~ "'....O\Om...~ .. ::~:~..,.~ <:> o<:>oooo~ o 0c:~:<:> È 00000000__ C::OC:~C:O : 0000.... : ~S~::;:;~~ ;:10 oooooo~ ~: :~~:o ~ 010 000000. ~o 0C:~C:o : _)0 ~ ~~ö...~;:~: a¡ to "'.<: «: 01 01« '" >...:>;:"u OIrl > ".. · ...,..., ou......> 01......0.. ·...."':.:......a¡......Orlc:.. · u '" c: E >. 01 ""~ · "'.........,..""'...0...... 0.......... <11.... .... <11.,., '" ~ · "' 0 ... ... 0 .. 01 'Ø 01 ~ U>Uc:l>O:><Q~ < u Ò " ~ o ~ ò " " E ~ · " · ~ " o ! < · ~ ~ o o " ~ ^ - " ~ o " 0' 00000000<»0000' 0000"'... ...00... ....... .... .... .... ~ " ~ " ¡~;"¡:~ " . . ~: :.::;:: : II: <II ~ .. x 01 ~ ''Ø C:" ~ -:> .. c: ~E: :.¿;g..:~' . 0...... ~ <II O! <11 ~ E-< : g<: : ~-.£: <II . 0<: <11 ~ ~. >, :> ~ '" N . <II' E" <11 __ rl "' '"' ~ '" .... . z . c: ::1" ::I" 0.... 01 ~ ,. . 0 . 0...... c: ~ > <11<0>" ,;¡ H . .... 0" <11 ~ Q .. N . !:: : it: >: .:;:: ~ a¡'ê): ~ ~.;;:;::: c:: ~ ~....: ø: o . Po"," 0" ...,... .. ~ "=' 0.u:ð~:-';:-;::~ì;:3. ° . c:I . U .. ",.. u«:..... 0 z.. 'Ø ~ ::!: ~ .. on ~. f:,g:~: õ :.<:8 . '" . .... ...., ~ "' ~ <11 ~...., . H :> <11" 0" II) ~::I' to . X ...:>:.. ø:.. ~ 0 O).þ <11 .... ..", ° '" OJ" c: ~ ~.... "'" c: ~ 0 ~ ~ c: . 0\ . \ . 0.. :>,.. ~ o .o....~c~ ~ :>: ...,.. '" ~ p:: ~ .... ",0 u" + ~ ø: ~ ~: .c:: :'; :-g 0> 0. ~ 0. ~ ~ ;:I ...:>o~ ",. o"'",~ 0 .. '"' ~ '" rl.... ~ øJ ::to ""...... . E-< U" <V.. . .c: ;r: ~ rl ~ .. ..., .. OJ) ~ .. ... . o ~ 8 ~ ~ 0 O~ ~ ~z o. rl" ..... "': "": & ~: ~ c:.. .. "'.... .. ~ O~ __to.. ........ u ;:.,. ~ ...., ~ <11 a¡ U ~ . 0.. "E ...c:..., . <\>.. -......... to c .. to ~ 8 "'.. "' 01 : ~: .'!: ".~: 8 ~ .. ....,.. u "..., ~ 0.:> .. C:. >'00." 0.0 .H"U"':>O~<:>: · .' · · ~ 5:;:;~È 00 ........00000. .., "''':~c:....;''''': ..,~:::::..,: ;:::::::~ ;:;: """:...;C:...; : 00........,., .. rl.. rlO> 0> 0 COr- ~ ::::~:~""~ ~ :5;:;"'~ ;; ..."'ooo...,.~ ::~:~ : 0....."""'0"'...,... ;;::~~:~ È ~ ~~~~~~: oO..,.rl..,. : ~ :5;:;"'È ~ : §~2:~2:~~o~gg~ ~g~~~:~6:~~~g"''''': .3 ~ ....0 .~~o~~'i~:~~:~: : <:> ~~g~g~~o~gg~'~~~~~ ~6 S~:~:"": 7~ _~....oo _~o 00...........,. .. " ,.0) c: ..OJ.. "'n..OJ.. ''0 'n" 01 rl 0 c: -'-' ..:: ".... Po "'0'<::;0" 'i~~øJ. ~~> ...O.~;~ "', >...=~ði~~~: . a¡g.c:~~~~-'-'~~~> ~~~ :~~ª~;z~~~: . E ...,..... < > U C! <..::..... ......:>" u '" c: E >< OJ) O>~ ~¡~~~~~ii~~~ ~~~ ~. ;~~E~~~~i: >wc~~~~~~~~~ "''''< ~.u>uø>o~<o. :'0'" n " 0 o~c · <11 ONN , "" , 0" '0 c '. , ~. n " 0 : g~~ rl : "" 8~ 0 · , ~:~:5EOE~~E' 00 n t':;o 01 to"'... " " 0" ~ 000000.00...,000.0' ~C:~::~ ~o':~' , " " ;:100000""0""00"" 0"'0"'0"'''' ...00.... :I:~~~....~~ ~....~~ :';;;00000000000 . OJ 0 0'"' 00 '. . ~æOOOOOrlo""oo"" ·VOOOO"'.... : v~~;.¡~~~ ....,..... , c ·oooooooOcooo : N 0 0'" 00 0. 0 . °o.~ogo::oooggo. 0100000"'0<1>00"" .....,00000'1.... ...00.... ."''''.'''..... ... .... :0...............0.... ................ ," . ,"00000000000. ::3 ° 0'" 00 o . u 0' AOOOOOOOOOOO A 0 00\ 00 -:-~ ." ..", c: ''O.......OJ "'....0 '" o....,a¡.. EO;;' .. '" :>:.....< ~.~> "-0 ......~ . 0 ....'O"'n.... 'D~~;;. o",ø..· "'>'<:"'<'00""0>'0'0 ~-'-' OJ· E u.... <>uu«.... ~~~~:;:~~~~~~ªªw~â 8~~~:g~~~~ææ~~~~~ 00000"'0'"'00"" ;:;:c:;:;::::;: :;:::~: 00000,..,0,..,00.., 0000"'''' ,..,00,.., ~~::::....~::¡ ::i...:....;:::: OOOOO"'ONOON 0000"'''' NOON N·'" .", CO< .N' c' OOOOONO"'OON "'0"'0"'''' NOON o , ::1000000\0"'000\' 00>0«>00\"" "'000>' ;r:",~",~~~ ~....~::: :", . '",00000,..,0,..,00.., '01,..,0,..,0"'.., ..,00.... . " ::æOOOOO....O...oo... ..... V "'00.00"''<> " · .. , .0 ''<::::1 . 0 .~....O '000000""0""00"" UNO. N", 0'" ° "'.... ....,c:. . .::::~ ....:~ ....0 · ~ ·000000....0...00... '" ,~O""O"'..., "'000.0 : ~N'N 'N N 'N ~: .' .j' " " " , . , .. .0 ," 0 ·~....o · ONO :~.9 ,t! " . · ,.:; .. ~ 0." 0" "" "." 0·....·... U"~ 01000000.00"'00'" ""'''''0''''0'''''' "'00'" ·"'rl·.... ...... .......... Q ....0 ......... 00>00> ....0......... 0.....00> 0""'0"" · .^ ....ON,.., 0,..,0<» 0"'00.0 0..,..,.0 0""'0.... "00 0"''''''' 0"'0\"" ....0........· 0..,0",' · ., ....0........ ",. .", ....0........ 0..."'.... 0"'....... '" .00. "00 0",,,,... 0....0...· 0<1>0"" · .^ ....0........ < u 8 ~ o ~ ò " " E o · · " ~ " o g · < · ~ , g o o o ~ - .~ " · o " o c ~~u; £~ o . " · . . . . . ~:." -=:2 0:>: ~ >< '" '" ¡:;.. -> ¡:; .... ..... :> ..~: p,~" g 0...... ..O\III Q .. f-< p...::.. U-O...., <II" ..... ......'" '" a:: ~: ...; ~~: ~ Z <:::0" 0.... œ.. o 0...... > "''''.. ~: ~ ~ g: -;;; ~ë1: !i ~:5: .. ~~....: 0:>: o 0."''' ...... "'.. '1;1 U EIIJ -< QI >. ¡:; ",. 0-" ..:> OV. ;:I c 'C) u U..:..:¡.. 0 '" ZOO" .. IQ ~ ,~~: .. g :::J f-< ..... ><1>" 111::1 >( ":E" IQ.. 0 1>1 '" III" '" '" '" ~: ~: ...0. QI. 0....... ...... .... ~: ~: $ <>: : ............. >- .'" :>.....<:. _ ..~ 00 ..c... a.. .. 40'0 ...¡ 0" <II" ON...... ....::0 ...........<:>. 0....'" 5: go:.... ......<:E-I !J g :<:.. ...... .... 0 H III.. .... "'.. e-.. .. 0 '" "'.... Z "'.. ...... - ...¡ N" *. U .. ",,,,. ¡:;.. .,...... 0.. __ u. ......0 >,.. c ..... ., IIIU" .... <II 0.. III Ii! ...c.IJ <II ..... 0':: .......... .... E-< ",. ",.. 0" t.:) .... <II E" 0 Ii! ...... (10.....11\.........'" ......<:. ~:tSg:2£ ð~~ · go: " " " ~ o · · C o , " C' o ~ x " ~ ~:"":g.,.....: 00,..,......, "'''''...0....''''. ...."" _0 ...,.. ........... .. 0.<::>0..,....... : o 000000. '" ~~.;~.; 00 g; 000000" ~~c::c:c:: : ~ ~~:~:~: 00............ : :: :~~~~:¡ t'H ~~..,:~.;....: 0.00"'....'" : : ~::::o~ co <:>00000. 00' O~O~O : 00 : ~~~O...: ~:~~:O:.' ~ '::00000000000 1110000 ::00 000000. <> ð 0 "''"' 00: ~~~~ '8~ "':~o"':o u ....0 ~~ 'Ð~~O ~O 00 o ' 0 :~O~O~~OOO~~O:~~g~o ~~ ~~~~~O: o' .. , ,..3:<"1 ,. ... ··0·0 . ..:...~ ..~O ~.-< .;-~.-<~O _~O ':0 .-< ..: ::I ..(1) .....-<.. .. C III III. ~....... <II.... 0 . C ... . .0: 0>.... I0Io ··Ð..<:::I" ~~~~~-~g>--a ~¡~ ~ ~_~~ðt~~~: œg;J::.~~~a...~~~> ~~~ ~ ~~g~~~~~~: a ........ ..c>OU..c<~ I.<~" .... U<I> s::e>. 0IIt;Þ.. ~~~~~~~~~~~~ E~~ ~ ~~~æ~~~~~: g~~S~rereÆ~~2~ ~:~ ~ ~gb~g~~~ß: . O. tJ~o .. " , '" ~ 00 " o o :;:~:;:~~~o~~~~: · .. . .... 00 .-<~ 00000<-0<-00<-' ~~~~":~ ~.~~~. ~~~....O'" "'~....'" 00000000000 o 0"" 00 eO o~og~ooog~o · . .. e ee ~. 011'" <:>, ", " o~o ::100000000000 ~Š ~:g~~~~~~ ~~~~ I.< 0.,>:: ~ <:> .~ooooo"'o"'oo'" .œ....o"'o<l\'"' <000<0 ~ . ~'" .", ..", '" .", =, æ ........0 ....~ o 00000..,0..,00'" ~ YOOOO<l\.., ..,00.., Y..,....i..,....o.., "'....i....i'" o~....'" ~:~<- 0.-<"'.... g:"',,:;: "'0"'''' 0000' ~~~ . 0000 ~~~ "eo 0...0.... ~":c::~ ";0..,'" 0,,",0'" ~::~ 0....0.. 0<00.. ",. ..... .....0.....-< 0000 ~~~ eeO 0000 ~:~ < U 8 ~ o ~ 3 " E -: , · ~ " g · < · "' ~ o " · o ,; ª " " , . .0 · , "'00" ::I . . . 0 ",.. c¡ll .,., c Ii" o ." · . · . : . : " :;<1i ...-eø::: : -,t : 3 ~~ t 'u .. 0 ""::1 .. O,W .... ¡II <.>.....0 .. "'.. ø.. Eo< œ <.>"'.., .. u- u.. ..., ... ~ .. '- ....... 0> 0.... .... ~>.. '" H '" 1.<" ~ ø. (),.;ø.. > ø~.. ~ ....Q....: ",wo" o. "'...... ø:: .....w..-e ....III>..C I.<>W"::I u..c~. 0 , 0 ¡:"" õ ";J::.Eo< e.. 011 .¡J ><11" "'.. III ::< , 1.<:£.. ..:.. 0 , . . ~ <II" ¡>¡.. ~.. Z c ..... 0" .. 0.... ",. "'.0" ø:: . d::.'::~: b "'..:. ~~: -ã: 3 ~O.. "'.. 0","""''' 0 1.<"'" ....¡>¡ ~.. 0''''-< ...... "" U" (I).. ....<: ;.::........ .¡J .. " 0.. ¡..... 0 0.... Z "'. ,.,.. ~ N."". 0". .. wœ.. ¡:. tQ.-<. O. __t>o o ,. a¡ wU" .... '."'Ule ";J::.'" œ.. -......... u 0: "'.. Eo< "'. '" œ 1.<" a¡ e.. oe <1>......"'."".1.<(1) "''''.... D.> C" ~o 0." 0.0 H" u..oo.. <~ " · · g " · " . 8 " ~ · · o u " ~ ,.; 5 o X · . o , o . · e .' ~~ .. ...1;:: iJ;:: ,go..c: ''':(1)'' E' O' oe. ."" o· ~:>: H' ,. . 0.. EO' 0-' U . o. ., . .;::::¡: o. n , 0"0 .. "' '" " " " 00 .0 " , 0"0 011<.>"'.... " , 0" l;. 00 " . .. .0 "" "eO o 0 ~s 0 I< 0 e o 000000000000. o '" 0 0<1\ 00' ... ....i....io . . o 0 o 000000000000 ° 0", 00 ;: ....i....o ...... 0-~0~0~~000~~0 o.Q ........0 ......... " " 000"'0"'001>00'" ~c::~o;cr;~ ;:~~~ ......-<.-<00.... ,.;.......-< 0<1;1....'" ' :;:0;""::;' ....0.....'" 0<1;1"'.... 0'"''''..... ~o....i~ ~~~O ""0 "" ~::o : ::~:~~~ ....."'.."'0"'..... .......'" ·0 ...... .......0"- .. 0.00,.,....,.., : : :::::o~ ~ ~~~~:o~ ~ ~~:~:~: 00............ : <I;I..~~:~:~: 0..00"'......... : g 000000" :~Q~O : g g~~goo: 00 : o 000000. <:> 00'0' . ,0·0 .. 00.... : ~~~~~~: ~ 0 _ 00 <,0....'" : ~~ ~~:~:o: ::1:0 00............. : ,~~ ~~:~::::: _;;0 00...............: ~ .. w·· ·n.. Q ~ .:: "' ,... a. .. '0"<: ::> ~ III t>....<:..: W œ_ .?:::t'.:;ð0'~~~~õ: ,...."'::I:.......III.......C....<::~ '0'" o:e:>. <\10'. "'.......... 011::> ",.. c·",,_ c.,....... <I>....,....,-n.,.. '" 0 1.<... 0 œ 0>"" Q . u>u~>o::>otC~ < U Ò " ~ o ~ ò " " E o : " · ~ " o ! < · ~ ¡ o o o o , " · o ~ " " o o , . æ · ~ X " : . s:....<- > ~o II; c . . .-<..... 0.0 "" "~ c., 0.· u.. 00000000000 '"'0'"'0""'0 0000 :::....i:::....io~ ~....i....i~ 0go~~ooogg<::> · .. .. "0 o 0gog~oooggo 0....0.... :;:":~:; ~O,..,Ln 0"'0'" ~"':~:;:: ....0"',.., 0000 ~~~ ""0 0000 ~:: 0000 :;:~~ "eO 0""'0'" ~'":~;:: ....0"'''' . WO,,",~Ln '''''0"'''0'-; ,. . ''0'-<00 '0 .;:¡¡:OLnO'lO . 0<1;1",0 .3:"" ..... ..:....8....00.-< . " " o , ... :;;;z 1.<...:1"''''.... ".......,,01'''' ...........c<:: '" "'Ð "'.... "''''<~I&. ~ " ::>00000,..,0..,00.., 0<1\0"'0"'''' ..,00,.., 1:1:,.; ...... ...... ....... . "'.-<"'.....0'" "'.........'" O'~ 'OIQOOOO..,O..,oo,.., .(1)....<::>....0"'<"> ..,00"'" ",.J:>.""'''''''''' ",..<,0 ::ìf '-;0 ........ o 00000000000 ° Y ° 0", 00 Y . .....0 o 00000<::>000000 : 5 5: :: o oogog~oo0:5g:o ~ . . ....i....i . wo<:>o""'o....o....oo..... """"000,","'''' ....00'" "'.... .."'......<,0 o .-< 00 " <::"'<::>"'0o",o",oo", ::> ° 0'" 00 o . .. . . U eO ^ooooo....o....oo..... ° ^::1:::1::~ ;::::~ -:-~ .::> I\) .... .'t -ntQ 01'....0 o ..-e I<!" eo> %.-<..c ·n..;J > .... 0 o ...."O-n,... "".,...,.,...,> I\) >..<: ",..c-e 0'" 1\)'0'0 e ...,.... <><.>u..c<.... ,"W3:.¡J1.< ;:1;:1 '" ,... '" 0·... <l>ft.I>.ÐÐ 1"1 I>. <:: gÆ~S~re¡fgj~~s!·&: . o æ " " :;o~ SE- .. ~:. .::;;: <>: '" ><:<1> '0 ~: - Z § t: ~: o.á: ~ 0..... ","w" Eo< ~<.. ~-~:.~ a: ~: ...;;';- ~: ~ 1::;:1.. 0....<10.. 0..-<" > <1> ",.. ~ ..,g: .....0...: ",.. <IS '" 0.. ~:: ~ g'....: a: 0...... """"'0 SID" ....010>. ¡: o~. ....> <1>_ ::> U u< ~.. 0 '0.... m ~,g:~: ~ :¡... >",. " ::> ã ~: È;: a 0::....... "'-<0·"· 0...... III. ". " ~ ~::¥:; ~ a: <1>0..0.. ::> ~ 0.. ",.. 0 ", . ::¡:. "". Eo< ~: .a::: -5 .. 'II> .... .....E-.. 0 ~: ",.. 2: .. 0 u. ¡:;. .."'..... o. __ u.. ..... U >d . .}. 'I> OJ u.. .. .. u.. "' E ...<::..... "'. -.......... o<=: 01. &<"'."'<11 ...... C1I E" 0 ¡;; QJ........... ....<1> u"'......o.> ¿¡: è:38': ~:i! . < o .". , ~-g o ~ 0 .0 " , 8" · · .. n ", .HO o :~,:¡ ~ · u "" :~'::o_ o ~ :~,:¡ ~ 0 u ~-g OeO 1:g ," < ~:;~:;:;::~o:;;:;g;.; eO 0.....""'" 0"'......... HOO 0.....00'" ;::; "" CIlI 00 \1\ "''"'00 ",. .", .-«:>........ ~ ::~:~~: ~ ~~:~:~: .; CON....'" : ",.",...",0",,,,. O~.,;~'" 000;:::.....::::: ~ ~~:~:<C: COO"'....,.., : .......«>OCCM. ....":a:...;c::...;"': 0..000........,..., : ~O' ~~:~:..,: 000............ : :; ~~~~~..,: 00"'....'" : 6 ~~:~:"'. .; oo....,...¡.... "'."'''00000000. 0.0'" .0 ...... .",.", .. "'.;;~;~"'~ 00,........... .. ~ : ".... .......000"'. 'ON "'01\ _00' .. o· ........... .. :~~ ~~:~:"'~ _~o ~CH_~"" ..: ~ ~~ ö. ..;;;; g:: J.J <I> U....::: < m GI. .. >... > ;"0:; GI.... >~.. '" '-''-'oo:;......>m......o· ........::1:;...............0....0::· UtO 0::,,;" "'\1'. ........'-'... "'.. I< Q-<. 0.....-<....................." ..0>-<1<0.......,.... o:;>o:;ø>I:I::><I:I· < U o § o ~ ~ ~ " : , ~ o o , · < o ~ g o o o M ~ o ~ " " M . .., 8 ;::: ~ ... ~ U o ~ . " - ~ " . " o o ~ o . " . o > æ o ~ · , · ê:ê~:~Oª::~ 00000"'0"'00'" "'0""0"''''' ""00"" "0 00000....0....00.... "'0"'0"'''' ....00... ....... ·N N .", HO ~OOOOONO"'OON 0"'0"'0"'''' "'00'" :!:~,...;~....o;;~ ~,...;,...;~ .¡;¡ 00000""0 "'00"" <1>..,0..,0",... ...00... ",... ........ ° ... ,...;,...;.... =æ 00000"'0\000'" ~"'o"'o"'''' "'::'" o ~~:~g~BoB::B o 000000"'0\000'" ;:~~:O;::::: ~::::: <1>00000"'0"'00"'. ~""~""O":"" ""00"'" o ...0 ....... 00"'.... 0"''''''' "". ...,. 00"''''' 0"'....'" ",. .", ....0"'... ª::~ 0""0'" 0""0'" ...0...... ~g~~ ............... 0"'0"" 0"'00' . .. ....0......... 0"''''''' 0"""'''' "00 <1>0"''''''' ....0"""'''' ",,,,. ...,. '0...00 o ~~~~::~o"'oo"':~~~~E 7~ ........ 7~"'00 ;;I ... ........ 'O.....IQ m.... 0 . 0:: '-' o ..'O¡Q.. EO> .... 0 0:: ::¡:.... < ....... '" > .. -. 0 -< II> II> II>g..:::';;J~;g'd,-,'g;g;g> -:.:~~ IS '-'-< <>UO«.... 1<..1" .::~~.~~........-6-6It>....:g ¡;::;~ g~~~~ææ~~~s1¡;:: ~!Z~ 0::00000000000 "''''0'''0'''0 0000 o .......... :U ....0 ....... , ...... Ë 8~~ "" , "' ,-- U<> " . -~ , " . " , ¡5~U~ ;~ < " . j: . -.<:: . ¡( ... .xGl .."" e: : -~ : § '-' <1>. .' U . 0 1<..... .p,.....ø::¡ 0..... ... oJ 01. ~ ~<: :~-.;;: ~ ¡(... . .>.>... ",.",. E..;.,·.....I<·¡,¡ .., Z' 0:: ",. ... 0'....... .... . ;:: . ~ 'd: ~: ;> ~"': ..::¡ '" . Eo< . ..... >. >..... "'. . H ... .......... 11>0. ~:~:;:;~:2::~~....: <>: .0' 0.... . '-'1<". "" .... . U . E<'J. .,...... m >. 0:: o. . 0-. 0::. I< >... '" 0'<') U .0.UO<:..1.0 '" . Z .". >. . ø::¡ ,.:;:E:~~:~: û ::5~ . .... . > ... o. ~ . '" o. X . ....::¡:. ø:. . 0 m ';o . OJ .. .'" Q '" ,". 0::' ...::¡ .", 0::. O. . 0::·....·....0. >.. . o 0·.....0::. . :E.'" ....."'. ø: . .... "'. U. 1- . <>: ~ ~: .c:: .:: : 'g <I) ",. ",. . '" ..::¡ 0: ~: g~:::: .i: ;f:.. tr.... . u. <I).. .. .<:: ;x:...... ...... "II>. "I< 0. ¡.,. .0 0.... .. Z o. Ll>. ...::¡ "';:: .. :~: · o. __ {J. ......" >,. .. ....,. <I) <1)<). .. .. · ". OJ'" .'<:;"'" · 01. -.......... ,,0:: ."'.. ....... ",<I) .. ¡'''QI E" OE ..........,...... ....<1) .".""""'.0.> · 0::.>'00.' 0.0 · ..... U..:I O. 0<::£ , , g~ · , 00 "''0 ..... ~;:", ~g"'''': 0" " · o , 0' 00000....0....00.... "'0"'0"'''' "'00'" ...0 ........ 00000000000 ....0....0"'0 0000 .... -.... .", ",..", ...............0... ................ 00000",00>000>' ""0""0"''''' ""o0"". , o ;~~::~o~~:~ u "" " " 0"0 <100"'''''' "' ' 8H 0 · , " ;:>00000"'0"'00'" 00>0"'0"'''' "'00'" ;x:~,...;~,..;o;;~ ~,...;,...;:::: "" Ll>.......0..."'.. .., "''':''':~.... : 00"''''''' : ""."'........0...,..,.. ,..,. ..'" '0 ."".. .. -.....'" .. 0.00"'....'" . '" ....0000Ll>. ° ~:d:~ ~ ~ <'>"" 0>0"''''' ,. ::~:~ ; ~ ~~~~~~: 00"'....'" : ~:g;;:;":g":....: ... .,..,.,..,.. 0..00............ : ~ ,..,.....0>0"''''.. .. ::~:~ ~ "" """"0>00>"''' ;:":"":: '" .....~...;~,.; : ....00 00.......... : 0""Ll>'" 00 .......,0'10"''''. ::::. '" ::::~,..,~ 0> . .,..,. ~ "'~cñ~~ : ....00 : ~o 00.......... : . ;:>00. ,..,.......0....... . ..,"'......""·0 .. .0.. ·.In·'" . :>:0..00.......... : .~~ ~~:~:"': _':;-0 ~o......... ..: ~ ¿; ~ P. ..:2;; ~: <10 0....:::..: IV "'. CO :>... > >'U <10....;> ". '" , ....,...., 0 U......> m......o.. .......:>:...... "'......Q.... 0::" Uro 0::,,:>' Qlt;>.. "'.........., <10" co.. Q..... 0.......... IV"""" œ......,. '" 0........ 0 '" """ <10' U>U<.':>Q::><Q· 0....0'" 0"'....... "00 0...0Ll>· 0",,,,00 . a, '0>' ....0"'...· 0",,0Ll>' ;::~: 00,..,,,, ' 00>,..,"" 0>' .Ll> "00 00........ 0>' .", ...0.,.,"" 0"'0'" . 0"'00 ' ~O;;,...;~: 0"''''''''' . 0""....0. Co . .", HOO .~g~~::; .::>"". .,.., ...,....00 , :>::;t2~~ . "'''''..Ll> ..:..~....oo , " :.S.;; g ~.'äz "" . ;:>......::> .. -:::~:g .~ "'t<>< r... 6 o o · ë ~ ò o " 3 " ~ , · j o : < o ., , , o o o N ~ o èi " " " :-;;;00000"'0"'00'" "'..,0"'00'1.. ...00..' "'.... ..........0;;.... ....,..;,...;..... =~~g:;;~;::;:o:::gg:::: V ~. . . " .. ,"" .~;:o_.oooooa,..,o,..,oo"" "u"'....·"''''o'''o''',.., ,..,00,.., .is . u....·.... ..... .... ..... "'o:~~:~::~o~::~ '0 .~~g~g;:~o~gg~ '" '" . Q ....0 '-''0 o. . '-;:;:0- ~ . ~ g"'.... æ.... o. · .' ~: .' .~ ~, " 0::00000000000 ::>"'0",00>0 0000 o ..... .... .... U AOOOOO"'O"'OO'" A~~~O~::: :::::::: ..:..~ ;:> .... 0:: ''0,..,'" <10....0 <I) 0 ...., 1<1.. eo> .... '" :>:.... < ·n·::> > .... 0 ........... . 0 ....""~.... 'O~~> 8~<'),": F·:5·~<~~t~~~.... '-'~ ·GI·::><IO"''-'I< ;:>::> .. o::t;>O::O::,.....,O....<I)~~"''''M~O:: O..........·O'"I<O::~==GI<I)O:;~.... Uø::>:~ >1<I"'HO"''''~~''':Er... LINSCOTT LAW & GREENSPAN E N GIN E E R S Appendix 0 INTERSECTION ANALYSIS WORKSHEETS EXISTING TRAFFIC VOLUMES (With Telegraph Canyon Road Improvement) N:\1105\Telegraph Cnyn\Report\110S-B App_cvr.doc Telegraph Canyon Road Capacity Enhancement LLG/San Diego : i:. i:. i:. " · 0 0 0 · 0 ;.~ 0 0 · " 0 0 · · u .; .; u · " + + + ,; , . · " · >u, 8 · 0 ~ , " " 0 0 ~ E, ;:>......<::..... ¡,...... . M , ¿ Q >~ N · · · 0 u .0 · B · " , . · " · ~ " >u¡; · ~ N 0 0 N ~ O. · .; · 00 0 0 ~ " 0 "~ .' ~ ¡; > ø:¡......d.... ~ · 0 " .. . ~ u ~ . Q >~ M , 0 0 o. N ~ 0 Q ;,~ §o 0 N ~ 0 .0 u · ~ ,.; ~ "" . ~ · 0 · " > " .'i · · v. 0 0 · .. ~ ~ · ~ ! · ~ ~ · ~ " · : 0 ~ .: · · 0 ~ " · 0 ~ ,: " ~ , " >, 0 · · " 0, ~ · u 0 ", , ~ 0' " ~ " " ~: · · ~ · ~ ;, " " · ~ · · v ~ ~ ª ~ 0 · · , 0 " " " " · · ~ " B " Ii ~, ,: .' .' ": · u Ó ~ o N'. 0> . __ , 0 ........., N'''''''' ~:g:& c::ß:gJ;:j 0_0' orv M'~'''''> .H' "'0 ., ~ ' '" 1-1 ,",.",. ¡::p, 'H' OlE <) , I>< . <).... 01).(>1.1»' Q : (h' ;I:- c·'" 0' 0''''' ¡:: :£:....: :: , 0 B § §::: ., , :;:;;: ~.O .. CII k... _ > ......... O>,r..¡:::", ,., 'Ok........ ::> ¡::: ¡:¡...........O Q '" t;> .. E Q) <) '" V'" ~';'ð~~~5~';:; 03.<IIe...I-O"'00 t.> t~H'" ~ I;< 0.. a:: t.> · ~~~~.'::.'::.'::;::;:: "'....;:1;:1::>;:1;:1;:1::1 "'<11""1'"11''''''''''' ...................................... ~&!~23~~~2J2J ~ 9 · B · · o , · ~ · · o o ~ · § , g o o o .~ .' >, 8, .' ~: 3,: .: .~ : .' E: ~ 'S . g o __ 0 o~ 0" ~, 0 åi~~ ~ ..11'....... '" .. >."'¡:::<O ... ..,..... ...... ,.;:1 <:.........., I::) Q .. '" t> "0:<1>0 "'.,..... ~~~~~~~f§ u:>o.........a.a::u · o " · ª · " " ~ " ",'''n..>. " .. 0 :~ :~ · · · .. ~: :':.2: 1>: "," X IV 'CI ~.. - > ~ ... .." " t: 2: ¿g g 0""" '" '" dO" &< 0.<.. u-o.. . , . ø:.... >d>" O "". E.. .........¡¡¡ <:> :>::, c".. 0... G).. o 0...... > IV"'. ..:I .... .... 0" 1:1 '" ;:; ~:>.: .... Q ~: ~ ê ~~: ;:g....: II:: o C. ,".. .....,.. c¡J.. '0 U E ~.. .... <II >.. <: .., Q> 0-.. 1-1 > IV.." <1)'0 <:> "u u<..:a.. 0 ....." N~ ~ ~:g: õ:e.. ~r" ,.., '" .......... Q ..... 0.... ... >01"'....... II) :I .. 1;j ~::t..::;: .. a 1>0 "'.......... ....:I C.. U.. , ..... 0" "'.. II ",. 0...... :;;:~: ~ ø: ~ ~:?:: ~ 'g WCo" c... ::< ..:I 0.. .... ON"''' 0 ...."'rl<O..o>:I ::t.. 1:>...... .. .... U" Q .. .r: .. " .. " "' 0 . . O' H "'.. #.. [) ..' c.. !l)...... 0" __ U" . ,. OJ II' U.. -. .. 0.. <II ¡;¡ ...c..... II>"~""",,, 0 ¡:: 10" E-<<G" 111<1:1 ...... Q E" 0 e 41......01.... "Q) -"..u"'....... 0.> C" >'0 Po" a 0 H.. U..:I 0" ..:::t · .. æ' ~ o " , ~ ~ . , , " . ¡; " .: ~: ~ ,tí; . "" .~ '"' '0,..0 .. ~ " " '" " . H 0>0000 ....0<:>0 ,''',' . ''0.......0 , ~o~og~oooggO.::E:gggo ,. ~~ ~~........o '::0 ..Q .'0......'" 11>'-<0 C.... .§! .:;~P¡...... ~~;>o ....0 0 Qi ¡ .. o ....'t;I......... '0...........> .....CE '" 11».<::....:'00.......'0'0 ......... E ........ <>ou«,... ....... "II>~""''' "" .. "'" .. gi~~~ææ~~~~~ ~~~ ~ 000""0....0...00.... ....0'""0'\"".... ....00.... 000000'100>00'" ~~~c:,,:':~ ~o~~: "'...."'.-<0'" "'........... agag~aoagga o o agag~aoagga 0.-<"'''' a",On · _00 00'-<"""" 000'>0'>"" · .. .-<0,..,,,, 000000 000 __0 00000000 000 · __0 00.-<0,... 00'>0'" ....0,..,'" 0"'00'" 000'>000 · .. .-<00....... 0""0'" 0""00"" · .. 000 __0 000 000 ~ :;;~,,:g"'a: 0000"'.....'" 00000'>00"',.... "',... ·0 .«>. aD"'......... g gg<=:gaa: g g~:~~o~ ~ ~~,,:g,,:¡;;: 0000'-<'-<'-< ::::;:;"': «>00"'00"'''''' ....,... ·0 ."'. .......-< . a.. 000..,..-<..,. : g gg<:gaa: g g~~:~a~ g ggc;goof __0 . ;>0 000000000' ~; ::~:~a~ _~: ac;~:o j '" ..... ... ..; ...-< 0. ..'!; ,.c:;>. .. u ",,.c: -<.. < . >,..:> >,u.......;> "'. . ..I. ..I ou......;> < ......o. ...... "';E...... < ......p.-< <:. . u« <::¡;>, < oo. "'.......u..'" "'...p..... 0.......... œ....ri < ...,O'). "'0.... 0 œ..'O... u:> u "':> C ::;...: C.. < U Ò ~ Q ~ Ò H H E ~ ~ " . ~ H " ~ < . ~ , 8 o o , 2 - o - " ~ " u .~ ~'::a .. " , '" " 0 . 0 " ",00000000..,.0..,.0000..,. 0..,.00..,.00"'..,. :<:<C .", ·'0 a. .'0 · ,-1............0.... , , "'0000000000"'0"'00><>. ....:æ::;<=:::;~cr::<:: :<::,,::c:;:::' =, ~ ,-1,-10 ........ ° 00000"'0"'00'" '" VOOOOO"'''' "'OOtrl VtrI .", ",··trI _ _0 000000000000' .... ° 0'" 00 " _0 . , 0000000000000000000. 00 0", 00 _0 o · ..0000000000000 o. -:;: 0 0'" 00 Q M u .~ ~'::o .. 0 "" OH ~ "'00000000000 " 0 "'0'\ "'''' , U _0 .'Op::: . ..,..... c. 3 ,. 0 . a..,. f ~ . . .. . œ : . , H .. ~.: .:¡: ",.. X œ "'0 e: . -~ § . ..I œ.. . u 0 &:'::: g.: œ. IQ ~ . ....;: u- u' ~ '" . ø::'J: ::; ~~.: ~ ° :;:; <: ".. 0'.... Q>. 8 ° 'ô: :> ß"': H ~ -:;:>: . ~ œt): !:ê ~ æ: ~~....: p:: · 0 e.... . ..I'" œ. '0 · U ¡; ro.. œ >. '" o 0-' ..:> œ. " 00 0 u. U-<,.: ' 0 .;::¡ œ'8: roE-< ..;'~.~~:~:~~ o X ..x. ø:. 0 V,I>¡ Q> .. '" c. "'.,. o:J. ",. ~. CO'> 0... II ,g : ~~.:~: r; ~ ~::<2-: ~ -g ..e.. 0.' '" ...1 O. .... 0"'0. 0 ....... "'.o:J ::E. t;¡>.. u.. < . .c ;x:....... ..... .... .... o. E-<. 0 o. . o. H "': ".. g;.;: 1:. .."'..... o. __ U. ...... u >.. .u. < .,u. .... O""'E ...<::"" .... -..... ri" 0 I: "'.. 8.... "'V ....., ¡;.. OE ......."'....... .... .......t)"...... c.> <::·>'00.·0.0 H' U...1 0.. '::::E . g-: . , , - ~ · > 8 Q ¡; · · ~ · - < · u .~ "' ._0 E-< "t)"'''' " " 'H ~ " "" ..'" o. "' ._0 ..t)"'.... " , '" " · · .. .~ " > ~[j°o j,!:¡ 0 ~ 0 H " · · · " 'H, , ~o ~ ~ . ........ 0<0 "" . "" . r::t1'cr:: 0..........'" up::;:¡:,.:¡ 00000,...0,...00,... ~c::::;":o;~ ~c:::c:::~ ............00.... o 00000....0....00.... ~:~::S s::~: 000000000000' o 0", '" 0 " . _0 0"'0.... 0,...0... · .. .-<ONN 0"'0.... · .. .-<0"''''' 0000 000 __0 0000 000 __0 ~::ª 0"'0'" 0"'00 · .- '-<0"'''' 0000 000 _HO 0000 000 __0 0000 000 H_O 0"'0'" 0,...0..,. _H WO",.-<,... riO«>o ,. '0.-<00 o AOOoo",..,.o..,.oo..,. ::Eg~~~ A~~~OH-O'~ ~oc:::~ ~'" .", _ _~.-<oo.-< . - o..::;:;¡;;~ ;::: :~:~:~: :::::0: :; 0C:::~C:::~ : 00 : g :;:;<=::;00: ;;: 0"""'0"''''''' .. ,.....,. ·C:"':"'f "',... .-<0...."'.. ;. ~~~;q :; :;g<:goo: g g~~goo: 00 . ,..,,......0..,.,..... '" 0 '0 .,..,.. ....,.,.., .. j¡0..o...;:....;:: : ",trI ,..,,.....,0..,0.. g: ::~:~ ! :'" ~O¡;O·~gH·;::;: -~o _'~' ~ .. < . ..., .. .. . 0:: .,.... 0. n'O,<: ",.. <1> U "''<: 0:: < w.. >,.. > >.u...... > "'.. .......... 0 u......> <1>......0.. .,., "':>.:...... <1>......Q... 0:" Utêl O:E>' <1>0''' "'............."'''''"Q....... O'.........a>.-<.-<..."'"'.. "'O....O.,",oœ. U:>U,-,:>Q:O":O. ~ " " " . . " 00')'-'· "" . "" . 0:0'<::0: 0·,.·....'" u"':>.:.... 0' o , 0' 00000000000 ° 0'" 00 " " . 0··0: ......<1>.. "" , U" "H. Z:;.~ '" ~~".'i] ~ < U ;; ~ Q ~ Ò H H E -: . .~ H . ~ < - ., ~ , Q o , û - o " "'00000<00«>00«> ONO"'OO'>"" ,...00,... ;'::":"";;";"";~;::: , , ",00000"'0,",,00"" œ..,.o...o",,,, "'00'" '" "',... ."""";';<0 «>..«> =~ 000000000000 o 0", ° ° _0 o " " ~ o 000000000000 '" 0 0'" ° ° _0 · . oo:;og~oooggo' o ~ _0 , N a>OOO"'OO'loO'\oaO'l -:;:;::'<:;:""0:: '" ."" Q 00 "'....0....00.-<0....00.-< '" ° 0", 00 , U "0 --;-~ .. <1> "" ...,,, W....o 0..'0 o:J EO> ri :>.: r< 0:: .,..,.;> > .... 0 o ....'V·n.... '0-'-""'> .. >.0: "'.0: '00 J..) a> '0 '0 ¡; "..... <>ut)«... ;oœ:<....... "'''' '" riUlo·....œr>.r>.'O'O<,¡r>.<:: o "''" 0: "':'::<: a>..U...1..... >0:1",...",,,,,,,<>:,,,,,,:>.:,,, · C' 0' .' ¿; ¡g' ;¡:S ~ . ~ : ~ ~: 8 g:,,: "" ~: ~: o x · ' " C,..., !:;",,' 0·...· ::1::'-< æ: · >, 0' "' 0' Õ' · c' 3: o .. " < u Ò ~ o ~ 8- H § O. 0" æ ....::1 ¡:: ~ Q> ~~ ~ > "'<to.... <\I 0>."" s:: III 1-1 '01-11-1.,... '" CQ,.........UOCl 0>00 IO...,U 111<1>.... I.... E <II Q, p..<:...."'" . 0 0..............::1 s:: u:!<~~~t:æ~8 c '-'c............................. ................................... "....::1;:1::1;:1:;:1::1::1 ~~~:¡~~~~:: Q>>o:alaI.,.,Q>alQI QI'4¡:¡¡:¡¡:¡OQOQ ò - - E " : o · ~ - o. - > " 0 . " 00 .. ~" o ~ < · ~ ~ . c ~ , x o o o N ~ ~ " : ¡¡ ö ., 0 O. 0" .0 0 åi~~ ~ ..000aI..... <II ~åib~8~..;;~ "1:<1>0 OIGI..... E::IE<IIQ,Po.<:......... E.... 00.""'''''''''::1 <: 00111........."'00 u>"....!-<E-<""ø::u · · o " · , ;;0 : · ~ :~ø::: ~.... ~~~~~:o:~~: ª55ª~, <> ~~:gM"": ~ :~~¡ ¡: g' :~.g ....0....... 00: ~:~ ~;~~~~~M ª:ª~5~oª~5Ë ~~~§' :~55~:;~~. . ~ II) , . k <> ' ... 0"'''' : : :~~;""...., ~~~::~o~:5~ ª::~: ~ 5:;:;....~. .. ~: :'::2 ':. ø:: ~~:;:~~:::o:::~~~: ~~~~: ~ ~~~g"'....: 13: :~! :§, :-g~ ........0........ "'00' ~.;~~~ .: .... Q> ~ ... tI .. 0 ,...." 1-1 ' . ~~~ L~;~~;""~~~:;:M 5;:g~g;:~o~gg~: ª5:ª,: :.·o:~~oo:~:.·,; ;;:~::~:~:'áE~:~':~ ~o ;;~;~~~o;~~~: g~g~: ~.....;::·-:o·..-.. ~:¡::..s'õ:~:>2iP : ,;¡. ~"""';"",..;,;"" ....,..;,..;....: ~.;,..;~: ,;:.;,;~,..;~ : :t:~>:~:;~~: =~ ",.Q ....~.I-I.ut>· ' ",,"' ",,,,,,,,,,,,,,,","'0\"''''0\ ~~o'~o'~:: ::: "',.."'''''''..... ~:s:~~:~:~~~:~~:~~ Oo",~œ~œ:~œ œ::œ: ~: - ,; ::¿:~ :: "', 0_.<:·1-I>~·""""'O - "'....,.<,) .o.<,)"::';¡·o '...." .", ' " ~. ~.>. .~ ,~~",_.",oo",,,,o,,,,,,,,,oo"" ",~o"" ~.",,..,,,,,,,,,..... t::f:,g:":õ: û :.<:.....~g"~:...œ~~~o;~ <o~om: :;.~~~: ~:"''':...;c:....: :: ~: ~~:~: ~ : g' : g:H "': 8"':0::...."'....::....: ~~o.~oo.E :,', ~. :::::...: ~.::~~:g: :fI),;¡: :~....:....::.... ....::....: ~ ,_, : ::~:~ .: 0:' '.... O. ;.,. ~ . ~'....: ~~: B: ~ : ~: 'Ó 0 T~~~~g:;.:::o:::g~:::T ~~~~: ~ ~~:~:"': : ~~:.g,: ?; :§, .,'~,g ~... ~'" ...~, ......"'0 '~'" o"'.....~..... : ,,;¡o....·o"m.O -..... ~ .~ · ... O~\D. IC ,........0-.. <:",ooo",~o....oo~' ¡¡¡omo""::s.... ",~~"'mo· ð:g':~ :.<:E-<:~gN~:g""c:"'c:o;"" ...."'o....:s:;.":~~:'gc:: ~~..;C::.....: ::~: : ~. : g:H "': ~"'oo::....."'~::~: ~:::o: .~._'oo. ;~:.:o:...:: o_..~ .A.....O~"''''..... ~00..... O\D\Dœ· ~ .... "'. "'. _ .,;¡ '" " ~ 0'1 . .,.. . N:";: .J§: -;-§...o.. 7~"""'''' -~'" ~",................. · O. ~-u. ,::s .. w.... .. 0:'. W·· ,...,..I ). · ...... u >,'" ,::, '0 ,..., 0> I ).... 0 . '0: .... ....:: "'.... '" "'0'<: "'''' : t: ~~<,):.i::;; æ :~,:;~IC,;,:,..3g> ....'O:.~Qj:¡¡ ¡¡:: >,..~~~~~~~: .w.-.........u,::,........ ' 0 ....'0...... '0.,..,...>,....,::= p ,........O<,)......>w......O~ · 0> '" E-< <II'" '" Q , oo>e ,~>.<: '" 0('0 0.... Q '0'0 . '" "'.... ' .... '" "...... Q ......c.... 0:. · .... 'I> "'. 0 f< . ....... "', E ...,.... .0; > u u 0(..::.... . ..,;¡ 111 .... U <;t) ,:: E >. Q C'. : 1:: tJ:::: ¡g . î::.g,:: ~ : .:: ¡¡: ð~ t f1< f1<.g.g þ¡ f1< ~ : E:;';' ~: ;g,:::.-~ *.:: ~ t~,.~: :~:~Sg:~~:32~j:gÆ~~~ææ~~~~~:~~~ ~'~g~~g~~~~: .' · ' .' · ~ .' >, 8 0' Ii ;,' .: ]: ~ < " ò ~ o ~ " - - E : , · ~ - o ~ < · ~ ¡ o o o N ~ · o .,; 3 " : " " 00000000000' 5:5::~ ~::~' O,""ON "'''"'''... ~O,,¡~ :~ U; ª ~. _J;:.. Of: 'w >Cd'.'O E: -z: § dO_ 'U_O "...,. a. a¡ ... ~ ~~: ~~~:O r,. '" ..: ~: ,...; ii 1:: ~ o Z <::;>.. 0.... <II" o 0....... ;:. 11>"'. ..;:¡ '" ..... .... O. 0 '" e-o ....;:... ~ ~d ]g~: ¡r; o eo",. ...... 0). '0 ~ t.> õe: ì:~~:s CO I:: u.. U o<:..;:¡.. 0 Z '0> ro , t:: ~ i!: c.. -¿¡ ..c: ¡;. ,., '" ~~:~: ~ ~ ~ ¡;j, t::o:: a:.. a o . <r.I OJ.. ro.. 0'\ <::.. z.. C . 0 .. ~ o '0..... ::0: ....0.. a: ...."'."'. .. ~ t:;:: :: .. 'g a¡ 0.. 0.. " ...;:¡o· ",.. "''''....0 -" " ::t.o:>_ ~: ~: ~ ..0). ... 0..... 0 0' z O' _ '" 0 .. <110). 0;:. ...,..... 0" __ 0.. o " "dOU. o. '" e ...<:..... 011. -......-... (.> <::: .,. £-"'.."'''' ..... GO e.. 0 E "'......"'..0...<1> ......u"'......c.> '::;';"00... 0.0 H" U"¡ 0" .o;::r: ,........""....0...."'.. "':~.,.¡":".;..: o.:::::O'\~ ....... '0 ....: 00............. ~ ::,,:goo: ~ :;~:~:o: 00.... : ~O' ~~:~:~: :::::"': CH ~:~:~"': <:> 000000_ <:> ::~":o ~ <:> 000000. 00' °c;~":o : 00.... : g ~~:~:o: 00... : "'..."'0"'...... ~H ::~~~"': ~ " §"'g"'g~"'o"'gg"':~g~~~ ~~ ~:,,:gQO: o . .. ... ""., . o. .......,... .. U rl"'o ....... :'8....00 :>;0 00..,.-<.... : ~~g~~~~o~~~~:~~~~~:~~ 5:;:;~..::' _<I) ......0 rirl ~~riOOrl~~O <: .g ~~ ~..:;'Ó .:... :;~ ;';~p'..;¡;''':;~: ~ .i~~~n_~g> ~ ~~g m ~-~~ði~:~: ri ~ . 0 ri~~rl ~~~> "'<:E ~ ......OO,>~,O. o~~_ ~>~m<~o...~~~ mm...- ~m~'ø'Qri<:. ....... DO E J..>..... <>OO«rl ...~.,.,... 0<1> <:E~ lilt>. ~~<:~ ~~~~~~~.g.gM~~ B~~~~ ~~~~~~t~~: 8~~j g~~s~ææ~~~~~ ~~~j~ ðg~~g~~~~: < u o o ~ o z ~ o j g " ~ , . :'i o : < o ~ . o o o ~ !i o .J : e · ~ · . " , " o "e 0""'00 OmO... m . .", rlO"',., u ~~o 1110"'''' "' ON ~ 00 00000000000 "'0"'00'\0 0000 ;::"';;::rlC;;~ ",..", · · · 00000000000_ o 0", 00. 0000 ~:~ è > è . ~ 0 0 0 N : 0 0 0 ~S 0 . " 0 < 0 u u æ ~ ~ N rl . cu. $ N 0 - - ,; ~ B~ ;:¡rl~O'\ .. . . ¿ p~~ ~ ~ - 0 - _u . u g ~ - : ~ N " : z ~ ~ ~ >u;; N N 0 H . N . .. :, ~ 00 ~ rl ". . > IIJrl'<:C'\ C " - - .. 0 u .. c>~ ~ ~ U U 0 0 "'- 0 : N ~ 0 "0 _u " u .; ~ <~ < ;; 0 0 ~ "> ~ · 0 . 0 0 "- , ~ 0 · . Ii , 0 ß ~ 0 0 0 è 0 ~ 0 ~ 0 " . " æ " : , !i z 0 0 · ~ , $ > 0 " rl 8 ~ u 0 0 " " " ,; , : ~ ~ ;, .j - - £ 0 0 0 : ~ ~ .~ ~ . - . e . " · ~ - . 6i : 5 00000000000 o Om 00 0000 ~~: u .. t:~o III ON,.., , . 8.... .. - ;:100000..,0,.,00.., Omomo",.., ,.,00.., :>;rl........... .... ..... "'...."'....OM "'rl....M OriO.... ~:~~ . ",00000"'0"'00'" 111....0,...0"'.., ,..,00.., N ~",.",..\O ",..", =l: .... ....0 00000000000 o II 0 Om 00 . . . OMON omOO ",. .", rlON.., ~~~O rlrlO . .. "" "" ~-;:;o :~.5 0 ~ 0 o 000000000000 N <: Om <:0 0000 ;:<:<: rlrlO rlO o _000000000000 - 0 Om 00 ;:: rlO ....rl 0000 ;:<:0 rlrlO - ØOOOu"lOrlOrlOO.... J..>000"'",,,, \000'" ru....·......\O ",..", o 00 0""0"" 0....0..... ",. _CD riONN " : " ." .~....... > o ~ H æ . · > o - o ,; ;, o Ê .' .' - ., . _0 1:;ul:: ~:: : ~::' . :: :;¿~: 'd~ 6: : -~ : 5, ~;: :~Ldg.. ,&<. .. u-u...... 'Q .. ......... "';"01 , .=:II!. .. .>.>. III' "" ' <I)' e.. >,.. ...... \.<" ¡¡ o . Z ' <::::0'" .... 0.... < .. ,;;:S:£'õ:~:>~"': ,..:¡: ""!-< .....>.. >..... ..... ~ : ª to "," ~.. '" 01 0" '0 "&:: :~~a:L,a: o ¡;; If¡.. "'..,..¡ IV;'.. ¡: 0-" ¡::. k> 01" ::J . ~ ~~:~:u~,.:¡:g~ .:; 5.~~:g: ~ :~. ¡¡: ¡j: :.::s:: 0>::: : £ Do ...,... <::. ..,.:¡ ::: : ... §: ~: : ~ ~: 0:::;: a: : ..... ",. u.. + .. II: ,11)1-1.. .. .::. .'0 , t 8.: 'â: : 3 . ~O" "'.0""-'. 0 .. ¡.,. 0...."". IQ 5: go:.... :.c:1-< ~.. ....... .. ... "III. .". C'" Eo<" .. 0 "'.... .. :z 0.. 11'>.. _ .. ,.:¡ N" "'. <I... .. .. GIG).. ..0::. _Dl..... : £: û- g,: .. ...... II! a>U" .. -. . .. o. ., ¡¡ ...<:...... .. "'. _........... <> c' ..... .."'........ ."""111 ¡¡¡..oe· .1II......u¡......I.<n>· ........0.,.....0.>' :.9:&S8:~~ . ; ~~:~:"': ~: ;:~;~:~ ............. .. 0.00"''''''' : Lt\ ",,0000"'. o 0....·0· .. . ·...,·N .. o 001,0..."" : , ~~~:5~o~:5~ ;:5~: ~ ~~~~~r-: ... ,0 0.:""......'" : 6~g:;::g~:::o:::gg::::: :5:;:;;;;:: ;:; !;~~g"":~: ::= o.Q .,., ..., . .,." ",. _N . . ."".", .. : .10"'...."'...0... "'...........: ....0...."" oo...,...¡"': : ::;:g:;:g~:::o:::g:5:::: ~~:~ ,: ~: ~~~g~r-: =;~~"~ó~ ~~~~: ~~~~ o:oo~~~ ~ ~ ooooo~o~oo~, o~~~, = ~=~g~"': : '0 0 ~"'O"'O::"':'" "'O::C:"': ~:::::::: 0 ..~.,.... .. :~~ o:~ "0 ~~ oo.,....~ : : êg~;;: ~~~~~~~o~~~B: ~:5; ¡ ~ ~~:~:"': :æ.... o,t ,....0 ........: 0 Oo~.......: ~ 0: ;~:~::~o~::~! ª:~~' = ~:;:;~~ ~ooooo~o~po~' O"'~~' ~ ....~o~~.. o.~~o~o~~ ~oo~, o~...~. ... ~~.o· .. . 'Q '" . . , ~..~, . ......... .. :2~ Q ....00 :;¡;o 00....".... : , ~ ~ ~ ..' ~ .. ,~....o_.~ooooooooooo'~o"'~~. ~~......"'~o~...... . ;!"'"'g~o::~o",:~ ~o::o::~:;=~~~:1~:~~~O::~ : ~ ~o:~o:o::~o~::~:j:~:o:::":~:::~: .^....o....o~'" "'00"" O~....~'~N ~~·o· .. "~~"";o"'" ,.........,...;....: ~~C::o"': ~c:: OO~,...;~ : -:-2:.. -:-~ -:-~.... ..: c :,g.;:.?;: ;¡;.:;'C: .::c: ~ .::;¡¡ ;';~Q,"~;:~: ~ o.~~- EO~ ~.c-c:~' ~u"'~~~~.. .::;..~ ::E'õo<....;g.;:..::>,o.~.;:.~:::~~ ~:~;;ß~~~a:.E:6: 8 ~"ûi : ~ > ~~ 0< ~ ~ 1: ~ ~ ~.... : ~ l~;,;.... : 11 ~ Z';:: ~>;Q a: 6.: ~~ .~, ~~)~~ ~~ ""~,~~"',""~~P"'~Q~.. coot:t:. "100-<([11>01>0'0'01>11>01':' ~~"'nCC:' O'....-<~....~~"'nIO.. 8~~~:gÆ~~~rere~~~~~:~Æ~~~:~g~~g8~~8: . · . " .... : -g : "" ~ .. ,.......,,¡.. p , , ~~ .. ",. .. 0 ~ ~ .. ~:~ ~;~:~~o ~.::: L_1' ~ . _ :;¿~ :~~: 00 s: :...-..::. : §, : 11~ 0 t:2:: :¿g..:k] '~~o 8.~: :~~t:~~'~g ~ ~..,.,~.."' OH ~ =,:g: :~~~:¿'¡' 5: 0° 0' 0.-<" .. > .."'.. ..;¡ ... ~: ::g: :,.... Q....: ~:~:~:: :.~g.~: ø: ":8:~Æ: :~~~:-g 0' '0-" ..~>~..::I o,o,u" ..u<,.:¡..o ....:!:' .".... .."" ~:E:~~: : ~ :~~. , H ' > (D"~" O "::I" U' >C ' ~X" "'.. .. 0 ' (D. >¡, (D ..(D.. .."" C. 0'> 10" ~.. ....:I ' ,~. C" u.. .. c."'.....o.. <».. II .. 0' '" , 0-<" ...... .. x . ~, ~...... ~ .. ........:<:.. + . ~ (D .....,. >0 . ~ > (D...c::.. - . t: :~8: ~:o...o: g' . . ~. N....~. "" ::E. 00. " .. ~ u" <». ...c:: ::<:...... ....., .. CIJ.. .. ~ O. ~. .. 0 g:....: ~ : 2:..;¡ : "'. "". u .... · . (D(D.. ..t::. .......... .. o. __0. ..·....0 >.. .. ...,.. "' ~U" - - · o. 10 E ...<1 ~ ..... _......... u" · "'. E->"'.'"'' .. ~.", E" 0 E .. ~.. ~ 10·.... ~ ~ ........Utl)...,.."'> ,,"">'0"'''0.0 .. ..... U..:I 0" -=: % .: ~: . ~ o o N æ: ~: 0, "' .' ~: ),: 0: ~: ~: " .' " ., .: 0' .' .' æ .' " 0' "' .' ~: .' 0: :~ ! " .' " :~1L . "'0"',...· " 0 0" " · '~. ~-g 0....0 ' (DON,...· · , 0" " · :'OCIJ '00 ., O~ 0 00 · 0 8H '" · 0 :'QCIJ ,"''0 0 " 0 0"0 00 0 " 0 0" " · o . ......~ 0.0 "" "" 000 0...·... un ooooo~o~oo~' ",o~o~... \000":>' "'0 ........ g~g~: ?::o~~ 00000000000' ....o,....o~o 0000' ~.~ .", ~ . .", . ...........,....0.... .......,......... < u o~OŒ> "". .....' ....0,..."'· 0"'''''''' 0"'00' ~ . .~, ....o....~, õ o ~ o ~ S " 3 ~ : o !! " ooooo~o"'oo"'· ~o""o"'~ ~oo<O: o o . . < o ~ g o o o N " " .; ª " " N . '" o....~Q~...... .... ~~~o::~ : OON"N : ~~~~~~: OO...~N : :5: ggc:gc:o: ... . '0'0 .. 0" 00.... : g ~~~5:0~ "'.. ...."'~O~~.. "'::r:'":..;c:..;"': 0..00.... : \D "'~"'o"''''.. : ::ó:ó....~ "''''''''''''0''''''''' -;:~"";.no::.n~: 0" 00 "'~'" : 0000' 0 000<:';00" ~oc: 0 c:~oo::.; : ....~o 00....: 0000' <:> 000000.. 000 . 0 00·0' .. ~,....o 0 ~oo~o ~ ~:~o: ..: ::~::o ..:: .. : ~ cooooooooooo.(DOOoo, ~o 000000" ~ <:> 0'" 00 ·....000 ,~o 00·0' .. :8 ~o .. :~~.....o :~o ';';0....0 : :~ogog~oooggo'~gg:50:~g ggo::gc:o: _0) ... .. ~~~.....o ~~o ~oo~o j ,;:I .... .... t:: ..(D.- "'n""''' · '0 ..-.0> ...... 0 . . <0:..... '0<: "'.... 0. .."0.<1;:1" :i~1°o~_~g>__~:~~§ ~:~_~~~t~:~: , 0 ....,o~.... 'O~~>,~,,~ o,>,.......,ou,>CIJ'O.. CIJ>.<1~<~O~CIJ'O~ ,~~~ ~",~,..,p"".. g ........ <><.10«..... .....:1.10 Uti> CE>' ~"".. ';:I~~~~ ;:1;:1 ~. ;:>,::1 ..."'-~"'~~~Q~.. :gÆ~]~ææ~~~~~:~~~ ~ ~gE~g~~~~: ~ · " " OOO"'ONO"'OO"" ~O~~"'~ ~oo~, 00 ....... 0...."'0 o~oo' ~oò"": ~:§::~0ª5:~: 00000000000' o 0'" 00' 0........' o"'~o' ~o..;:' N < u Õ o ~ o ~ 0000 . ;:c:o:: . ""0 ~ · 00000000000- o o~ 00: N~ " ' ;:100000000000- O....O....O~O 0000' :':'" .~ ..~ ",.,0'\' N...........O... N""'N' '. ' , ..ooooo~o~oo~, · ~~o~o"'~ ~oo~, ". ~'" .", ..... ... _ ·N' · ........0 ,........ 0000 ' ~:: : s ~ 3 O~O~ o"'o~ ~.;,.;~ 0"'0"" 0"'00' ~o.....~: ~ · · o !! ~ =æ O"'ON' o~o.... ' ~.;~~, o ! < · ~ , 8 v:;ggg:;:;::O;::gg;:;: ,1,1'"'.....'"''';0'''' ~..;....;~: " '0 ' ~ogog:;:oooggo: ,..., ..0 , 0 ' '000000000000' '0°:: ::: o o -20g0:;:;600:5g0: . ' ° o o " ^ o " LINSCOTT LAW & GREENSPAN E N GIN E E R 5 Appendix E INTERSECTION ANALYSIS WORKSHEETS BUILDOUT TRAFFIC VOLUMES (Without Telegraph Canyon Road Improvement) N:\1105\Te!egraph Cnyn\Report\1105-B App.cvr.doc Telegraph Canyon Road Capacity Enhancement LLG/San Diego ç ç > ç ç ç , , 0 0 0 0 0 0 . 0 0 0 0 ,: :¡¡~ 0 0 0 0 0 . 0 0 0 0 0 < ., u 0 0 0 u 0 · · · · 0 c , . 0 , , ~ >0::; · ~ " · , " : · ^ , 0 0 0 0 ~ "' · ;:¡......<:... ." · Ò Q>~ ~ ~ ~ ~ . M :J 0 u u -" 0 U 0 3 · · " M 0 · , " N 8 " >0:;: ~ " · : N 0 · · · ^ , 0 M ~ 0' : 0 0 0 , '" ~ ^ 0 "~ " ~ § , =....<:... - ." ~' . · ~ M U ~, >~ ~ ~ ~ 0 .. M 0 ~ > . 0 M M~ SO U " 0 u · 00 u · .; > iiM < · < " . <: · 0 ~ " . 5 , co ~ 0 0 · 0- · ~ c 0 , : 6 0 " · M ~ ç 0 · c ~ " , 0 0 , " 0 ~ 0 ( ~ " ~ · ~ 0 · , 0 c :<! ~ " ~ · 0 0 i: ^ ~ > Ë 0 0 0 0 0 · ", u · · ~ u "- c' , , M 1\ · · 1 · ;¡ · c 0 ~ c 0 ~ · 0 · · " " " ! " · · · · · · ~ 0 ~ ~ ~ ~ ~ ~ e , · , , , , > > > > > > ~ " , Ii > · " , · o · < u o c ~ o ~ ....."', N" ...:8, """" .1.1 .....'1,< ~: ~: hi ~ : '-' : ø:: GI o . ~ ' 0:- ...·:;!;,...O ...... .... ~ . r;. , III P" ",.",. CE¡ . .... , ... H ~ ; ¡;¡ : à: 0 Q : ",: z c·",· .... 0''''' ::> z " "', 0 ~ , . o o o~ ~ .~ ~ c ~ GI ~~ ~ o GI a¡..... <II ,,>'\<0<::<0 .. 11~'::: ",g¡:; .. 6. ........,0 "'40.... g E" 1:1,0..<:.1.1.... 00 Po...·.......,::> <: Z II) E........ 0 0 U"'CI....r;.r;.r>.a:U .1.1::>.................."'....... .....0........................... ::>'0;:1::>::1:<::1::>::> ~~~~.::.::.::.::.:: ( ::IGlO )QlQlG QlGI QoJCCQQQQQ ò - - 3 " : o , ~ - o : < ~ . 8 o o o N · ,: .' .' ", c' ~: :<! , · ; , o .§ o o , ~ , --. o~ ." M' 0 ~ ~~ ~ ··QlGI.... .. ),1<0,,0'1 .. 't .... ....... n;:! <: GI-'-'.... ~ Q .. on 0' ",EGlU to GO·"" ¡::IIS"'P,¡;,¡..<:"'.... ....oo.....·..."'::>c OGlE 1-1..",00 U>t:I....¡..e.<r>.ø::'-' " .; · · 2 o " > ~ , · · Æ o "'<oU" ::> r"I' .. 0 .. . 0'" ",Eo< . . .. ~: :'::2 'tHo .0<0) 'C ,::;.. - > 0:: ,.,.. ........ " t: ~: c..~ ~ 0...... n '" oJ" ... go<" ~-.;¡: '" P:;a>.. .>.>.. '" S'" ........;,.. M C::>" 0.... Q)" 0""''' :> ova>.. H .LI~: ....0....: ~~: ~~~: or: 0..... ......01>..." E ~.. ..... dO >.. C 0-" ,., > <1>" ::> o "U<H"O ",.. ..¡¡¡ ~ ~:~: ~ ¡¡ ~ ><1>...... O ::> ~:::: ..a,.:¡ ¡:::..",. ... 0" .. 0......."'.. rl ~: :;:: o¡ 0),.,.......... >< 'C ;>CV..,c:.. ,::; .2 g: ~: 5 .. .... N "".. '" 5: g>:.... :.<:t :<i...... ....... GO" .... Eo<" .. 0 0" .. Z 0.. N" _ .. H "'. -.. <) .... .. <VI ).. '::. .."'..... 0" __0_ ........ 0;) >,.. -1->.. CII Q u" .. .. 0" '" E ...<::.u a¡.. -............ <>,::; "'. ....<11....., ..... Q) e.. 0 E ø......."'........w ....,..u","'"a.> 0::" ;:., 0 c.... c.. 0 H" u....o.. <::¡: · . ~ .. .0 " , o~o Q>U"'''' "0 8.... c " ~~~~ :; ....O"'N nO "'00000 ~o ....000 "'0 ª~""Q go o ~ogog~oooggo ::!:gggo It<7\' . _,';........00 . o " , 0 0 . 11><11 '" -:;:~z '" .. H........ "......::1<1>«:1 '-'-""-'<::<: ....."........ "''''...:,.:¡¡,., o o 00000000000 <> 0"" 00 0000 ~:: ~~~~ ....0"'.., ~~~~ ....0"'.... 0\1>0'" 0«>0.... .... 0........ 0,,",00 0""'0.... · '. ....0"'.., 0000 ~:: 0"'0'" :;:....~: ....0""'" 0000 ~:~ 0000_ ~~: . gO' g~:~:o: 00.... : ::: ;;::~",:g",:'"': QO",·N : ......55;:;~~ ~ :5;:;<C~ . ......,<'-0....Lt>. Lt>.. \Oa> ·0 .Lt>. ........... . O.OON....N : ° 000000. O'=: 0'=:.;0 : ~.::a>oa>\O~ O+.....a> .0 ........ .;.;~,..;~ ~ o 000000. ° 00·0' . ,0,..;0 : gO' g~:;gOO: 00 : ;;:~:~:~: ::~;~o~ . ,0·0 . 00.... : , :~:~~:~:;o: ~;:¡o.oo..... : '" - ... ~ õ>~ Ö. ..~;; â: "" U ",.<:.c "" "". ;>... >;"'u ""....:> ". ""''''''OU'> ""'0. ..... "'::t:,""'Q"'" j:. Uti> C ¡; >. 0) "'. ""....,,,,,,, "'I-<Q""'. 0...........""........""......"'. '" ° I-< I-< 0 "" OJ." 0). U>UC»Q::><Q" < U Ò " ~ o ~ ò " " 3 o ~ , ~ " o , · < · 5 ] o o N Û o ~ " ~ 00 § ~ o ~ u " · U .0 0 "0 o~o ...ON'" " 0 0" " " o 2 o~o ., "0 o " 0 " 0 · ~ 2 o~o Eo< ~¿; o ~ ! ......1-< B~ CI '" ....,... .... <::0-<::<::' 0........ '" un:::t:~ 00000",0"'00'" :;;:'=::;;:oa:~ ",,00Lt> N' 00000000000 ;¡;'=:J;'=:a:~ ~o~:¡: N N · ~ o o N " ~ ",·5 X 00 o · o o o % . ~ u ." "0 o~o 0) UN '" "0 2" " u .0 o O~O 0)0"'..... o 0" " " " o .. .~ "0 "HO ",0 "- - ~ " 8.:'j'" "" 0.0 0·....·.... U2% ~~~g~~o~g~~ " ;oOOOOO"'ONOON 0..,.0..,.0(1\'" NOON :J:~"';-;:.....';::: :::.........;::: N N , "'00000000000 ... ° 00'1 00 " =,. ~ 00000<-0<-00<- Y..,.O..,.O",'" "'00'" y",.", .", '" .", 0"'0'" ~::~ o..,oGO 00''<''''' ....0"'..., 0..,0'" ~::~ 0"''''..... o~o..., HOO ~::~: ~:;::~~ ....0.......... 0",0'" OGOOa> · .~ ....0.......... 0..,.Lt>.., O~"'''' · '. O..,.Lt>N O~"'"'' · ·0 ....0.....'" 0"'0"" OGOOa> o '. ....0.-<..... wo<'-o'" ....0"''''<- o. ""....00.... o :>':Or-O~ 0"''''''' ,. _~....OO - " ·0 0 . U -" U" '-<..::I'" .-< Z>~ '" ~ ~~ .~ :::: ..,......"'0"'..... .; ::~:~ ~ ~ :5;:;~~ ""."''''''''0''''''. 0.0.... ·0' . ,,<,-,<- . 0.00Lt>....'" : ~ 5:;:;0~ ""·S5;:;~~ ;; ~~:~;"': .0 :::::a>~ ~:g:~ ~ ~ :5;:;r-~ "'...."'0"'...... ",+....«> '0 .",. ........,. . 00"'....'" . ........."'0"''''. ",a> ·0 ....... ..",.", + 0..00"'.....<.0 . ~ ,;:>,.., .......,.....0<'-"'. ''gO ,,:--:.,;'=:«> : :>,:0 00"'.....,.., : ~~~ :~;:;.....~ 0::: .. "". .~...... .0: "'.....0...'0...,,+ "" 0 "'..c:.o: "" "". '" ;:.,..;>>.t)(!).....:>::>. CI) ....,...., OU':> 11"0+ ....."':>.:......""......0.....<::· UCI) <::E>. """'. "'.........., "" " '" '" Q..... 0.......... "".......... ""·n". '" 0... '" 0 "" ",,,,, ",. U>U"'>O::>o(Q· < U Ò " ~ o ~ ò " " 3 ~ ~ o o ~ " o ! < · ~ , o o o o N û o · 3 · " " ~ ~ o " " ~ o 2 o o ; o · " · ~ · 0 ~....Q. ::I 2 · 0 " · . · 0 .. · ." O. ~: +;::2 ~ C( ",. X"" '0 6: ~~. § .......+ '..", 0 1-<....,. 0.... <' &~: : ~~~:....8 Q) ..,..... .. r;.: "" +. .. >. ~. '" <:: s: â: 'b~ ~: ¡>¡ 0..... + c. > ""<n. ... ..... O. "". 0 . ....>. ~....... ..... '" + <. '" ""0 + ....0>+ "'0- ;:!!lI. <::....."'...... 0."'. 0" '" "". '0 ¡; 0:1. ...... "" ~ + C 0-. U" '" >.... " U <II. U <..::I. ° ..."8:~: : 0:18 "'....~: ~ ::5 ><1>.0. OJ +" ,":t. r;.:. . 0 o 00 <nO!. c. C:. O. .... 0 + >,. II 0...... C+ .....OJ. n: .. ...."'..t).. + n: <1>1-<" .. >< '0 > ""...... J: ~g:~: 0"'''''''' Õ ...+"'....."'.0:1 ;.;:.0'...... . Eo< U. "". .0::: "'....... ..... ........ 0.8. 0 Q g: .....: z ~ <n ..... #. U · ",,,,,. · 0:. .."'........ · 0. ~-"'. .....'" >,. ....,. '" "'U. .. n U."'¡; ..c::.... "". -............ 0)':; \0. ...."'. "'''' ,-<. '" E. ° E ,,,,........OJ...... ...(!) ....,... U"'..... 0.> 1':. ;>, 0 Co. Po ° H. ()..::I o. <::;;: 000000000000 '" 0 0'" 00 " " 000000000000 o 00'1 00 o 0 o N "'00000<,-0<'-00<- -:;:;;:~;;:Oa:::::: :::::O~::::: o · · " " .' . N'. :::.~ ",,~ o U o 0 N ~ '" ~ " , · . Q o cooooooooooo :I 0 0(1\ 00 o u ~O -0 ." nO> '0........ "".....0 ~.:..;~al.;;.. 5 g;:. .. .. 'õ o .....",........... '0........-.> o>:>,<::",<""OD""'O'O E ...;;:.u<.><..o:..... ,,""¡o....,... :>=' '" .....\Oo...."""'J:t..'O'O"1"'J: g~~.:;~g:g:'ª~~~;;:: ooooo....o<'-oor- ~~~oa:~ ~o~~ 00000.....0.....00..... "'0<.00"'..... .-<00'-< ..,....,. .", Lt>..", H ~~ 00000...,.0..,.00..,. ..,.0..,.00'1.... ...00.... . . 00000.....0.-<00... .....0.....0"'..... ....00..... " ::>00000,.,0..,00'" 0.....0.....0"'..., ,..,00'" :J:::::,..;::::.....,;~ .................... . ",oooooa>o«>ooa> .......0....0"'.... <'-00<- J:t.. "';Ô :;:~OOOOO.O.OO. .-< ~:::~:::oa::': Z::Z · . U "0 0 i~o .gooooO"'OMOO'" UMO''''~~::::oa:~ ~o~~ ~.:; ..... <.> ~ <'- ooooooa>o«>oo«> ~, ~:;:,=::;:oa:~ ~o~:;; § % . ~ · o > o " Q ~ o z o o ; o · ",00000"'0~00'" ~~~~oa:~ ~O~~ o 1':00000..,.0..,.00..,. "..,.0..,.0"'.... ..,.00..,. o U "00000.....0.....00..... ".....0.....0"'.... .....00.... -:-~ ,.g .~ ~ <1>'" 0 'O..'Oal EO;:' :>0:""'.0: ''''' ::I> .. 0 o .....'0........... .",·n......;:. "";:...."'<'OOD<\)"'''' E <>UO)":<"'" ::I...¡O....... :>::1 '" ......,0·......"''''''''0'''''',::; g~~.s~g:æ~~~SÈ~ o ooo~o~o~oo~ O~N~ ~ N~~O~O~ ~~ ~æ "~~~~~ ~OO~ ~::~ ::i:~ ..: "'....0.;;;> "'.., r'I' .. 0 .....::1 ~N.~ O~O 00000000000' o_mo N~~O~~. :,;'" :........ 1:g "": ~":~e::o;:i: ~oe::g' :;:":<>:~ ",,:~...:,,:.;"": ".. ::: 8Hoo " .............0.... ............ ..0...", 0.00,.,.......: .. ~ ~ 0000000.00000000 0000 .., 000000. .... .. ;;~oo. 0 00 _0 .. .,. ,.;¡ 0"'0 __.,; 0';°"';<:> ~ ~~ .8! ~§~ ~~ 0 ..o~o~~oooggo ~::o : ~~~~~o~. ..., "'.. ...0 .. 0 ~... ~ &~: .ð!8::~ ~g0"',g~~~~~~oag~a ~::~ ~ ~~:~:~: '" ~,~~: : :~~: ¡ ~H 0"': ~::::~~o~::~ 0""0'" ¡;: ;~~;~"'; N ~ ~....>~~ :~:~ H ....:Æ~":~":":~ ~":":~ ;::~ o.oõ~...;~ :. .... <II .. .. ...",0. =::1 .....-<0 ...... '" ê ....."'. U~ ' ooooo~o~oo~ o,...o~ ~.o~~o~~· o g,:: ....... ~~:..,I>':' ... v<:>ooo"'''' ::::::~: ;::; ",,:~,..;,,:..;"': ;s u ð~: .1:~~: § :'g~ .., :"'... "';';'" 0.00.......... : o~t.>....O<,.;¡..O ....;:1 " "- .~'. '.~ U"'O 000000000000 0000 0 000000.. _ 0 _ ... IVU .., '" .., 0'"' 0<::> ~~oo 0 0<=>'0' .. ,.:; ~ ~~:....... ~:~ g~ <:> t ";";ò .....; __ <:> ";';0"';0 : ~ : ~;~ ~~ ~ g.;¡ '" c> c> ~c>~c>g;:ooc>ggc> ~::c> g ~~:;~:;o: g g: 'ð~:~:: .:...... ..... .....c> c>0000"000:. :f.: .,~ co: c> . <l>c>c>ooe>ooooe>o oooc> 0 ~~~~~ ; §~ ~~ :[~ ::: :: ;:: ~o :o~:o~~.:o':o:.~ ~ .;¡~: ~:~::::;;::.i:e-o ¡¡:~O . '::00000000000 ~gggc> .gO U~QI~ ..::.....::0:5~om ~~::om ~:; ·e>·o~ ~: =:q:: :t, £H e>:U ....e> ......... '8........0 00.....: ~: g;:; : g.;¡ '" 00: ~ogo~~oe>ogge>: ~~:~e>: ~g ~~:~:o: ~: "': ::.~ ~Æ~:. -;-~....o......... _;;: 7~e> ~c> : ..: o 0 . _ ~ " .. '::0 .. III .. '.:: .. QI.. ........ QI ~ z', ...~o >.~ c 'Ji!........ a>....0 . C . 0< "'....t:Jo...".c;:J~ ....~ a>~u~ .... i1I ~..",ø¡.. EO> ..... O..c:.... "'<)....c:<<I>..~ g ~:~.......:~~ ~=~ "'~;~~~~~~~~g ~~Š ~:E~~~~!~~§: ~ ~: I )Eo<~: 2:~ 1.<.... II! e ......,..¡ <>UU«.... I.<~III"""" ua¡ .::e>. QlI;J>~ ~ ~:~:"j:~~ §.g,¿~ .:::a~~l>oro..g.gr.¡I>o~ z::>~~~:2l>::~.::~~~-;;:: ~ S:G3g:~~ u~~~ g~~s~reæ~~~2~ ~~~~~:~g~~g~~~~: · u · .' · · ~ o ~ 3 " B ~ · j " g : · · ~ ~ o o " " · " o " "' " g · " · .: go: .' . ~ c>oo~c>~c>~e>o~ o~~~' ~ ~wooo""~ ~~: E:E:~~ ~::~ ;::~. :.:~~o"Oo~:~~, u....o ooooe>mo~oom e>~~~ ,-, w,~ ~~ Eo< 2g........ ~~~~":: :~~:: ;::~ --:: "':":"';~"';~: 8.... c> ..........0........ o~oo...... : '" 0 00000000000' c>ooo' 0 c>oooc>o~ .;¡ 0 ::: 00 ;::':; :;:;~:~ ~ . ~~o: "ogo:~oooggo ~::o : ::::::ì Eo< QlUN~ 5~g~g:~0~gg~ g~g: '" ~~·o ....~ 8~ o:~::::~::::~~~ .................. ~o~~ ~~~~~: '" ~ ,.,ooe>oooooooo 0"'0'" m.OW~O~O~ ...:æ:~;:~,,:g g~~g ;::~ ~:~":~~~~: =~ ..... ....0.... .................. e>~oc>w.....w : ø:: <II 0c> ~ogog:oooggo: ~g~o g ~~:;~:;o: ~~ c> ~ .... .....c> .........c> 0 00..... : Eo< "'<JOe> ~c>gog:;oc>c>ggc>: ~~~o c> :5:5 c::;c::::c>: ~~o~.....~~......... ___ c>~o,..;c>: ~ ~ c> ;ogo::c>c>oggc> ~::c> g :~:;::o~ ø: a> ...", ~~~~~~:c>:~~: ~~~:: ~: ~~:~:~: i 0 c ..... c>c> .......... .......0"'... ~o~oo~........ : ø......~ ooooc>c>ooooc>c>, a>oooo ;:Ie> oc>oc>oo. ~~ ~ 5 0 c:": 00 ';:;c:": ~~ ,,:c:¿c::::¿ : ~ ~- ~ooo::...o~oc>~:~:::m ~: :~~:~~: ~ 0 ^~c:~~cr;~ ~c>~~: :J:;:cr;-=:~ o:~ ~~...;o::...; : 7~ ....._.....0 rl..... ~~.....o..........~~o ~c>~.....~..: :.g;,: a>rl 0 c.... !.j;; ~.;, ..:0';: ~: ß ::iJ,:;~ø:1.;,:,..sg>....'Õ,$Q>¡¡¡ ~ >...~g,~~;:¡~~: . 0 ....."'~~ ~""""",,>,""C:E w ~""oU'><I>'O. QI>.c"O<~O""QI~'" ........ ~..~,Q>'c.....~· E ........ < > <) U O<.c.... I.< ~., 0'" c: e >. ... 00. '::~~~~I>o~i.g~~~ B~~ ] &~~~.::~~~~: g~~5~æ~~~~i~ ~~~ ~:ðg~ðg~~~~: @ : · : ~: . ~ . , o~ ~. ;:I . 0 .. ~'" : IC .. .0 :.. . . . ..: :3: .. . ~.> '.: .~.c .. ..><:QI .." 6: : -..::. : § .... a>" '. . U . 0 &~: :~!~:: a> ...... .....<11 ø: <II . ... >. > ~ .. ;] = g: t:~ ~: 00 o 0..... .. > ar"''' .;¡ '" .... ... 0" ~. .. ¡:: -:;: >: .. ~ QI~: o .... ell" U 0> ..... :>: ::0". .. ......... o ø..... .. ~ I.< QI. '" U e IC" .... a> >.. .:: c>. 0-.... I.< > ell" ;:I CI u" uo<~.. 0 ~ ~~:P,: õ :: ...., 0'] ......... e.. < ) .... >a>."''' <II ::0 ><: 1.<"" ø:.. 0 00 a> ... ..'" ",,,,.ø:¡. m =.. :.;.. .. ...0"· .. ~ 0·..... ~.. .. ..... .....0.. ø: .. .........0». + <1>1.<.'. ::. .. '" ~ &: 'Ë,: § ~o~ ... c>mW. 0 1.<.... W. ø:¡ X· ""..... ..... ... U. a>. . .<:: :<:......... ..... .. " O. Eo<" .. 0 0." :.; O. ~.. ~ .. ~ "'.. #. U ~ a> QI .. g: ;:!:<J: o >< ...,. .. a>u.. u. o¡ E ..c.... a> ",. _.....~.. '"' c: .......1.< .,. .........a> O<llCl 1-<" a> E" OE 1.<.... 0> a> ~ ..... "'...... I-< a> .....<::. a> u"'..... ¡:>,> c:oo<=:c: ~.. >. 0 t:Jo. ¡:>, 0 0........., ..... U ~O. <::E u.a::::E 0-1 · U 8 ~ o ~ ò " " E ~ · ~ ~ " o ~ · · ~ ~ o · o i > ~ ~ " · > 8 0' ¡:;: · " o 0: Z " , o ~ , · · Æ o· o ,.. 'D t) ~ ;> o '":~ """" · · · . 0 .. .~~ ~~ ~~ ~j~ :i ~ 0...... .. 01 GO" Eo< go.::.. ~-.;:: ':ï: <>:<1).. .>.>..", '" E.. ..... 1.<" ¡,¡ Z <:;::1.. 0... ",.. O' 0....... :> <1>"''' ..:1 E . ~g: ';Õ~(): Q ..... a¡.. U 17' Z ::I 0>.. .. ........ .a: S ~Æ: ~~~:1! 0-" ..:> <1).. ::I ~ u'O.. u<.:>",£ ~" f:2: GO" ~ .<:IE-< ~ : > 11>" > : ~ ...::;:.. .... 0 ¡¡¡ ~ III" Q: "'..1 <:;......... 0.. "'. 0:;:;::::: II: ........ u...¡- ø:: ~ ~:;:: ::: ..-g GO 0.. 0,. ;::I ...:> 0.. ",.. ONO" 0 ..... "'.-<r-" J<I :i:. tJ'.... .. Eo< u.. ov.. ..::: ;¡::...... ..... ...... .... r-.. E-< 0 ~. Z ~::: <) ..1 .. GOQ .. "'::" ..go..... o. ~-U. o ,. ....... QI <DU" ." .. U..O E ..<:..... ::: -¡:o;;;: ~ æ .... '" "'.. 0 E <\I..... ...41 <Jill......."'> "'.>'00..."'0 ....·u.:>O..<::E: o. n t;'::o 00 " 0 8' " 0 o. n t~o 00 N "0 0' " 0 " 0 . u .0 " , "_0 o :~t:¡ :&;< , :~ 0_ " 0 .......0_ o _ ~.:¡ <:> ¡¡ 0 o o 00000..,.0.".00..,. ..0....0"'..,. ....00.... 0.-<"'<.0 0"''''''' ~ .- _00 0.......0 co",,,,... ~ '0 ....0"'''' ,"""0'" 0""00 ~ .m 0....00 O"'....r-- ",. .... _00 0...0.... 0<1\0'"'' ....0"'.... 0""'0"" 0"'0<> ~ .m ....0........ o""OLi'l 0"'0.... ~o....;-;: 0000 0000 · .. 00'\00 ~ ·m ~::~ <:;00000000000' Q>O"'N~ ::1",0",0",0 OOOO.....O"'NW o . ...... ..... ...... "'" .,., U ........0 ........ ''0....00 , 0 ^ooooo,..o~g~~:::;:g~~~ o:^~"':;::"':"'o'~ .N'~"'·'" ~ .:....,:¡....oo . N 00000.....0....00.... ~~~~~; ....00.... .............0.... .............. 00000'"'0"'>00",> ,",0,.-,00-"'> ",>00",> _0 ~ ~~:~:"': 00"''''''' : ~ ::;:;~~ "'ofl""0,... "'. ~:~:~:~ ~ ... ofl... 0....",. ., ::~:~ ; ..."'....0....,.... 0.::~:~1D; ~ "',...,...0,....... ~ ~:0:::? '" ,.........0..."'. o O':"';~"'; : 0... :::::"'~ of) ;~~~~ID¡ o 00......... : "" ,..."''''0''''''. '" ':'":";~"" : : QjO 00............ : ::I"" ,...ofl"'O"'..... '0'" .........·0 . 0' ..<0.<0 . ~i~ ~5;~;~! .'2 0; ~ ò. ..~;¡ ~: II> 01 ",;::0(Q "'. ;>,.. > >.U Q .... >;:J. ...,..., 0<.1......> "'......0. ...... Z...... "'......0... c:. 01'" <:"'>. Q O'. "'........., ",;:J It!... 0.... c........ "'........ Q).....Oj. It! 0...... 0 Q) OJ '0 11>. U><.IO>O::><CO. < u :; ~ o ~ ¿ o o E o : " .§ o o o . ~ o ., ~ o o ~ ~ - " , , ......... 8~t!> "" " 00 0...·... u." -;-~ .. " , ''0 ~O II>~O . c: ..., O"'O~- EO> .... 0 c: ..., :1:.... <C .......;:1> .... 0 .... II> Q) .. "'~;::~~~~...,~~~> ~~~ "': E ...,.... <>000«.... "'~OIOj"" ~~~~~~~ªª~~~ B~~~~ ~~~~~ææ~~~~~ ~~~~~ o o OOOOO\OOIDOO><> "'0"'00-...... ""'00'" " ~ e ~ ~ ^ o N o , o " o " · · rl _0 ~ · >, 8' o " o z o o ~ · · · ' .' m · ," ........".." · ",. . 0 ~ ~~ ~: ~ · ., : : ~ ~ .. ·E: L:~': ¡.; ",. . ~ II> . '" t:~~ t~~:g 0..... :fi¡<:;,;:"'<-< go...:: :~-~: ~ ¡';Q . . .>.>... c:~. ~:C!~~:M 0.... ;0. > Q ",. ~ .... o. ",. 0 . ..., > >..... .... .. .. "'0· ...,,,,.. ....1.>0' "O . c. "'..... ¡.; 0..... ""","'.'0 "' <n. OJ..... '" >. C 0-" ¡::. ... >"'. " u""': ~: u o(":¡. fl: '" O· ....... <-< 0.c.'O. o..c ........,.... Q ...... > <1>. o. "I .;:1 ...:1: ø: . 0 . " tI) OJ. C:" ~ c:.. 0" "'0· >.. II 0:;::: ~: Q:.... U: ~ ." ø: : >",..c. c: ",p,.o.. " ... o. <11.0"'''''. 0 ....0...."'. ØI %. "". u. "'. .c 0:...... ..., ,. " e. 0 oo. . Z ^' 0 '#. ~;,;: c:. ...,..... o. __ f.). o ,. II> ",U. .. .. U. "IE ..c..... W. -.......... U c: 01. <-<"'. "'''' ....'" E·OE; "'......,..... ...w "".01.,,,",. c.> C. >'00.. 0.0 ..... ()"¡O. o::;:¡; ~ ~ ~ · Z g ~ ~ u ~ ~ " · ~ " .0 :"'<1> n "" ""~ ",U"'''' " " OH " 0 . , " "00000..0..00.... 0000000"'''' ...00.... ;¡:~,...;:::.....;~ ';::,...;,...;';:: . ",00000","0\o001D' "'oflO,,",Oo>'" ""'0o"" '" ....0 ........ =~ 00000"-'0",,00,..., ",.-,0,...,00>...... ......00...... , o o 000000<00<00000 .... "',...0,...000>.... ....00,... ..., ....0 ........ o 0 0000000-00>000- <1>0"'00>"" "'00<1> ...0 ........ , 0 o "'00000<1>0<000'" ...,....0....00>,... ,...00,... <II . " o "' Q '[J ....' " " u_o "'0"'.... " OH " " , o 00000..0..00... "'0..0"'.. ..00.. _0 "' ª:~::ªoª::ª ~~~g~;:o;:gg:::: 00000...0...00... MOMOO'l'" "'00"': HO " "00000000000 0,..,0,..,00'10 0000 ;¡:",.",. .... ................0.... ................ . ..00000...0....00... "'0000"'''' ....00... ... "'... ....,...;",;... ....,...;,...;.... ...o~~ 000000'100'1000'1 ~<Oo"'::"" <1>::<1> o o o u "0 0 ;~~o_ goooooO'loo>oo", E;OM'" "'<00<00"'''' "'00'" kO Q .... ..., ....0 " 0 0 o~g~g;;:::o:gg:: -- ¡ o o o " ~ · > 8 o " o z o o ; g: e o u "0 ~30- eON ... "" 'H m 0' 0 "'00000.-<0.-<00..... ;¡:...0....00'l.... .....Oc:...... o " <::00000...0....00... "....0....0"'.... ....00... o u A 00000....0.,,00... A""O"O"'''' .,,00... ..:...~ ... 00 ª .;.j ;':;'ê: 0.."" ø1.. E; 0;> ;:¡;.-< < n"";> ····0 o ..."'·n.... '[J·n·....;> . "'>.c"'<C'OO.l.>W'O'O '"' .1.>.... 0(;> U oJ <C<.... "'",;0.1.>>< ::0::1 .. .... <0 0,'" "'''-<''-<''''..,¡.¡'''C g~~~~g:¡¡:i1!~ð:;¡]~ -- 0.....<0,..,· 0010"'> . ~o"';"" ~ "'0('00"'.... ~. ~~~~~~! _0 ,...'" '" ° "'...... ::~:: ~ ~ ~~:~:.....: 00............. ~ :::::~: '" OO...OMID~ ° ....."'.0 . ..00.00 . <;> 00..,...... ~ ~ :5;:~": o.::~:~...~ ~ :5~:;('O~ 2 :5;:;0~ "'......,o..,o~ '" ",.0 ~ .", .('0 00"""'''-' M..,.....O....,..,. "'''' . <:> . .... .('0 00..,....... ··w· .,..,..Q>. OJ...'''....,;::,,.. '" u ",.c 0:: ., c¡¡ ~ '" >...:> >.u "'....;> ". <II, ......... 0 u......> "'......o~ ·-.-<"';¡;......Q ......Q....c~ 0'" <::"'>. c¡¡t>. "'.......... "''' "'... c·.... 0........ Q).... M c¡¡..... ",. "'0><><0"''''''''''· u>uo;>co.-:o. < u Ò § o ~ ¿ o o 3 ~ : " Æ H o : < o ~ , o o o o a , ~ O^ 00 o "0 2 ^ - o .,; .... .. ~ 0" 0 "" . "" . ct>cc 0·....·.-< '" ur>:::E..:¡ 0"''''''' · .0 ....OM'" 0""'0'" 0"'00 ~",;...:~ 0"''''''' 0"'0'" _00 0"''''''' 0"''''''' 0'1' .", 0""'0'" 0"'00 ",. .", ....0......, 0"'0'" 0"'...", 000....'" 0<00'" 0"''''''''' 0- . ..., _00 OID<-'" 0"''''0 · .N C¡¡OID,...", "'" .M '0...00 o ;:¡;~~~;;; ~ 0- . . '" _~....oo " " o " " "0 , U" "0. "......" '" ~~~ .~ "^ " _~o " < ~ " " .: go: .- · " N . " o . " " 0 N !-< Po" " .0 ';¡ ê ø::.~ 8 .=:~ o .. 00> N ;"¡ ....... " .0 ..; t; .î.... " . o ~ ....> ., ';o UQ) o ._ o o e o . " · " ~ 0: ,- 0_ .- 0' !i: o · " , ~ · .:: .:: .:: 000 · o g~ '" " o , . 'ON · . Ë__ '" ;::1......:0 ",.,01) . p>;;: So , . >U~ : "' ¡<¡....co .. - 0::::: o _0 o ~ o o · · ~ Ä .::. t .::. 000 o o o ,; · · < o Ò o ~ o ~ ;j - E · · · o · .~ - o · · < o ~ · o o o o o N ~ o .~ · · " " o- re: ",.",. N_' ,:.;:~, ~:~:t: '" ' Q , 0 ... : ~ : g.æ ....·u·..: g' , ) '" ' ø ' 0 > '" ' 2i ...... 0 H' ........ 'E-<''''o. .<II''::: ;¡ _H·.,.... ._0 '" . '" 0 · o o . . . ~ ~ . ,; o · · , < o Ò o ~ o ~ ò - - E · · · o · .~ - ! < o ~ · o o o o o N ~ · o .,; ~ · · " · o , , ~ ,; ~ ~ o " ~ ~ o o o o o ~ ~ o , Ò · · , o · o , , · ~ Ò , N ~ o N ~ ~ o o o o o < .~ o · · , · ~ ¡ · · · · o 8 ~ · 0 ~ t o " " . ~ . . b ~ .... <:> ~ 1ij t ~ ~ ~ ~ ~ ~ ~ ~ ! ! ! ! t! t:: ::: ~ o o > , . o " " " " 0 ~ ~ ! ! o . " " o o o~ æ .:.¡ ~ <: Q) ~~ ~ o Cl!Q).... <II ....;>....,::01 .... '0"''' 11>-< ::> ¡:: ¡;........øo 01 t7' ftI... GI t> 01 QI-< ~ e '" ø,o...c::....... 00 CO...<·........",:: ;2:<11"'..........00 ..,t'}.....E-o¡-.p.ø:u ...."............................ ...0............................. ::1,,:>:>::>:;>:>;:1:> "'........"''''''''''.. ................................ Q):>II> 11>0)11> <11 11>11> C<1¡QCClQQOO , __ 0 o~ 0" . "jß ,"i. n "'..... _ 0.. ..<1>0».... .. >''''':::01 .... ..,...... ClI·... ..::> c œ........ t'}O .. OJ 1:7> ",¡;;Q)U ..III..... !L~ 5 :!~~~~':: OOll>EI-<......OO u>O......E-<O''''u o o o ,::.",. 0'0'>' . " , o ~ , · æ o , 8 0_ ¡:¡: o ': f · o o g " , ; ,- c_ 00000000000 o 00'\ 00 . . 0 ~ "" '" U ~ § _. 0 ~¡:; :.. . . . . . " · . ~.>:. ..::~ .. 0 ::;: -z § 0> ~ ~ U 0 '" 0> ~ 0." 1%1 o rl ~ '" '" OJ ~ 8 g..:~ ~-~:'" ø:: ~ ~ . >, >.. '" co O ¡;¡.. ~..... '" ",.. '" Z 1::;:1 ~ 0..... OJ" ~ ~ ~~: ~ß:~ ~ ... ",.. '" GlO.. on 0 ..... GI" U t>o .. .... Z ;:1 "'.. "'.... a: ° 0."''' ..... I-< CO.. '" U E 1%1" ...... QI >.. <: co 0-" H> Q .. ::I ~ § ~'8: .. U~~:SE-< 8 O.£:.. 0," U .£: '" '" ............E.. GI 0> ... ><11""''''' " ~~~:E..a:~ £ o '" "'.. a¡.. ~ <: ~ ",.. I:: '" .... 0" o '" 0...... "'.. :E.... -:<::~: ':: ~ ~::è:: ~ 'g a¡ 0... Po.. " H 0.. ",.. 00'\...... 0 .. 1-<"'" 11\"'" ð: Z:.... ".<:8 · .. " e. 0 0.. ~ Z 0.. "'.. ~ "'..... U ~ .. OJ GI .. ã:..::.!'û: o ,. a¡ a¡ U.. u...,,,, ...<:-" "'.. UI:: .... .. ~ 8"'.... Q/ 0"" 1-<" '" E" 0 '" 1-<.oJ ., <I)......"'...... 1-<'" .oJ'<:.'" O>..U.,.......o'> <:0'<:'<: ,:¡:òS~:.2'~ 8;;1x.:'J 0000 000000' 000 ° 00·0 . ~,...;o 0 '0'0: ~:;::2:~ ~ ~~-;:;-;~: ~o~~ 0 000'\ 0"'0'" . "'0'\ ....0......... ~O'\c:::.;: ,;":,,; c:::,,;"': ....0"'..... 0' 00.......... : 0"'0'" ... ..."'...0....... 0'\ . dO '" ...u:..;c:::..;....: ....0........ 00"'.......: 011\00 "'...."'....0...."'. ~:~~ -::...":...;c:::...;....: gggo ~·~~:~:oE :::'" ::...o...",~ ~...c:::: ~ ~"":..;c:::..;"': ....0"'''' 00........"': gggo g ~~:~:O: ........0 0 00.... : 0000 000000. 000 0.00 ~,...;o O'ÒO 011\0'" ..... "'m"'o"'.... ~...c:::: . ~ ...,,: ..:c:::..:"': ....0"'''' 00"'.... '" . .. ~ : "'0000 ;:10 000000. ..-1000 '00 00 '0 . ::1m .. O· "0'0 .. '0........0 :EO 00.... .. o . ^OOOOOOOOOOO :EOOOO .,0 000000' ^ ° 00'\ 00 000 .....0 00'0 .. 3<0'\ . .,. ·0 . -;-~ ....0 ,...,... -:-~........o .:.....;-;0.. ~..: ª.;:,~ 0;....0 . ¡:: ;~ ôi~p.,,::;;;~: 0..,"" ",.. EO:> ..... 0"':: '" U "'.<:..; '" <I).. :Eõ<....::;~~>'""~~g ~~~ ~ ~~ðÒ~~~~&: <1».<:"'<'""0....."''0'0 ......... .......:E,<I)'Q.....,::. E .......... <:> u U <..:.... "'...., U <II I:: E >, GI t7>. · ,,"''''....... ::1::1 '" ",,, '" "".....GI ".. "'0...." ·g~~š~ææ~~~~~ :~~ ~ SgE~g~~~~: · " · · æ · > o " ~ o z g ~ ,. z· . .: 00 ~'g O~O Q/u",,,, " 0" " . ::g~g~~o~:;:;~ 00 '00 "";ò'" 00 ..0 ~~~g~3o:g~5 < u ~ o ~ 3 " B ~ " · .~ " o ~ · · · ~ , o o o ~ ^ ~ · " e ... . 0 · \OOu" '" · ",. . 0 ~ ~:~ ~~E-< · . ",. Q .. ~.: .. ~ . :.~ ~ ~.:. . _J: . ø:: · ~ Q/ . '0 0" . - > . 0 ...... . , '::1' ..... <II" .. . u . 0 8.~: L~!H: ~E-<: · '" . ...., ..... OJ · ø:: <V .. ~.» >. .. . <II' S"Q/'''''''''''''' .... . z . <=:".. ::>. 0.... <\>.. O' 0..... 1::' :> ",..".. H ~ E:~g~Æ:~~~: _ =æ '" .@ : .....~~: 1::: ~.\1'....: ø::: ... O· "'. 0 ~ ....... <I). '0 . '" .... . U. Ill............ '" > ~ ¡:: . '" '" · 0-" U. .. > co. ::I' .",'0 0' o.o.u """U":H~O ,.<:" '" . :>:. ",.. z~ . 1%1 0. rlO ..... <I) 0" ,.. _ .. 8 u",o ,.;:~:~~:~: :¡ :~ :~.5 t> . ~ . ....:E.. ø::.. "0 0.... OJ.¡>¡.<I) .... "<1:1 ." Q' . tl> "'.. <:.. .. H '0'\' <:.. 0" . <: . 0'\ . "-' o. >,. . o . m . 0....." <:. . :E,..... 0>.",.. ø:: . · .... '" .. t). + ~ ø:: · ~ 1lJ: .<:: ~ : 'g Q/O,' Po. ." H O. ",. o"'m' 0 ."'."'.........«1 :>:. ""~ .... . 8 U ~ "'. ~ .<:: ;,;:. ..... ~ ... · ",. ~ .. O' 8> . 0 o. > .:>: O' .... ~ _ .. H "'. #. 0··. · .. '" ~. > <::> ..<11...... · O' __ 0. ........0 ».. ~ .... ~ tV t). .. . · t>. "' E ~.c:... · OJ, -........ ~ ,,<:: · ",. E<", ~ "' '" · ",.. tV ",. OE .. O)·....,,·....\.<OJ · ..... ~ 0 <II .oj' 0. > · 1::' >'00... Po 0 .. ... ~ U,.:¡ o. <C:E rl. ~ . .: .. . . æ . > 8. O· Ii O· z: " ~ " o . 0 . 00 n "" Orl 0 ~g"'''' 0" ~ 0° 00000...0...00... ~~:;o~: ::o<=:: 0"'0..... 000000 " " .8.;; g ~§Z.<r> .. H '" "'.... "......"OJ., ..........on<::<:: "'.,'0"'..... <l:lCI)O<:",::¡", :::: ~~:~:<o: o 00........... : ;: ~~:~:~: 00"'....'" : ~:~~:~:...: o..oo.......r- : ::; ~~:~:...: 00"'....'" : ............\00"''''. -;:"":":,,;c:::.,;....: 0.00"'....'" : ~ ~~:~:"': 00""'''''11\ : \0 0..........0....."'. o <,>....·0 : 00.......... :~:5;:;...E ~ ~~:~:~:' 00.......... : :; ......"'0"''''. :~o ::~:~ ; · "",. .......'00\0..... · "'0........... '0. . · 0 ... . .",.", . ;~~.;~~~~....; ..'...:'0 00.....-<.... : '" .. .... ~ ,:; ..<1).. ..,..,..<1). ..: "'....0...'0.<:". ~ t>.,.<: < '" '" ~ >,.. > >'u <I)....:> ". .....0> ou,:> "'0.. .... "';:E...... Q>......¡:¡ r< ,:; ~ _><" "s >. '" "'~ "',..."'" "'....""...... 0......... co.... .... OJ on ., ~ ",0'" '" 0 <I) "''0 ",. U>U(.'J:>""oo<:P· ~ . " e '00 n "0 OrlO 0)0"'''' " " .8.... .. 00 n " 0 u....O ' Wu"'..... " " 8" . . U "0 " 0 p,<:;~o .j.5 ¡¡ , " . .... .. ~ 8 ~ (0 "" ". " 0-....·.... u., " ::100000"'0"'00'" ~~:~::~ ~c:::c:::~: :~ooooooooooo æ 0 00'\ 00 =æ o ~ Orl 0 .. 0 "0 8 . 00000...0...00... ~~~~oc;: :::: 0....000 . omo....· ",. ."'. ....0"'..... · U Ò o ~ o ~ 000000000000 '" 0 0", 00 ~o o oogog~oooggo · 0 ~O o " "'OOOOOO'\omooO'\ .....oOOOmoo "'0000 <tI<I> _<I> '00 00 _00 Q ........0 .......... 0....0'" 0"'0\0 . 0,..,...... omo\O' ~ . rlOO ò " " E o ~ " · ~ " ~ OrlO .. "0 o ~ ':00000000000. " 0 0", 00 o . u 0....<0... . Om 0'\\0 . 0"'0'" . 0"'0<0 . '" ..... 0000'" , '" - .",. ....0........· 0....11\.... 0",...0 ~ ·0 o : · o ~ ~ o ! ~~~~:~o§:;~§. 00000...0...00.... ~c:::~o":: ::::::. 00000....0....00....' 0000"'.... ....00..... .--<..--< ..... .... - ....... rlrl 00000"'0"'00"'. "'0"'0"'''' "'c:::":"': ~00000"'0....00'" ~§:§::~ ;::~ ::~g;;g;;:::;O::::gg:::: · 00000000000' ~0'\0"'0C;::: ~:::::. :~~~~::Ð03~:Ð o OOOOOONO"'OO'" ::::~c:::~::~ ~::~ , rl OJOOOOO...o..OO... .~""o"'C::"'''' "'c:::c:::'" : Q ........ omll\"" e,. .r- ....0...'" 0,..,0,.., 0000'" ~ .^ o o o ':OOOOO<'>ONOO'" :;IN 0<'> 00'\'" NOO", 8 . .~ ~ ~g~[;~ :;10'\' .", >'0....00..... . 0 ~:::g~~;;:::::o::::gg~.;:E:;~~~ "'''' .\0 ........ _~....oo ^ o -;-~ :;I ..... . 'O~"' "'..... 0 0..",,,,· EO:> :E.......; .,...,.::>:> . ·0 o ...."'.,..,.... "'~n;> "';>.<: <tI";", 0..... ..."'''' E ......... <C;> u u..; "'.--< 3~~;:~"''''ªªp;¡f1, ~ 0., ".:"'O:::I;'""'U...::¡..... ·;>«Ic:>.....OP,P,<::ø::P,;:E'" ~ ~. " . ~ o 0""0" " '" 2 o "" . ¡ ¡ ~ " ~~ '>:10>: -, 0 , " .. ¿,~ .... £ ..ilia¡. Eo< .. u- u...... ....... .... IQ .. .>.>.. OJ .........I.<..ro¡ .. 0..... 01). .. : ~:: ~: 01(1)0. o. . ............. =: ......I,< .."" ..... >.. .c: .....> .. ::¡ .. u.c..:l. 0 · . . : õ ....:&< .. ø ...¡J > Q).. .......!I) ::! :;:¡ ~: ::: ,g '" ~: ~: ..... 0.. g¡., 0...........· ........... =: .. ~~:~: ; .. 'gP: 38: ~: 0...,""" 5 ..1.<.."'...."'..11:1 ð: go: ,c:E-< ~........ .... .. " <:>.. 8_ 0 g:..,.: _ .. Z~ "'. _.. o; .... .. ilia¡.. .. g: ;:~tJ: ....... 0;.1 >,.. ....... <» III U" .... U" <0" .<:..... ..::-t::~:~Hi :¡¡: 2: III!;: ::: m u......... c.~ :;";"Oc... Po H" U..:¡ 0" 0< · · æ :;: ~ " ~ · ~ · 0 ~ . o ~ u o o 0 " ~ ,.:; ~ " · · · .. ~~ O' M> .. " ". O~' 0<' . " .. " 0,. O~' ~ O' "0. f!..: ,.. 0.. ... 0-. U . O. . O' ;:-::¡: o , o , ~ · · S ,; ,. O· ". O· ~. ~ Õ ~ " ..., ......000...... ,., ":r-:.,;~.,; 00"'....<'< ......000"".. ...... '0 ....... ..",.", .. 0..00........... : <::> 00000"". <:> c::~o~o .. o 00 · g 5:~:~Oï <- ...,"'...."'''D''''.. '" ~";...;~...;LtI: 00............. : ............000...... ~r-:.,;":.,;...: O..Oc:>ln....'" : 0............0.......... t'H ~":...;<:..;....: 0..00.......... : g ~~~~~C: .:; 00.... .. 000000. °'::0":'; 00 ~ · CO:~ogog~cooggo ~ggo g ~~~~~O: ~~ <:>: ~....o ........<;1 ~e 00... : 0;.1.....0 ~ooooooooooc ~gggo ::¡o 000000. 2J2 0 § <:> 00> 00 "m :'SC: C:C:.;<:.:; eH 0 ~ ~o .~~~'" ~o 00 ~ ~ "'0 ~ogog~oooggo: gggo:~g ~~~~~o: ';'-Æ ~o ~~~~ ~,;~ :0 ~ _: :.g .,:,: QI.... 0 . . ~ .. : ~ o;~ ii. ..:ti',ë~: , 0 ··'<:1<11·· EO;> .... . 0"'::'; G) <I 1II'<:.c '" G). :z~.c....~.,:,~>~~.,:,~ j~~ ~ ~~ß~~~~~&: :~>~~.c~~~~~~.... ~~~ ~ ~!~~~~~!~: :~:~~~~~.g.g~~~ z~~ ,:: ~~~QI""""QI~~. :~~~Ä~~æ~~~¡~ ~~~ ~ ~gb~g~~~~: '00 . 00 " " 0"0 00 " 0 OM " 0 o 0 ~. .. 0 o O~O 00 " "" OM ~ 00 00 .~ "" O~O 00 0 "" OM ~ " . o ........ O~"'.. "" . .;.<: . I ) '::1:7>'::':: 8~~ " u" o o OOO"'O~O""OO"" NO"'''''''''' '" 00 '" 0.......... ~:~.o · .~ ....0"'''' 0000 ;:: ;5:0: 0....0... 0"'0'" ",. ..... ....0....'" . ~::~ 0"'0... ",. .", ...o....~ 0000 ~5: 000 · < o g ~ o ~ ò " " E o : " · ~ " o o o o o · · < ~ · 8 00000...=<»00<» ~:g:~§ §::§ o. 00000000000 o 0", 00 o ~ ;, ^ ~ o ~ ~ ~ ~ . · . 'd ~ · ~:t) ~ ~ _: :0. ¡ ( G).. . ~" =. .: : x~ :'Oa: 0 ..~: :-:~:g z~ 0 &~: :ð';~:~E-o;rg~"" G) . ........ ~. 0) 0.... P:4''' . .>.>."' ,.. c 5: .. CI~ ~: > n. 0..... > cv 1i'J. ,.:¡ ~g: . n:~c:: ';CV" .<11:7> . ::10). .. "'..... p; 0.",. .....011.'0 E Ill. . ~ OIl >. c 0-· ..> OIl" ; u .. . u.c H. 0 '0. "111 .~:5:~: û :.<:~ > 4'. ;: : :;: ....z. a:. . 0 OIl ... ."" "" </I. t< .. .. H c. z. . .... o. .. II .. o::::g: a: . ...."'.co. + p; ~~:?: ~ .] Q) "". ~. ;:I H 0" 111.0"'..... 0 ....'" ",..t< z. t>o..... . U" QI" ~ .<: .. " ..cv.. ... O. e-o. 0 0.. z O. ",. H N. "". c··. · QlQI. '::. .......... O. ~- c. ·.....tJ >... ... QI QlU. h U·"E ..<:'-' 0). -.......... <I C ... E-oIII'" ,"QI "". 011 E. 0 E QI..... "'~. .. Q) .;. <I to.;. 0. > C. >.0 0.. ~ 0 ..... I.h"O. <.Z · ... "'.......oco..... r'\ "'....0 ...,.. ..",.", .. 00"'....'" : ...."'.......oco.... ~'":...;c:::..;r'\: 0.00"'....'" : ° 000000. ° c:::c:::~c:::~ .. ° 00.... . g ~~~~~o: ::"':"'.o~ .... ........0 _r'\. ..",.... . 00.... : "'.~;:~g~~: ... . ·o·CO . 0.00"'....'" : o ~~~~~o: o 00.... : o 000000. o 00'0' . ooO~O : 0000' 000000. 000 . ° 00.0' . ~~o ~~o~o i '" ~~g~~~~o~gg: g~g~ ~:~~~g~~: <II....... .... ........ ",..... ..",.", . Q .... 00 ........ ....0"'''' ..0.00.......... . · .; ~: cooooooooooo 0)0000 ;:10 000000. o'iS c::: 0'" -,::;:oc::: :-gc::: c:::c::~c::o .. U ~o ........ -g~""o :::£000 .. ^ooooo...o...oo... zo",o",...", ..."''''0''''''. o ^~c:::~~~: :c:::c::: o",o",·~o "''''''0 ..~ ~~~~~~,;~ o~~~~ .. -;-~ ~ 111_ .::J <I> C "<1>" .,...,··011. · ~ ~to I ).... 0 C" .c ~.... '" ..'0'<: ",. £~~:;g.,:,~g~.,:,.,:,g o~~ ~ j~~ð~~~~g: Q >,<:,".c'00';Q)~'O ~~.. ~~~_~_~~~. E .;.... .c> <) tJ.c.c.... "",.:¡ '" tJ<f.I I:: I'f >. Q) 1:7>. ~:~.-;:~~~-ä.g...,~~ ;¡::;-.~ ~: ~;::¡::::~'::~~$.õj: ~~~Ä~ææ~~~~~ ~~~ ~.~gt~g~~~~: ~ · o g o o . " z ~ · " ~ o o U o 0 " ~ ..; 5 o " , . o , . , · ~ s , , o " o ~ o z o o ~ o · o. '" "" o~o OIl tiN.... "' OM ~ 00 . .. "0 ., O~O o ~.9 iii ! " 0", " , ~o iii ' . ~.. ~ 8!J '-" "" . '0 , o~·.... u.. ~o o. 0000000000<:> c::: 0::'" 00 ~ ~o " ::I=O=OO.-.ONOO'" 0""'0""'0"'''' "'OON :c.........'" ",.."" ........~....O.... ................ , 1\100000...0...00... 110"'0"'0"'''' ...00... ~"'~"'....O N .", =æ 000=0...0...00'" .... voooo",... ...00,,", v....... ~O ~ o 000000000000 N ° 0", 00 .; ~o ........ o 0 000000000000 o ::: : 00\ 00 '~ ooo",o«>o"'ooco ....0...«>"'''' ""00'" "'~"'o~'" "'~~"" ~:;~:;~;;o;;;gg;;; '" ~"" ~~'" "" .", 00000000000' o 0'" 00 "0 00000000000 o 0'" 00 " ::100000""0"'00'" 0'""0""0""'" NOO'" :c:~:...;~~ ~...;,...;~ 0',1( . ... . ,"00000...0...00,,",' · 110"'0""0"'''' ...00... ....""""'.... ..... ... ..... =s ~ "~ . o : o ~ o 000000000000 = N ° 0"" 00 0go:;:;:oooggo "0 " o 0 o ~o:;o::ooo::o ~~ 0"''''''' 0""...0 ",. -.... ~o....'" 000"'0 0"""'''' ",. .", ~o....'" ª5~0 0000 000 · . . ~~O o~o'" ;::~ g~:;g ~~..;;:: 0000 000 · . . ~~O ~:r> < u g o ~ § E " · · , · ~ " o o : < · § ~ o o o o " ;, · ~ o ~ ~ ª " " " · æ " "'''' Q.. § ",. .. 0 :~ ;;.. > H .. ~:. _'<:" ø: '" >:11>."" 6: -Z: § -e ~: ¿ ~..: iiJ 0...... '" O .,., ë-< Po,=:. U-t,.,.¡.J QI ..... ......'" <>:c¡>.. .:-,>.... E. rllO...",¡t¡ 1:::0" 0.... 11>" , 0....... > 11>1».. ,.:¡ . .., g: rlQ....: III 'II QlO" ....<1>.. 01;7>" "''''.. "'...... ø:: """''" .........,..'" Em.. ..... II> >.. ,::: 0-" .. > Q .. " ' u"": u..c~:2 Q) 0.. _.. E-< u.c::..a¡. 0 "'<:: ..........>.. II> ...... >11>" .,.::> .. X" .... .. 0 w ¡:¡.. '" ~ .. 0........ 0" .... A 0....... ..,.. \.<.. .or:: .. ..... ",. u.. + ø:: <1>\.1......... .:: '\J ~~:.g,: § ,.:¡ 0" "'. ON...... 0 .. .... M......... m :t..t!'''rl .. E-< ~: ~: .z ..II>.. .. ....... .... 0 :;:: "'. _ z.... .-<.."... U .. 11>11>- c:..-......... 0" __ U" .........u >,.. ...... II> <lit).. u.. .. e ...<:..... 0).. -....,...... u,::: .,,, ¡"III" ",(I) ..... QI c" 0 E 11>...-<"'...........<3> ......0"'....,..""> t:: èS¿: ~~ ~ :::::"'~ ~ :::::~~ "'''''''0'''..... o..::::~ : ~ ::~:;.....~ ,.,.. ....."''''0''''''.. CH ::~:~"': ~ '" <:> ,...,0.......... ~ ::~:~ : :; ~~:~:"': 00"'....'" : <:> :::~~~:,..: ::~:~"': rlr-:";~,,, : 00"'....'" <:> ~~~~~~§o§~~§ ~~~~ ~:~~~~~"': :000::....0....::.... 11>:::'" ~:.:::::"'; 8~:~::~ ~o~~:~~::~ g: ~cc.~,c.~:.·:o·.~:·_.;: ^OOOOO"'o"'oo""~o"''''''' "'~ '"U. ~ _, ^~o~om~ ~oo~' o~~~ -~ o ~.~..~ ~. .~. ~m .~ ~ -0) ~ ~o ~~ ~~~oo _~o oo~~~ : :~ ~i æ~O : U .~ ;=¡-~~~: 0"""""" eo> .... 0··,:: 011 ° ",..c::.c 011011" ~.....c ~..~> __0 011011 ",. ~_~~uO)~>~.. o ~""~"" "O~~> u~e ~.uUOU'>OlI'O" OlI>..c::",<""OU01l"""" "''''U _",~'æ'O""'::~ E u.... <>00«.... ....~'" 0'" '::E:>. 0lIt>.. ~~~~~~~~~~~~ 3~~~~ ~~~~~~t~~: ~~~~~ææ~~~~~:~~~~~ ~~b~~~~~~: " :""011 n " o~o .0 " " 8..... ° · 0 "" 011"0 .-<. , OrlO .0 " " OH " 0 · 0 H · .. "" ~, .~o o ~ ~S II; 0 ;;;g;;;g:;~o~gg~: _0 rl ooooo....o~oo.... ,..,o~om'" \DOO'" ::::"";::::,.,0::: :::..."";:::: ~g~g:;[;;O[;;gg~ o ooooo....o~oo.... ~:~:~~ ~::~ Om"'o . ., oo~,.., Om~<I"I ~o~: 0<1"10<1"1 0",o0 ~o"";~ g~~:::: ~oó<l"l 000.... . 0"'...."'· . .. ...O~... 0<1"10<1"1 o",o0 ~o,...;~ 0<1"10<1"1 0000.... ~o,...;~ ~::~ 0<1"10'" o",o0 ~o,...;~ < o Ò § Q ~ ò " " E " · · " · .~ " , o o o · · < · ~ , o Q o " c " N 8 , " Q ~ ~ o U: ;¡ ,.; E ~ ¡j Q o N ", . 0·. " æ · >, o· " Q Ii o ": , o ~ · · .. n " , Ilo...O- o ~ ~S ° II; 0 , · · ....-..... Q.U "" . u..c:: . tII ,::t>,::,:: 0........... uø::~~ " ~ooooooooooo ~ O,,",O<l"lomo 0000 :c:::,...;:::,...;o~ ~,...;,...;o;: " "'00000.....0....00..... 0110000"'''' ,.,00.... Ilo.-<,., ,...;ó..... ........,...;..... =æ 00000...0....00... ... y....o..,.o","" ....00.... , rlO o 000000....0....00.... ~;::;:::::: :::::::: o oooooo~o,..,oo~ ""'o""'Om~ ~OO,.., .... ;:....,...;.....,..;ò.... ....;;...:;..... o o N ~ rl ~ " " . " . ." .. ....ou.. 3 óJ~...... .. ,,",. .. 0 ::> .. 000 .. '" 0.-><" .. ~ .,.., .. E-o 011 ONN .. 0 .. u u 0:: .. .. '" 0.... ~ .. 0> .... : :3:" "" 0>" ~. .. ~ . ~. H ~",: .. -:¿ ~ p:: ..><tII .."" e: : -..t. : § t: 2: .: ¿~ ..: áJ 0""''' .... '" 0>" g..:: :~-.':::: ¡¡¡ ~ ¡g :~:¡;.:iE~:¿'¡ ~ ~:~g:~:~2::: ~ '" ........... tIIo.. u tII ~ ...... <J 0- .. ::> 0).. 0....... "'....... p:: 0. ",.. u.... 011.. "" e "'.. "'....... 011:>.. ,:: 0-" ,::.. ....:> 011" ::> § ~15:~:u;~:gE-o ,.., ~:~~:~: ~ ~ >< ' ....::¡:.. p::.. 0 00·0> .. ~ '" ",.. <:.. ~ '::"0" .. O"~. I o-.;:::~: ø:: . ... ",.. U" + ø:: . ~ ~:..c::.. ~ 'g 0>0."0." ::> ~O.."'~ON~..O ....0....."'..'" ::t..o-...... Eo< u.. III ~ ..c:: :C:III. .... ". 0 0" <1"1: :z; .. 0 .. III 011.. 0:.. .."'...... 0.. __ 0" o ,. Q IIIU" .... 0.."'1': ....c::.w 01.. <J<:: " ~ Eo< ",.. '" 0> ...... '" ¡¡.. 0 E 0>......"'."'......0> u ~ <.> "U.. 0. > 0:.. ;., 00... '"'0 .......u,;¡O..'O:::E · æ ~ § o o o o · Q , o , . æ · > 8 ~ o , " O· ; , · :"041 n , OrlO Eo< 011 U"'~ , OH " · " .. "" ~'::o- eo""'''''' " , .- · ~ .. "" ~'::o- eo",,,, "" .- · , · · " 8~t:> "" " ., 0....·'" on , o OOOoO~O~oo"" ~O"'Om'" \DOO\O rlrl 00,..,.... 0"'....... · .N rlOO ~ ::;:;,..,~ ","''''00-''''' ~'" '0 'Ll1 ~ . .~.,.., .. ~"~::::....: - ~:~:: ~ ~ :~~~~~¡ ~ "u:...:c:,..;"': 00.............. ,....."'''''''0Ll1..,... ....00 '0 ....... .......... .. 0.00"''''''''' .. :::: ::;~-:g""'''': 00............ oo..~"'....o...."".. ",.. ~OO·O .. ."'.<1"1 .. 0" 00............ .. ~ :5;:;~: :g ::; ~ ~:5~"": OON....~ :5~:~0: M' '"'... ·0 .. OO~....'" ..0>' 'n" <I' ~ "'....0...'0.<;"'. 01 o.u..c::..: '" III.. ~. I7,:; ðè~~o;zg: ...... "'::¡:,Q)......ç,....,::.. uto> 0: EO:>' '" 0''' "'......u 0>;;1 "'.... ç,....... a......'" 0>......... O>'n"" "'0......00>"''0<1'· u>uø>cp.co· < o Ò § Q ~ ò :J E " · · , · S " o ! < o ~ ~ o o N ~ , 0- ."0 o· "0 o ..; rl OOOOONO"'OO'" 5:5~:S ~::~: 00000....0....00..... ....~....o"'.... ....00....: O"'~OO ~::B 0\1>0'" ~::~ 0...00... ~::::: 0...."'.... o"''''~ ~o..;:; 0"''''''' ~::~ O~,..,.... ",. .", ~oO 0.......Ll1 0<0.....,... · .. _00 O...\Þ~ ~::~ O~""''''' 0........'" · .. ~:5;::~~ . ~ '" ..... .'O~oo o :£:5;::~;;: .:<0'\ .", 7~"'00 , " o , · . 'r.:~¡¡ B~.~ '" ~~~ ~ .- . _~o , < - ª ~ " ooOOO""O~oo,.., .....o~o"'~ ,..,OO~ " ~ooooo....o~oo"" OooOOm'" \00"'''' :>::::;...:;:::;....0:::: ~....rl::: " .uooooooooooo ..... æ~c:~~"':;: 0000 .........0 ......... =æ 00000....0....00.. o y,..,o~o",.... ....00.. y.... .....,.,0 .... ...... o ~~:~:5BoB::B o 0 000000"'0\000'" ....O~OO-'" ""00"" o :::....,...;.... ...... ........... (VOOOOO.....O~oO,.., 00 'r.:~o~~~,.., ~oo,.., o Q ,::00000....0....00.... ::O~O.....O"'.... ....00.... S .....0 ^OOOOo~o,..,OO~ ^~:~o"',.., ,..,::~ :~ .. '" ."".,...,,, 0>....0 ~.:;~ro.~..~~> 'õ ° ....'0.,.,.... "0.,...,.,...,> o»..c::",.c"OOUO>'O'O E u·", 0<; > u 0":":"'" '" 0> ~ u .. ~ " '" .... "'0..... O>¡,....'O'O"'''"'c ~¿¡¡~,!:;~ææ~~~~r;:: LINSCOTT LAW & GREENSPAN E N GIN E E R 5 Append ix F INTERSECTION ANALYSIS WORKSHEETS BUILDOUT TRAFFIC VOLUMES (With Telegraph Canyon Road Improvement) N:\11 05\Telegraph Cnyn\Report\11 05-8 App.cvr.doc Telegraph Canyon Road Capacity Enhancement LLG/San Diego N_ .- 0- 0- .' · " · Z o k , " 0 '" E-< a,UI " 00 '" 0 ø:..... ê$ lilt; .... U ...... ~ o .. o " , '" :z; ........ " 00 M f¡j ~.... " , U X .... > CI> 1"1 0 II! o o. o " , o " · rl ~ .: ,- 0_ g! ~: o ~ ;: · o l;; u E::. 2:. E::. o 0 0 o 0 o o < U Ò " ~ o ~ o · · , . 0 .,>U:;; \0 B_ CO ".....<::... o:..CI>Q) . Q>:;:: ~ ~ " ò j 2 ~ : " · .~ · Šo u · , . > u~ · · 0' ø......c:.... .. - 0>::; Šo o rl . Ò ~ ò rl N N o o : < o ~ , g u · k o " , · · · z · 6 <c ~ · ~ " o o N " ~ o , · k ~ a ~ : " o 0 <> ~ ~ ~ ~ u 'â. Ü .g, ~ ~ ~ · . 0 ~ ~ ~ · , . " " " ~ · k " o ,; g ; 0' .- N_ N_ .: ~- · · · N " ~ " " k !I & 8 ~~ " o. ~ ï::t " . k . "" " ., " 0" ; "'~ ^ rl rl o o N_ rl ~ o o rl " ~ ~ , , o k ~ ;, < u ~ o ~ " , ~ , . " o " .~ 0" ~ ......;:0 C Q) II! ~~ ~ > "'II!'" .. 'd £ to:..:¡¡~ ~ cO'......0:3 Q '" '" ,,¡¡Q)t.\ ( )QI.... ¡¡¡....e..p.o...:::....... !5:i: ~ g...:-.: ~ Õ 8" '"'....0.... 1;0.... "'ø: ...."...........,.......... ....0............................ :;>"'::1::1::1::1::1::>::1 ::~::::::~:::::: CI)::IOIIQ)CI><IIdlCI>œ QroCCQOQOO ò · · B ~ , · " , .~ · ~ · < o ~ ~ o o o o , " ~ k . " , ;: " --0 ON 0" , " Qj ~~ ....~~ ..Q)"'''' >,o:..CO) 'd..... Q>'" ..;:1 COII.......OO .. tI co ..EGlU O Q ... !::I E "'0.0.'<:"''''' .... 0 O'.......oJ::I C o a) E..... '" 0 0 u>o....¡;.....n.ø:<,.> ~ o N ~ - · k " 0" " oM U" :! ,..¡. .. 0 · . .. 0'" .....E-< · , 0 , , . , " 0' ~: ':;2 <II" X QI ¡::.. - > ", , "''lI'' U \.<...... iJ.QI 0...... <II"' Q .. 0..0::" U~ U.. ).. ............. Cl:Q " .:>.>.. II) e.. .....,hI.. 8 6':;: .. ~a;::: .:I Eo< -.:::: g" .... 0....: .... O .. .. vo.. ~ š':E "~~a;:'OCI: t) EI'I" ....<1».. ¡:: 'tI<II 0-" .. > <II"::> .,'tJ ~ u"": .. u..:~: 2 t.::o ¡;.... ~j: ~ ~¡;... 2g <:> ~ '~q:: ....... ~ ~ 8'" :< ...:£.. <0" 0 I>< <:> It1 V .. m.. .. <T.I "'.,.. .... ~ '" ¡::.. u.. .... 0" OJ.. A .. 0.' ........... II: ........:.:.. + p: 011 k......... >< .. '" ;. Q>.. ..:.. ~ .. 0::: ~8: ~: c:"........ 5 .. .... .........,.. Ø1 5: 1::'" :..c:E-< .' , m.. .... <:>.. &<.. .. 0 0.... .. Z 0....... .:I "'.. #.. u.... .. <DID" 5:;:~';: ·......0 ;.... ......... QI cDU.. .... 0.. "' e ...<::..... ::: -E::-;ri: ~ æ .... 011 e.. 0 ¡:¡ ..(I).......,...........'" .. ....... (.>"'...... a.> ¡::.. :>'00." POO .. H" U,.;¡ 0" ..:x ~ :5;:;°: ~ :5~:;~? 0..000000.. 0"00 ·~o : 0.. 00.... : :; :;:;0::::5":0. .; 00°-0 "'..=....""oco"'.. ~H ~:~:~"'; : ~~~~~c--: ~ 00"'....'" : "'...."'0"''''.. ... .....~.ñ":".;"': 00............. : <:> 0000<:>0. co 00 _0' .. .; :::::o~ : ,,:,,:.;0 : ~ 00 : o~~:: :: ::::::~ ~~~: g: :~ò":o ~ '^ooooooooooo xoooo ",0 000000.. 'ft <:> om 00' 000 ......0 00·0 .. , :¡:'" . 0>' ..0 .. ..:...§....o ..:....~.......o -,--!!:!o 00 .-< ..: :,g.....~ Q>...o . c"'" ::'~ ;¡;~ë.....,.c~: 0...., O¡.. EO> ... 0" C _ Q U ...c < Q ", ~ ::¡:...< .......;:» ....0 .....Q><II .. :>",>:>'t)<II"'>"~ C .....,........ ..,.....~> ""'CE ø ....,....,OU,><II'O~ e~ø"" ~>~~<~g~~~~... ~3-:;:""... ·¡j,;:::¡:c~>;¡:¡416.: ~~c~ ~~~~~~~~~~~~ ~~~~~ ~~~~~~~~~: 82~3 g~~~~ææ~~~~~ ~~~3~ Bgb~g~~~~: M' o g · · " " · ri o o ~ U o o u o · ~ o , o " o Ii · ó o ~ ó · ~o n ó Uri 0 OU "" 8" · " o " ~ 0 , n o "ó It! 0'" ° ~. 11>0 ...., ''''''0;: · OH · ," · '. 00 o~ " Ó UMO OU 0 " " OH " · 0 000""'0.....0.....00..... .....0....."''''..... .....00.... 00000000000 NONO",O 0000 \I) -\I) ."" "" ."" ...................0..... .-...........-. 00000000000' o 0'" 00' 00000000000 ° 0 <r\ 00 M " ;:>OOOOOMO..,OOM O,,",O"'O"'M MOO'"' :.:~,...;~......;o;: o;:....,...;~ O.-.NN 0",0..- MCO ~::ª < o Ò u ~ o ~ 0" ..OOOOONONOON 8:::::::"><':::::: NOON =. 00000\1)0\1)00\1) ~:;:~:;:O":~ ::::O~~ o 000000000000 N 0 0'" 00 U oogo~:;:oooggo: o o '",00000000000 0....., 0 0'" 00 . :0 '0::00000000000 " ° 0'"' 00 o :0 " o ~ 0000 000 · MMO 0000 000 · . MMO ò " " E 0...01- ;::~ OlnO'" ~::~ ~ : " .~ " g~g~ ",. ."" ...ONN U o : < o § . o o 0000 000 · ririO 0000 ~:: o o ~ o .,; ª ~ " · · . ~: : .., : ~I-¡:¡: §. ~ '" ""' ~ S ~ ..... ~ E-o ~ : 0 : ~ . '0 ~ ~ ~ 3: . , II> : ~ . ~ ~ ~. :, :'::2 : n: ~ X II> ~ 't;I 6: .: -..::. : § . ....,OI>~~·o~o .. ...., .. .. 0. 01> -. ~ It! 0....... ....""01>.. . g.<: :~-.:::: ~ : ~::~: :~g~:~' ~ . 0....... .. > "''''.. H: N ~:~g: :~~~: Q ...., 01>" .. U 00" . ..... Z ;:> "".. ............... n:. o ' 0."," ~...., .. 01> ~.., . II> ..... t). EItI.. ......Q>;...c . ""II> 0-" ~";' <II ~ ::>. . "'.., o.o.t) .. "U";H"O ..0::;:> '0 N'Z' ..,.... ..It! .~.....o 000000000000 ,:;;:::~..8:o.: ô :.o::E-<:,'~~ O'N ° 0'" 00 M:~:~t:æ: :Jj :';. ~ Oo:u g: ¡;¡: ~::¡:: n:: : g, . g oogog:;:oooggo Q . '" ø¡.. IIJ.. .. ~ , <:.. Z" ~ C . '"' . ".. 0.... .. ° . ,"" 0....... In" .. ;:¡: ... -:;:: ~: ~ : ø: 01>..... ,.. ~ .. 't:I ~~: 'ã: : § . H 0" ",.. 0"'....... 0 .. ..... N ..... "" ::¡:.. 00....... ....... E-< U" 11>" ".0:: :>:: ~ ..... .. ...., "II>" .... 0........ .. 0 o ~.. .. Z 0.. ..,.. .. ~ "':"": g;,;: ~ c" ......... .. 0" __ u.. .. .... ~ [ >,.. .. ....,.. IV 0) U" .... ~ <I" 10 E ...c...., .. <1''' -......... U C .. to.. ..."'.. "'.. .. ... ~.. E" 0 E .. 01>" ... to...... ~ H 01> ......,..u"'-+->.. p.> .. c.. ), ° a. ~ 0. 0 "H~UHO~<::t :~::;:;~~ '" ~~:~::~q oON"'N : 0gog:;:oooggo. ~~~o g g~:~:o: 0gog:;:oooggo. ;~;o g ::~;~o~ 0> . 0·0 ~ ........0 00"': 0.....01- ...\0....0...."'.. ~::~ N ":,:",:,,,N~ ONON '"'~o..."'o\Oo.. :;:""=::;:: ~: ':":",'=:","': .....ON..,. 0" 00"''''''' : gggo g ~~:;~:;o: ........0 00...: gggo g gg~goo: ......0 0.;0,..;0 : ~:.:o g 000000" ;:..~ .; ::;';:0 ~ g~~~ ~: ~~:~:~: ...O"'N ,~O~ 00"''''''' : '..0000 ::>0 oooooo~ ,~~:: ~:; :~.;:o ,: . 0 ' =~~~g~5°5g~5 :~~~~.~~ =~~~:~: _~....o........_~o ~o........._: ¡: ..0).. 'n" '" ~ C"'" 0<: to rl P. .. 't:I.o:: ::J ~ o-.c...., 0) U ",.c:::.o: 01>"''' , -< "'"' "' ),··;':>'u 0)... >::>.. ~;.5 ø'_,;:;-:;:g~'Q>.ë:.~::''?: .. H '" U '" '" E:>' '" "'~ r~~ .~ ~~~~~~~~~: "''''< r.. U>U<.'J:>¡:¡~<q~ 0: 0' .' · · o " 0' ", 0' ~: .' o o 3 , · ,00 , o~ " 0 OriO Q/UNN " " OH " 0 · 0 'U n '"ó . U rl ° . E-<. '" ONM' ,"" , 0 H , " '. : ~ .;:.....,.. , , :.';:; 0 :g. " __ 0 ......... 0.0 "" "" " 0" C·...-'" on OOOOOMOMOOM :::::~::::"''':~ ~~~~ ....-....00... .....-<.-<....: ooooo",o~oo", 00000>"" ""00"" ",.", .", "" .", o " ' :lOOcoo,",o,",ooo>' 0""'0"'0'"''''' ""00"'" :eN'N .M .... 'M .-..-<.-......0... ................ :. . "'°0000000000' 0)0000",0 0000 ~'" -,", ....C;;;: ;:....;,...;;: =. 0' 00000000000 ° ~": 00 MO ~ aJOOC",ONONOON ....,.-.0....."''"''''' ""00'" "''''.'''....,. ... ...,. o 00 '::00000000000 ::> 0 0'" 00 o o -7-~ .g .~~ ;,;.:.; c: g..:;~ <n.;,.. ~ g:> 'õ o ....-0.,..,.... -0 "r.> "':>'<="'':;-00''''''''-0-0 E ....,.... <>UU«..... ::>0»)""''' "" "' ..... '" 0-< "'~ r..-o-o '" ~ '" g~~.52ææ~~~~-;;: O"'ON 0,..0.... '" ."". .-.ONN' ª:~ª. < o 8 ~ o ~ ò " " ~ ~ : o o .~ " o ! < o .'1 ~ o o o N ~ ^ o ~ ~ " - ' .: 0' .' . .' .' .:;::::: N·"""...., .......\.< '" . C ' 0 .... . Z . 0, c::s:~æ 0.0 OtP N';;': ...> 'H 1-10 ,'Eo< <III.< ...,.", ,::p, U:~ ~~ 1II'r.¡ ",. c:I:",. 3: 10:''''' ...., o . <n' ::I %:....: ~ o . § "~ ,. ~E .~ III 1111-11-1 J.J 'O~~æß~ ~ ,:: ~......t!lCI .. & ,H QI ~ o,ø,1! 1:~ 153: ë'-'::-¡:::;: ='§ O...C"'&<E-o.c>.~U ...,......,...,.................. ....0.......................... ::"";:0::1::1::1::1::1 ::< fII...."'.."'''''''.... ................................. ~æ82J2J2J2J2J2J æ " ~ · o ~ o ~ ,; " " , · ~ ~ " · ~ " o , ~ o ~ ~ o o o " " · ~ · ª · " " . . " . . ~ .. .. ...."a¡.. 3. .. ",. 0 .. .."'.... ..ø:¡ .. ....... E-o .. <:> ~ Z.. ~ ~ . . :;: .. h_ :;:: ";<-æ :""ø: 8: z.. § 'g~ .... QI" '. to 0 .....::1 ....,.. O,QI .... ø:¡ 0'" <:> 0...... .. ...,tP.. Eo< GlOM.., 0.< .. 0- u.. .u ..... 0:: aJ .. ......... ..... to 0'" !£ ~~:~: .gE~: ~ ~...o: mgggg;::::c:>;::gg:::: o 0..... ¡O" > t I,<> .. ~ .... , "'.... ..... ...... ......... ~ ~g:Æ:~~o.. =~ ........0 ........ § ~~: ~:.~.i:'....: ø: <:> v~g~g;:::::o"'oo", S gg: ~:~~~:§, ~~ <:>: ....0 ...... "u ..0..0<,.::1..0 ...,;:1 <:> ~ tP~:~: :ale- ~TI~~ ~~g~g;:::::o~gg~ e-o (.1'<:" 'd" Ô ...<:: .. ¡:: '" ............. <Þ....... 11'.... ........ H > 'II" 0" .. ..::I' '" <:> tI X \..¡;E" 0::.. .. 0 000000"'0"''''':'''' 00 tP ....'" ....0....0",... ...00'" '" 01" '::" .. ~ <:> <:> '" ¡:.. 0.... .......0 '" 0";"" I .. 0....... C" .. "'''<11'' CI: . ...."'..u.. + .. 1:(. ~ ~: ,<::: :: ".-g 0111.10""''' ::< ~O" ",..OOID" 0 ...... ° "'.. I< 15: go: .... .. ,<:: <-< ~.. ...... .. .... .. 011" .... 0.. 8" .. 0 0.... .. Z <'>.. ",.. - ~ "'....... to .. .. tV 011" <:.. roo...... 0" __ to.. ·......to >,.. ...... Q> Q)U" .... u..",e ",<::.u tV.. -........... to <: <II" ","''''''01 ...... GI e.. a E rv......"'·....· ....Q> to.,...... "'> <:.. >.0 c... "'0 ...... U ..:10" <;:;:: , , ~ · æ: .' " " ", 0' !1: .;:: 0' " ~. 0' .' .§ " ¡ ~ , --, ,~ ~] -.8 .. ",... - .. g¡ ~.t: '" ii.. ~I>< ~~ .. ~ :H~t Qûi:$ !::<e"'p,o:1,..::........ ....00:1,-<-<.u::<0:: oGle........"'oo u>c..........Il.Cl:U ~ · ~ æ o "" n ~ ., "~~ 0110"'''' " , 'H " . -- N · ~ o o N " , " · o " , % ~ ~ . . "~ '::'::0 _ ~g"''''' .~ o · , , " .' s' · ~g~g;::O:gg:: ~o o 00000....0....00.... OOOO"'ID IDOOID """"'\D ID··\D ................0.... ................ 0....""""· ;:":~::. ~oo 0...."''''' ~:~~ 0"'0'" ~::~ 0...."''''' ~::"" *~~~ ....O"'ID 0"'0'" ~:5~ ~~~E. ....00 . 0"'0.... ~::~ 0",0'" ~::;:; 0........... . ~....-:~. ~OO GlO........... ....0........'" ,~ '0....00 , ZO....\DID O....\D'" :0"" ."" .:.£.....00 " ~ " " 0" ¡:: . . ~ ~B "" . '_0 .........,., ... ... ~ ;:; ""....""0"'...... o :~~:~ ~ """'''''0''''...... ~~o~o"": 0..00............ : ;:: ~~:~:....: 00............ : ~ ~~"':g":o: O. "<D.\D .. 00.... : '" "'...."'0"''''.. '£I"" .0 .""" "'£I.ID .. 00.... : o..~~:~:ID: 0..00............ : :: ~~~~~...: ......~;;;;....~ 00""...."" : ~ ~~~~~"': o 00"'...."" : '" ''"''''''0'''0'' o ::~:~ ! ~;;~g"'O: .",.", . 00"'....'" : ~;;::~g""N: .",.", .. OON.....'" ..: . .. .,....0...'0.<::>.. aIU",.<:oCG Q>.. >,.. > >,u OJ.... >:>.. ",.u au......> rv......o.. ..... "'z......Q>......¡:¡.... ¡::.. uti> <:¡:>, 0)"''' "'......'" <II" '".... 0·...... "'..........0)........<11.,.,"'.. '" 0........ 0 C¡O"'." 0). u>uo>oo<o, ~ ~ o ~ ^ ~ ª · " " 00000....0....00.... ....o....~co::.... ....~"':....: -~ 0' 00000""0""00'" "'ONO"'''' "'00'" ~o < u ,; o ~ o ~ ,; " " E ~ · ¡ ~ " o , ~ · ~ ~ o o N " __0 ~ , o. ,~o , %0 .. . ~o '. . ~~o . , . .' ~ " ::<00000000000 0""o""o",0 0000 :C~,..¡~,...;~::; .... ..... GlOoooo....o.... 0 0"" ° -:;:....~....~CO::.... ....00....: C .... ....0 <:00000....0....00.... "....0....0"'.... ....00.... 8 rl o " ^ooooo...o...oo.... ^....o...o....... ...00.... -~ " . . " ~t:I", " . ~~ g "%" -. ..... .. .:>..0) ........ .'0......'" 011....0 0"'0 "".. EO> x.... < ........" > ..··0 o .... '0.......... '0.,..,.,.,> <11>'<:,"<'00"'01'0'0 e "'... <>uu«.... ,,"':0...,.... :>::> '" .....,0...<111><1><'0'0"''''0:: gÆ¿,~~ææg;g;~i<':: rl "- "- "- · 0 · · , · Q c c Q g · .rl C < · c c g 0 c c c 0 · + C 0 , . c ~ > Oe · · · · " 0 c ~ B, ::>.-<,¡:.... .. . e S Q>~ ~ " H 0 0 · H' E e · " , . " Z rl · 8 " >ü:;:: · c 0 · · Q " .. ~ .; ~ · ~ . U Orl .' , ~.....<:.... ~ " H 0 "" .. rl 0 ~~ p>~ ~ ~ 0 c , 0 .':rl . : z 0 H .. HO 0 · ,.; " Orl < · U H " · ~ · " , § · · U · · · : .H · .\ · ~ Q ! 0 · · Z rl C ~ " c " · c · ~ , 0 · · · ~ ~ " Q Z U ~ · ~ · ,. · · ~ rl O· '" 0 0 ". , .' · ;¡ · ~: Q · · : · · ;,: ~ " " · · 0 " U ~ ~ ~ ~ > ~ · · ~ " " " " ~ " > Ii " · H < o Ò ~ o · ¡:: · ~ · Q . o . Z rl > ; > · Q o Q." 0" ~ > Q oJ oJ ~~ :;J.O :> <1''''..... o >.~ 0: Ii'! .... ..,.... <I)...... ::I <: JO........... <.'I 0 O t> ",CQ>O ..<I).... ~';'a~~~:::¡;:~ 8~g~~~~~8 .....:;1.............,.................... .-<0............................ ::1"'::>::1::1::1::1::1::1 "'.........."'''''''.. ........""......................... W;:IaJaJaJQ ( Q O¡ oroCOCQQQQ Ò H H E ~ · Q · .~ ~ . 8 ~ o z o 0'" o <.'I QQ) N Z .... > H "0 " Eo< "'.. ,..., to 00. H .. o :w:: u.... 2: ~ tI> 3: " " o . ~~ u : < o ~ , o o c , · rl · 2 .. ,. o " · " · > o ; > " ~ ~ , ~ Q o Q." 0" .~Æ ~. 11)1-1.. _ ..<1)aJ..... .. >.~.: <II .... 'Ó.... 0)..... ..:) .:............t')p "'co " ';Q t) "'<II..... E::IE"'C.O',c....... e.....Oc.............::J<: 00'" E .. H '" 0 0 u:><.'I........""<>:u rl C £ · " " " eMU" ~ G...; : 2 .. .. 0'" :....,Eo< , , . , . . .... ..3: . " . . ~:, -.<:....: ,y x..,.. "" ¡:.. .. -> .. ¡: ..... .. ..... .. =' ~ ~: .. ¿ M ..: 2. &:c: ~!!.~: ..... Eo< Q ........ .....tl <'C ov.. :....; ;;t: ~ '" ~ §~: :~QJ~: ..< ~ ~g: ..,...¡ Q....: H ",.. 1\1 ovo.. ~ !i1 ::>:: ~ 1:....: ø:: o ~"'.. ......... III. 'C U :"I.... ... Q) >'" C - ...>aH;;!' ~ u.,,: .. u";:";;: ilí H a¡ 0" .. _ .. Eo< , E-I 0"<:" 0...<: ,.., '" .......... .. Q) ..... .... >"'........ III ..;:I ~~~::~: >~..< '" c" o. <:: '" .... 0" GI" . .. o '" 0............ :¡: ... ....~:~: ~ 11>.............. ~ ." ~ ¡il: ã.: g ,..::¡ 0" "'.0"'...... 0 .......<'4........11:1 ð: ¡¡r: ..c:E-< :c........ .... ..01).. ..... <:>.. Eo<" 0 0" .. Z 0........ _ .. ,.,. "'.. =.. t> .... .. .. Gla).. : 6: ':'~'õ: ........ u >,.. ~ ........ Q) mu.. .... Q) .. u.. <II e ...<::.... Q) 2::-;:~: ~æ 'Óm~ "... III e.. 0 Ii! ...... 01 GI......""......1-i1l> ......<:·111 :~:~3g:~~ 8~~~ .: .' .' .' o o N ~ .: .' .' ", 0' " · " 5 ~ .' .' . , o . " "".... Q" :::I ."". .. 0 .."'''' .."" .. .. <:> :....E-o , . , . QI: :,' .. - ",; ~ '" ~:, .. _:<i .. '" .. X QI ... '" s: : -..::: ::3 ~ 2:" : p.~ ..: 2. 8.....: ...... <I).. ..,...:. :~-~:-:;: ~ '" II::~: :'''''¡ ~t: :: ~ ã~: ~a:~:,..::¡ ~ ~ ~~: ..~~~: IE> Q .... 'II" U t;J> .. Z ::I "'.. ..... oj...... ~ 8 ~Æ: ..~~~:g <:> ~ ~'8: .. u~,..::¡:£e-o ..; 5 ~ t:~: : : ~ u X ..:Z: 0::0:" .. 0 II) Cd QI .... '" Q "'.... 11:1" ....:I '" S::" z.. § g: ~.s: "': .. ;:¡:... ..... O. p:: . .....",."". + ø: n:::;:;:: ~ .'2 "Co·!),· ;:I ..::10" ...0<7\""''' 0 . .... ~ '" .... ~ o:Q a: g:.... .... ~ ,<: E-> :<: ~ .... ~ .. ..., .' " 0" E-> ~ a O' z o ~ <'> ~ ....::I .. 0 .. , <: ~ .. OJ .... . o~ __u~ .... ~ u >. ~ ..., ~ .. <I' U ~ .. .. U" ., ¡;: ~..c::"" .. ~ ~.,.,.... ~ u <: ., ~ ... '" ~ '" <I' I.. ~ II) e ~ 0 E <I' ~ .... 0>.... ~ I.. .. ..., ~ u OJ"" ~ ¡:¡. > ~:GS8:~£ . , 0 o. n "" O~O <l'U ,.,. "" '" ' " 0' · 0 000"'0....0...00....' ....:...::.... ....00...· ª:5~ : :5;~;0~ ~ ~~:~::: 00"'...", : o~oooooo" o~o~o:,,:o: o~oo o oooooo~ o ::0::0: ~ ",~""...<:oo""\o~ "'>ø ·0 ."'~ ..\0.\0 .. o~oo............ : r- "'r-,",o\Or-~ ° "'''''0' ..,., .r<> 00"''''''' . o~",...,",o\O\O~ "'~,;~,..;~,..;"': 0~00"'''''''' : o 000000.. o 00·0· .. . '0·0 .. 00... : o 000000" ° ":~O:C::,; 00 ~ 000000" 00 00:°....;° 000000" C::~,;C::O : 0<::>'" : 00<::><::>00" 0<::> .0' .. ';';0,..;0 j .. 11).. ,...,.. II) ~ III...C,.."CI,<:::J" ..u....c::.c4lQ).. E ~ ~Q~~~5~: uø <: E >. QI 0-" ...........,QI::JO I-<Q...... o.................QI..-.O>.. Bgb~gg~~2:: < u Ò ~ o ~ ò :J ß o · · " · ~ " o " : < · ~ ~ o " :;¡ ~ ~ o ~ " ~ " · o. n "" o~o .. "" 2" · o. n 0 "" o~o .. "" '" " · . ~~ "" o~o .0 0 "" '" " 0 · 0 000000<::>0<::>00 ...0..0<1\0 0000 ",.",..ct> ct>..<:o .............0... ............. ~::ª 00000,.,0<'>00<'> 0"'0" .................0....<:0.. ~~~~~~ ~":~~ ~:~; ......~~~~,..;....: .........00... ............ __.... 0..00...........: ~~~~~:o:~~:' ~~~~ ~ ~~:~:~: .......0 ...... ...0"'''' ° 00.....'" : 0go:;~ooo:;g<:> ;~~o: ~ ~~~~~o: ......0 ...... _~~ ~ 00 ... ø: o:;o:;~ooo:;go ~::o g ~~~~~o: ... ~~~<'> g~;~;;~o~gg~ ~:~; ~ ;;:;:~~ ta o::~....;~....;,;~ ~....;....;~ _~._.w. ,; 00'" : ~ "':Æ~~*~~gOg~~g ª5~ª ~:~~:~:~: =~ .... ...0.... .............. 0.. 0<::>"'....'" : o <::><:>0000000<:>0 0000. 0 oooooo~ ø: QI 0 ~ : ":~ 00 :';:0":' 0 ":":,;~,; : ~~ ° ~ ...0 ....... .......0 ::o:oo~ ~~oo ~o:;.o:;:;:oooggo ~~~.o :; 00.0' .. ~a 0 ~.....o ~_~,; ,;,;0,..;0 : ~ 0 00:;0:5:;:000:5:;0 :;:5go g :;:;"::5":0: ° ° . .. ",. 0,' '0'0 .. ... .........0 ...... ..........0 00.....: QlOOOLt>O,,"O"'oo'" 0"'0"" r-..ct>....r-or-r-.. ~~~~~~: :o~: :.;:r-,,:: ~:~~~~~"': Q ... 00 .....0"""" .·o..oor-....r- .. o ..., ~ ~ go:;o:;~oooggo ~gggo ªg gg~goo" a . . ::Jen .. O· "0·0 .. ..... u....o ~......o xo ... ^ooooor-or-oor- xo",o", 01'" ct>......o...m.. ^~":~~:~ ~~~~: ~~~g:~~ ~"'o·~~~ ._.~ ~_. ~.....o............:..;:;o _ _.~_. :~.. ..' t., ..: ~ . <II.. .;:,...... '~..~¡g.. ~'Õg ,..; g..~ ... < :,'j'U~.<::i!{¡ãJ: ::£....< ..-.,,::» .... 0 QI.. '" >0.. > >ou 11)..... >::J" a ..."CI..-.... "CIT">"-'> ""<:E ~ ......ou......>........o.. ..>..c::"<"CIo...m~"CI ",,,,,,,, ...."'::£..............Q.....<:.. E ...... <>ou«.... ......::1""""..... u~ o::¡¡>. <1'0''' ~~~~~~t.,ª~~~~ z~~~~ ~~~æ~~~~~: g~~a~ææ~~~i~ ~~~j~ Bgb~gg~~g: ~, · · · · ~ · · 2 o " · " " o ~ ; · " .. n ", o~o "0"'''' "" 0" " 0 · 0 · · · · .~~ ~¿; ¡; " . ..... .. ~ 01Oe¡·· "" . .....c:: ·01 ct><:<: 0........'" uø:X..::l 00000000000 o 0'" 00 0000 ;:: o o o 000<:>0000000 "': 0'"' <:>0 ~o 0000. ~:: o " ;:100000'"'0<'>00'" ,., 0"'0"'0"''''' "'00'"' .tt:~,..;~...;,;~ ~....;....;~ 0" ."'000<;>0<,,0"'00'" . .....0....00\"" NOO'" .....P,............. ......... =~ ........0 ...... C 00000\00"'00"" "" V oooem'" "'<::>0"" :"'''';''''''';';''' "'...;,..;'" o 0000000<=,0000 <:> .. 0 0", ~o ..., .... ...0 o 0 00000<:>000000 <:> 0'" 00 ° ~ ....0 0.....0... ~::~: 0"'0"'' 00\00 ~,;....;~: 0"'0'" ~:~~: ~g~o: ~~o 0000 ~:~ o o __0 . <:ooooooooooo.Q OOOO ~o 8 ~ ~~ 00 .~~oo 8° U ........0 ........ .u..._o ::£0 ^ooocooooooo:~oooo...o ^ <:> 0'" 00' 000 .....0 : ~~...;.; ~,;,; .t., . '" g~: ......0 .; 0:: ..., ~:~ ~~~o:Q~_~g>_..~ S¡~ '" o ....~..-.... "CIT">"-'> ~o::¡¡ ~ m>~~<~g~~~~.... ~~~ø..... ~:~~~~~~g~t.,~ z~~~~ g~~a~ære~~~~~ ~:~~~ o . "00000000000 0...., ° 00'1 00 2: ..:i ...;,; 0000 ~:: ~~ ~ " < u Ò " ~ o ~ ò " " ß o · · " · ~ " o : < · ~ , 8 o o o :;¡ ~ o ~ ~ ~ ~ " · 0 · g u · ¡¡ ~ 0 ~ ci " " E . " z 0 -- 0 · ¡: , 0 " , ° Q 0 ~ 0 ,. z 0 0" " 0 ~æ æ 0 , U "D ~ 0 0 : .. 0 0 0 0 0 0 0 : , ~ " > > 0 0" 0 O>'I&<CII '"' ~ . 0 ."...... III.... ::I · , ~ :ä~~'tCP"'::¡~ 0 0 0 ~ &" ~.... ð"' Co Coo<:...,... § 0 0 ;, :i: III ~ï::ï:: ~ g § . u cp·.. ~ Eo< '" ø:: u · " ~ .u;:>................................ g 0 Z H 0 ....0............................ 0 ~ :;I'O:>::I;:J::J;:I::I::I "'.....".....,"'.,'" 0 ..................................... 0 0 <P;:JQlQlIIIQlQlQlQI , . CIQQCPPQQQ æ " 0 " > 8 -- 0 " ".~ 0 : 0" ^ ~ ·0 .~ "D -."'...... · 000 ··1110).... . g ~ ~ " >.1&<<:0:1 0 -0 o. ! ~ : <: QI.........øo·· III S (II (.> It) · " ª'::ð~£:'E1'~ , ~ ° & oo...e........"' 0 · u:>e>...."" E,,'¡l. u ° !: " ., . " ~ .... N ø;.. ;:I :~ ~: E-< . o. ~: ;::<:.: ø:: ",. 1<<11 ','0 ¡:¡: -.:: 3 ~~ ...., QI. ,U 0 ....:;> '"'..... "'<1>'" a¡ 0....0 0...... .. '" 011< f;-I <II UN,., g.<: ~-~: ~ 0.9 a:.,. ,;">.", .. E" >,. rl '" ,"," ~ '" Z C ",. ",. 0......,.. o 0...... 3:" :>' <I> "'.. ~ .... ... 0" Q)" 0 E-o ....:>.. >.. ........ H "' .....,.. 'II IV 0" o . J cpo .... Uti'.. Z :I.... Q....... ",,..<" ø:: o 0.,,"" ....... III" '0 U e IQ.. OJ....... 01 >.. C 0-. C" '"';. III ::I U 0" U.c..1 0 '0.. :>.. IQ ~2::O-: û .c: >t:~: ~ ~ "::0:" i>:" .. 0 Q .... '" '" "'.. <:" ~ '" ...8: g,: u "" c:;j: ~: ø:: .... u"" ¡:( ~ ~: ..r::.. ~ 'g ""'''0.'' ::I ,.: 0" "'.. 00\0" 0 .1-0. co ;0:.0'..... .. ¡-.. U" 0>" ..r:: 0::...... ..., .. 110" .. 0" ¡;.." 0 o..~: "... z..1 .. <1>QO. .c::.. .."'...... 0" __ U. c<.u ". ...... '" Q U" .. .. U" '" e ~.<:"" <1> ~ -......... ~ u <:: '" ~ f-<.. ~ '" <1> .... ~ OJ E: ~ 0 g <1> ~ ..... 01·.... ~ .... <1> <J " ..., ~ a. > ¡:: ~ >. 0 a.. a. 0 ..... (.).:¡ 0 ~ 0( x II> "'..,.ooooo.-<~ '" ::~:~ ~ "'.... 00 0 DO.., ~ ~'~~:~::1 ~ ~~:g""'o: ~ ..,o,\.....o.....,...~ :: .~a:,.,: .,.....,...o,...".,~ ........·0 ~ . .0'0 ~ o~oo............ : ~ ::~:~..,.: 00.,.000..,.' ,.,..,.·0 . . 0'\ . 0'\ ~ 0.00"'.....'" : ~ ::~:~"'~ ~ ::~:~o: ~ ~~:5~ ~5 :::::o~ o x~~~~ ~~ ~~:~:"': /;.....00 _;:;00 00"'.....'" " . ¡:; <1> <1> ~ <:: 0( OIrlo,..",.<:",. ~¡~ "', ~..~~ði~:~: ~~~ "".;:¡~~~'q;z~::;g: .... '" 01 U '" I': E: >. ., 0' ~ r~~ -.~ ~~~~~~:~æ: "''''00: ~ u>uo;>o::>oo:o 00000...0....00..,. ....0...00'1..,. .,.00.... u n " " 0". <1>U"'''"' " , 8H 0 . 000000,...0,...00..... 00000\\£1 '-<'00'-<' "",,,,,,,\£1 ,-<,..", ...................0.... ................ 00000....0.....000..... .....0.....000\.... ....000....' .....0 ........ 0....0..... 00\.....,... 0\. ..... "00 0.....0...... 00\"'..... · ., .....0..,'" 0"'0"" 0"'00 . ",. ."" .....0......... 0....."''''' 0"'0"" _00 0...."'... 00'\"'.... · .m 0"'0'" . 00'100 . · ·m 00'10..... 000......... · .~ HOO 000...,... · .~ 0"'0'" 0"'''',,", · 'M HOO ~:5~ < u Õ o ~ o ~ ci " " E " : , .~ " o : < o § . o o o o o ~ o "' ~ o " ": H' o 00000....0"'00'" "'0"'00'1.... ....00'" .. . o ::100000000000 0,,",0,,",00'10 0000 :I:~...;~....~~ -- . ..ooooO....O....OOri &~:::::~::: .....00.... ~~000000'0O'l00O'l o ~"":"':~co ri.... 8 ~ " 114: ';:¡'::o _ ~ ¡:¡ g"'..... Æ" o 0000000'100'1000'1 ...."'00<000'1"" 0000"" _0 o o;:g;:g~:o:gg: . . . riO riri o o ~ ,~ ~ . ~ o " o · 0'::; o <1>oooooo....OriOOri ~.....~riO<>::.... ....OOri o ~ " u "" ':::'::0- EU"'.... ~.s AOOOooO..,.O....OO.,. "....0....00'\.... ....00... 1':00000....0....00..... ::IriO....OO'.... ....OOri o . u "0 · > 8: o Ii _H ..:...~ :,à..;..;~ <1>.-<0 ~.:;~<Q ..~g> 0 o ....'0.......... '0..,..,.,...,>- 0»'<:" 00:'00"" 0>",,'0 E ...,.... <:> '-' <.> < 0(..... "'~¡;.;:¡~¡,..¡,...g.gr.¡""'~ gd1¿;¡5~ææ~~~:f~ .' " o .... .. ~ 0_0 "" "" . I': 0> I': I': ·0..-;........ ,ua:x..:¡ " 0' ~' " · o o ; o · · ~ ",r-t.,.,,g o .......E- o · · -. . . . ".' :: - ;;.g: 'Co:: ..... ~: -: ~ : ~ ........ o.Q ...iii 0...... '" to QI. E< 0.<:" .. ¡,;-..... ... Q) .. ........ ...... II) ¡O:<D. .. .>.>..'" Il"I 0] E"" .... OJ...... ~ !: !::::>.. .. 0.... ov. o 0...... .. > 011»0 ...:> a ~~: : 7;;~o: ~ ~:: : .:::g'....: a: S ~Æ: :~~~:§ ~ u'O: :u<:~.g ¡:: ~2: 0.: ô ..:;&< <I "'> ~: 1ä: :: ~ tj ~:::: g...:> ,::.. =. <: '" ..... 0 .. ~ o . '" . 0·..... ",. :£. "'_C::>o a: ......."". + a: ~ ~:?: ~ :-g 3¿:~:C"'''Hg ..... '" ..... III 2:.1»..... .. &< u. <I). .<:: .. " .. " <::>.. s... 0 · 00..... ,..:¡ N.... I).... .. . Co ..0>...... o. __ u.. o ,. ...,.. <II G>U" .. - o. "' e ...c..... Q . -........ u <:: ~: Q .... ~: :g ~ 0>..................'" .......0"'....0.> 5: òS8:~:i! ~: .' " o o " " o · o .: .: 8: 0' Ä: ),: o ~ o · ". N .: g: .' · · :¡¡.s < u .:: .:: .:: 000 000 000 o 0 0 , . ~> u~ B...... ò "....,.::,.. Ji"GJQ . Q>::;: 's U .'OO ~'i5 -::: 6 &: g,Q " H '" C Ie..... ". , o ." u ". · .oo :;: ~ ~~ ...·5 ~~ u ~ ... > II) ¡,J U QI C '" "'...:> § ~ · , " >U~ · o "' 111.....<:.... .. . ¡:¡>~ . o _u · o , , " " . · · " ~ â < < o 0 ~ ~ · . ~ ~ · . " " .' " B: 0' ~ ,; ~ ! ~ Ii - g~g~ ~:~.~.::;:.::;::. ~...:..:~ ~. - ~:~~ :.~;;~;~~ ...0"'.... <:> 00......'" : gggo g ggc:gO<H 0\ . . . '0 -Q .. ........0 <:> 0=.... : 0._=....0 c:> 000000_ :::::- '" ~~C:C:ò " £:~~~~Eo~~~~ ~~~~ 0 ~~:~:~: o ~~~~~o~ ~~~~ ~OM~ 0 00 ~ : ~ æ~~~~~aoag~a ~:5~ ~:~~:~:~: =f ~o ~~ ~~",., <:>..<:><:>....~....: oo<:><:>~oooooo g.g.g.o 0 0<:><:>000.. Q) <:> ~ ::::: 0 ~~.;~.; : .:::~ 0 ~ ~~o 0 00 : .J::::) 0 ~~o o<:><:>oo~oooo<:>o 0000 0 000000_ <I 0 <'<I <:> 001 00 :;:":": 0 00·0· ~s <:> t ~o ~~ ~~o 0 ~';O~O ~ 0 ~0~<:>~~0<:><:>~5° ~:~<:> : ~~~goo.. 7;000~~~o~oo= O~ON' ~..~CtIMOMN" N »Ct\OCt\=CtlM MO<:>M O~O..... N~·O .N" 0\1.... ..... ...... .......... ",..= .... ·0·0 .. Q ~ eO ~~ ~e"""" ··o..ee....~.... .. <:>. 11)" f~~ ŠOOO<:>~OOOOOO ~o.~~o ~~ ~~<:>.~Oo: ..,& 0 5 ": ~": ":": ~. ~~ y~ ~- - u ~ ~o ~~ ~~~.; ~~ .;.;o~o ~ ^ooOO~~o~oo~ ~~~g~ ~= ~"'ooo~.. '" <:>: ^:::"::::~<>::: ::1":":::: :5 ",. ~~,.;~~ : ~§ _~O ~~ _~~.;~~_~o ~OM:M..: 5j i.:;~¡.,;~i~>~~....o;! 6 » ~ ~ :~~~~~~: .:;_~ ...... v .....;5j '" ~.:;~t~~q:~õ: s:ø", ~~~3~~~t~~~~ ~~~~: ~~z~~~p~&: ».<: Q) ~Q):5»4 ~~ 0\1 ~,~Q)O\I 0\I'»1P?0\I4P....... ~~~= ~"'O.....Q)~~~~~~~ »»~~~ ~~.....Q)~~Q)~"'.. 8~x~ gÆ~~~reæ£~~i~ ~~~j~ ~g~~g~~~~: ª · " " , N OOOO~"'O",OO'" ....0....="'''' "'00'" '" .", ..~ ~ ~,...;~ :11.8 0: " . gti~.... " " ." " 0 . 0 < u <:>00<:>"'><>0><>00'" ~O~OØ\~ ....oo~ = .= ..", '" . .", ....0 ,..;,..; ~ c ~ :j OOOO~OOOOOO o 0'" 00 " ". "" o . 0gog~oooggo :..,., .. 0 ". ""0 ",ON'" " , '" " . B " : ,. o 'j 8 · · · · ~ ~ , : · o o ~ ;; · " 5 ^ " ^ .; ~ o ~ · , .; ~ " ò - - B -: " · ~ - · u ~ · .; ~ ~ " ~ ~ · ~ ~ · u ~ " o o " ~ ~ · g § , · u < ~ " o ~ · " o · o N " " " " ð · " " . . 0 .. ......,u.. ::I ~:~ !:~ . · . ~.'.: .. _.<:: .. ø: .. x Q .. '0 .,~: : ~ ~ : ~ ~;::: : 1i ~ ~: ~ Eo< ~,o;;: : ~-~:-:;; ø:ov. .. .>.>. "'_ '" tI1 =. >...........1» ....~.Æ~:!:~~:¡: ~ 0:> . ~ . ..... >.. >...... ....... ..... . '" ......... f! IV 0·. ~:.g::~:~~õ::'Co: rl 8.!?'1Q.. <I)...... QI >.. ¡:: <:>, '0-.0:;." > G).. ::I <:> ø,u "O.UO<...1"O r:1:œ'8:.ê:: : lEI Eo<' tJ,c. '0. Û ...<: ,.., , ~ : "'> a:: 2:: ~ : ':: . u :<..... x.. 0:" .. 0 dO ¡,¡, 011 .... ."" C¡. ''''0].0:::.' ......¡. . "', 0:::" 0.. .. ~ : ; : ~~:~: n : : 0: e:: u: ~ : '0 > (lIe,c. - .. ¡:: ~g: g: 0''''"': 6 X: t;.:::: "': lEI ~ ~: 2:: : ~ .. v.. .. .... <:>.. E-<" .. 0 0:>.... .. Z o. "'.. ..,.:¡ "'.. #. U ... .. .. 0>"''' .. ¡::. ..0>....... .. 0" __ u" ......... u >,. .. ...... II) Q U" .".. .. u.. ., E ...c:.... .. <11. ~.......... us:: .. "'.. E-<.... 1'0 a> .. ...... '" E.. 0 E .. a¡.......,..,......, .. ..... <)....,.. ~ > .. C" :>'00.. 0. 0 .. ....... u..;¡o. -< X . æ: æ .' " 8: 0' 11' :;I.: , ; ,- .- .0 " ~~~:;~~O~:;:;;;. 5:5:5êOê::ê 00000....0....00.... ...«~...o"'.... ....co.... 00000....,0,..,00,", .....OMO"',.., MOO..... _ 00 .0 "0 " U....O ::IOoOoO~O~OO~' ",UN"'" 00000"'''' \COO",, g~ :~~~~....O~ ~....~~. ~ . ",000000000000 · Qlr--O....O...O 0000' .... a.N·N ."" "" ."". 00"'0 . 0"'.....'" . · ·M ~OO 00'"'<1') 0"""'''' "", .<1') .....0'"'''' 0<1')0'" 0",,00 · '0 .....0........ 0....."'.... 0"'0'" · .~ eOO 0....."'..... 0",0\'" ....0.....'" 0"'0'" ~::~: 0"'.......... . 0"'.....'" 0> .",. .....00 . 0"'........ 0"''''''' ~OO 0"''''.... ",. .", ~OO 0"'.....'" 0"''''''' · .0 ~OO "'0"'...", .....0"'.....0 .;:10\. .", AOOOOO,.,O.....OOM:~:::'" AMO.....OO\"" MOOM' O~...", . 0:0\,,'" _'" ...:..,8....00 .~ ~¡ ¡;~ _:: ~ .: ° ..'t ø:I.. ¡;¡ 0> ' 0"': _ · :r:..... < ........;:1> .... ° ..... IV '" .. · ° ....'t:I~.-< 't:I~~>.~.:= ~ · IV>~..<'<:IO~"''t 't . ..~~.. · = ~.... <>OO«....·~~~~.... · ;:1 ",):.., ~ '" '" .. . "'...... '" IV" ....~O...."'~~'<:I't:Iro~.:·~..,~.:.: g~~~~ææ~~~~~:~~~3~ :::: ~~":;;O\"': oo~"';~ M.........O\OO\"'. "'. M\D ·0 .",. ...·cD.cD . 0.00"'.....'" . ~ :5;5;.....~ ~ ::;5;....î : ::;5;;~ ....."'.........0....."'. ...... "'''' '0 ...... ....cD.a> . 0.00"'....,., . : :5~5~"'~ a>.....,.."'o"''''. ¿:::~:~ ~ : :;;;;:1 :~o 00............. : :j~ 5S;5;Oî !II'" ..............0......... '....0 ......... '0' . · 0:>' ..a>.a> . "':";-;0 00............. . :; ;;~D...~~~: · '" 0..,<:: < '" IV. :~~~G~~~.tÕ: ·......:£......"'......0.....:· O~ .: = >. '" 1:1>. ..........,"''''..1-.10....· ""........ "'....... "'·n"'. · ..0....0"'0>'<:1"'. ·U>U">O=><O. < " Ò " ~ C ~ " " " 3 o : " · ~ " o : < · :3 , g o o , ¡; o ~ " e '0. .0 ", ~g~"'" e~ · " -0 - .. "0 . ~'::o-. E-' EU"'''' "" .~ -. o .. "0 .';::'::0_ ¡;¡U"'''' "" :æH =~ , o 00000....0...00.... VMOMO"'.... ...00.... V...·.....··..... ... ..... rl...O ....... " o " · ¡ :;"'¡; ~ , " .. ~:. . -.<: . ..: ." . ~ '" .''<:1 ~ ~ :. :, -: ~ : g ~ _ . Q, IV ... In 0..... ... '" ",. E- Po..:;. . u- U. .., IV . ....... ...... U : <>: &: :...; ~t: ¡';'J ""Z' <:;:>. .0'''''''. . 0 ' 0...... . > "'~. ...:¡ 0: e:: : :: g: :..... 0",: .. , H ... . ... "'0. ~:g:~&: :~~,.-,: t>: . O. p.... ...,.. "'. '<:I rl' U' =1'1. ..... '" Þ'. <: o. . 0-. ."Þ' ",. ;:> ~.§:~'8: :U<~:gE-. ~:~~:~: ¥ :~ u ~''':¡:''!II. . ° ""1>'1.", . ",. .'" o . '" 0>. 1-.1. ....:¡ . <:. u. . <:,''','''0. CV. . ~::::'~~:~: ~ : ..:: ~ ~:;:: ~ : 'g "'0.. "". .;:> ",0. ... O"'M. ° · ~. "'.-<.... 1'1 :r:.I:>'..... . E-< U. CV. . .<: :.::...... ...... · (\I. .1-.1 0. E-<. . 0 g:...: : z '" "'..... ,-,... · . (\ICV. .0::. _!IIrl" · o. __ U" .-.-.. U :-,.. · ~. '" "'u· .... · U. 0:> E ..<:..... · CV. -........... 0 C .. "'. 8..·..'" .. ~. CV E. ° E · CV......."'....·....CV ........ '-''''...... Q,Þ' .0::.;;"'0"". ""0 · H" U"':¡O. .0::': " .' go; .. ~ .' ,- e- o- 11- i " , o :3 , . :'<:ICV .~ ", '~O · . "" 0" ~ _00 .0 ", O~O · . "0 0" " 0 · 0 :"'CV 00 " , .eO .. "" 8>-+ 0. · 0 . 00 . .0 ", .eO .. 0 " " 0" <';: 0° . .......~ 8.:'J " "< "0 " 0·....·"" "0 · 0 ·000000""0...00,., ,''''''0'''0'''''' ...00... ............... ... ..... ....0 ...... o ~~~~55~0~::~. ~~~~g;:;;io:::g~:::: c .:00000....0,.-,00..... ;:1....0...0"".... "'00"-' o " " ..... .. ~ 8.:'](');; .....<: .", <:O'.:c 0·.......... u..::.:,..:¡ 000"''''000000' "'0"''''0\''' "'00'" .. . 00 0000"'0\00\00"" .....0....0"''''' "",00 a> . ",.",..", ",. .<n. .................-<0.... ................... oooo<nOooooo. o 00> 00' 0000"'000000. ° 0"" 00' " ;:I 0000"'.... 0....00 rl 0...0...0",,,, "'00'" :<:::;...;~...;~~ :::........;::: ·~oooo<n"'o"'oo'" '<11"'0"'00\'" "'00"" ~'" .", "';c:>'" '" ....: =~~~~::~o~::~ _ 0 ,00000<noooooo '" ° 00\ 00 ~ ...; ........ : oogog:;:oooggo: _ 0 0>0000"'000000 ..... ° 00\ 00 . C ~O ':0000<1')000000 '" ° 0'" 00 o . " AOOOO<noooooo A ° 00\ 00 ...:..~ ;:I ..0> "t:I 'n!ll "'..... 0 0"'0"'· ¡:¡ 0;- :z.... < ;:I>.. .. 0 o "''0 n..... '<:I~......> "'>.<:"'0<:'00......,"""" ¡:¡ .......... <>00«..... "'''':0...... "';:I .. ..... "0·.... CV'''d..''''OI>''''': 0..... <:!II:t;:t; '" (\I U "'..... ><no....~"''''ø::..:''':.:'''' 0...."'\D ~:~cD 0...."'\D 00\0\.... ~o...;~ 0000 , 000 , 0\.. . ~~O 0000 · . ~~O 0....0... 0"'0"", .....0...'" 0"'0'" 0"'00 0'1' .a¡ ....0..-<....· .....0...'" 0000 000 000 · . . erlO 0000 000 .,0000 "'000 .;:10\ . .'<:1.........0 , 0 ::<:gggc ,. ...:...=1........0 . " " .8 õj g ~ -:;:~.5 '" ..,..:¡'" ..... B'.;:;.;; .. ~~~ ~ ..... "'.......o......~ : :~~:~ : ,.,....."'....0"''''. "'.. "'''' '0 .\D. ...."'..... .. 0.00.......'" . ° 000000. ° 00' 0' . ·0·0 . 00.... . g ::¿~~o; ~ ~~:~:~: m;~:1 .. .... -..,.. ~..cv. ".....p,.."'.s::". '" '" "'.<: -<: '" 0>. >... >;;..,u cv..... > ". , ..,.., o u...... > "'......0. .......:::¡;...... cv......Q..... <:. u'" <::E>' w",. "'...........<11;:>....""..... P,........cv.........cv.,..,"'.. '" 0...... 0 '" ,,"'.,.. U> <..>('»"" 0..:;0.. < " ò § c ~ ~ E o ~ " · ~ " g · : < o :3 , 8 o o g o o rl ~ _ '0 _00 _ o· >0 ~ ^ ~ 00 . ·....0 . - _;-;0 . " < .~ · " e LINSCOTT LAW & GREENSPAN ENGINEERS Appendix G SYNCHRO ANALYSIS WORKSHEETS N:\1105\Telegraph Cnyn\Report\110S-B App.cvr.doc Telegraph Canyon Road Capacity Enhancement LLG/San Diego LINSCOTT LAW & GREENSPAN ENGINEERS TABLE A Telegraph Canyon Road Capacity Enhancements Sensitivit Anal sis· Westbound AM Peak Period Existing (Baseline) Existing w/lmprovements Existing w/lmprovements + 150 vehicles 20.9 21.4 21.0 Existing w/lmprovements + 210 vehicles NOTE: - Synchro link distances adjusted to better reflect existing operations. Telegraph Canyon Road Capacity Enhancements - 1105 11/8/2001 Arterial Level of Service: EB Telegraph Canyon Rd AM Existing 1-805 SB I 40 32.9 16.6 49.5 0.3 23.5 ¡___'Iii!._g~I~Q)"iR¡¡¡¡¡¡¡ílli!f~ ~.- ~ ~æ~~~__!}~ír'ciÞ~rlé;~~it~f[_:r\I,.,: Halecrest Dr I 40 28.6 6.1 34.7 0.3 27.0 : - ~W_®··· ~ ,,~"'ffi,~,ºªø ~ .' ",ii.dUHD, 'J Crest Dr I 40 37A 17.2 54.6 OA 25.7 D ~I {~.I.--~ Arterial Level of Service: WB Telegraph Canyon Rd Vons Driveway 40 37A 13.1 50.5 0.4 27.8 . II 1-805 NB I 40 31.8 60A 0.3 15.5 . 40 17A 0.3 N:\1105\Synchro\Telegraph\AM Existing.sy6 LlNSCOCOS5-FF51 Telegraph Canyon Road Capacity Enhancements - 1105 11 /8/2001 Arterial Level of Service: EB Telegraph Canyon Rd AM Existing w/lmprovements Crest Dr I 40 37.4 18.5 55.9 0.4 25.1 D Arterial Level of Service: WB Telegraph Canyon Rd 40 37.4 12.6 50.0 0.4 28.0 C Vans Driveway Nacion Av I 40 32.9 18.9 51.8 0.3 22.4 D . .". ... '" . .. . ..' N:\1105\Synchra\TelegraphIAM Existing + Improvements.sy6 LlNSCOCOS5-FF51 Telegraph Canyon Road Capacity Enhancements - 1105 11/8/2001 AM Existing w/lmpravements + 150 vehicles Arterial Level of Service: EB Telegraph Canyon Rd 1-805 SB 40 32.9 22.3 55.2 0.3 21.0 D , ,'ill'''' ~~'I-"'~' ~ ": .~~_~ ;*, fRiJs], , Halecrest Dr 40 28.6 7.6 36.2 0.3 25.8 'æ' Crest Dr I 40 37.4 18.0 55.4 0.4 25.3 D ~~ ; "'",'"",,,, ..,. ,. . Arterial Level of Service: WB Telegraph Canyon Rd 50.3 0.4 27.9 C Vans Driveway 1-805 NB 40 28.6 50.8 0.3 18.4 E l1&li Nacion Av I 40 32.9 19.1 52.0 0.3 22.3 D .~..,~~~-~~~~ N:\1105\Synchra\TelegraphIAM Existing + Improvements + 150.sy6 LlNSCOCOS5-FF51 Telegraph Canyon Road Capacity Enhancements - 1105 11/8/2001 AM Existing w/lmprovements + 160 vehicles Arterial Level of Service: EB Telegraph Canyon Rd o 25.8 0 Crest Dr I· 4037.4 18.0 55.4' 0.4 25.3 . 0 . Arterial Level of Service: WB Telegraph Canyon Rd 40 37.4 12.9 50.3 0.4 27.9 C Vons Driveway Nacion Av I 40 32.9 19.1 52.0 0.3 22.3 0 .~ N:\11 05\Synchro\TelegraphIAM Existing + Improvements + 160.sy6 LlNSCOCOS5-FF51 Telegraph Canyon Road Capacity Enhancements - 1105 11/8/2001 AM Existing w/lmprovements + 170 vehicles Arterial Level of Service: EB Telegraph Canyon Rd 1-805 S8 40 32.9 22.3 55.2 0.3 21.0 D Halecrest Dr 40 ~'>~~6 36.2 0.3 25.8 ~ r:,-~ "' Crest Dr I 40 37.4 18.0 55.4 0.4 25.3 D ~ím1t~~..---. '.. '. ...... ~~~. Arterial Level of Service: WB Telegraph Canyon Rd Vans Driveway ., 40 37.4 12.9 50.3 0.4 27.9 C E .- Nacion Av I 40 32.9 19.1 52.0 0.3 22.3 D ~1'!I;:J!I!:~~~tîi . ""m . _ ", , .j.. _.Rf~fi~"",,'~ä!! _ "",,,. - _ _ >'" ,._,);;,,1 N:\ 11 05\Synchro\TelegraphIAM Existing + Improvements + 170.sy6 LlNSCOCOS5-FF51 Telegraph Canyon Road Capacity Enhancements - 1105 11/8/2001 AM Existing w/lmprovements + 180 vehicles Arterial Level of Service: EB Telegraph Canyon Rd Arterial Level of Service: WB Telegraph Canyon Rd N:\11 05\Synchro\Telegraph\AM Existing + Improvements + 180.sy6 LlNSCOCOS5-FF51 Telegraph Canyon Road Capacity Enhancements - 1105 11/8/2001 AM Existing w/lmprovements + 190 vehicles Arterial Level of Service: EB Telegraph Canyon Rd 1-805 SB 40 32.9 ~~g~:'~~~' 40 28.6 22.4 55.3 0.3 21.0 D - - [I 0.3 25.8 D Halecrest Dr 7.6 36.2 ~~~.', ~m511l~~· _ . Crest Dr I 40 37.4 18.0 55.4 0.4 25.3 D ..- ..,_. -,m¡.~, '" ..~ ... .... ._.,¡¡:¡~ Arterial Level of Service: WB Telegraph Canyon Rd Vans Driveway 40 37.4 13.0 50.4 0.4 27.8 C 1:805 NB 40 28.6 22.4 Nacion Av 40 32.9 19.2 52.1 0.3 22.3 D .m 1w--'.IIIII~"¡;¡~~ ¡¡,;¡r;rl¥tœMf!l7J!'%W.~ik:¡~æ\in"'''' '..' \Iæ~!£'d: N:\1105\Synchro\TelegraphIAM Existing + Improvements + 190.sy6 LlNSCOCOS5-FF51 Telegraph Canyon Road Capacity Enhancements -1105 11/8/2001 AM Existing w/lmprovements + 200 vehicles Arterial Level of Service: EB Telegraph Canyon Rd Crest Dr I 40 37.4 17.9 55.3 0.4 25.3 D . Arterial Level of Service: WB Telegraph Canyon Rd Nadon Av I 40 32.9 19.2 52.1 0.3 22.3 D . N:\1105\Synchro\TelegraphIAM Existing + Improvements + 200.sy6 LlNSCOCOS5-FF51 Telegraph Canyon Road Capacity Enhancements - 1105 11/8/2001 AM Existing w/lmprovements + 210 vehicles Arterial Level of Service: EB Telegraph Canyon Rd 40 _l__itB[lk~~' ". Halecrest Dr I 32.9 22.4 55.3 0.3 21.0 D '-ßiiiiì1!r''!!ij~ ··ifi~~;;~~ 0.3 25.8 D Crest Dr I 40 37.4 17.9 55.3 0.4 25.3 '15 . Arterial Level of Service: WB Telegraph Canyon Rd Vons Driveway 40 1-805 NB 40 Naclon Av 40 ~~--.!8ijf¡¡~mi~! . ~~~~lM*)t-.,'0~'1\.·. N:\1105\Synchro\TelegraphIAM Existing + Improvements + 210.sy6 LlNSCOCOS5-FF51 LINSCOTT LAW & GREENSPAN ENGINEERS APPENDIX B 1997 HCM Arterial Level of Service Criteria LINSCOTT LAW & GREENSPAN ENGINEERS TABLE 11-1. ARTERIAL LEVELS OF SERVICE ARTERIAL CLASSIFICATION A B C D E F 2:42 <:34 ?27 ?21 2:16 <16 n ill TV 35 to 45 30 to 35 25 to 35 40 33 30 AVERAGE TRAVEL SPEED <:35 2:30 2:25 <:28 <:24 2:19 <:22 2:18 2:13 2:17 2:14 2:9 ~13 2:10 2:7 <13 <10 <7 Range of £tee-flow speeds Typical free-flow _ speeds LEVEL OF SERVICE 45 to 55 50 NOTE: Units are miles per hour. Updated December" 1997 LINSCOTT LAW & CREENSPAN ENGINEERS APPENDIX C Synchro Arterial Classification Criteria Arterial Travel Time Report The Arterial Travel Time report contains information about the speed and travel time for an arterial. This report mirrors the reports used in the Arterials section of the HCM, Chapter 11. The Arterial report can also be compared with field travel time studies. When creating a Travel Time report, select one or more arterials in the right panel of the SELECT REPORTS window. To create an arterial with multiple street names or that turns corners, include a route number with the # symbol in the street names, such as "Ashby Ave #13" (see the topic Link SettinQs for details on creating an arterial route that turns corners). A report is created for each direction of the arterial. The Arterial Class is calculated automatically based on the distances between intersections and the link speeds. The Speed is the total distance divided by the total travel time. The segment distance is the total d ded b h b f istance divi bV t e num er 0 seoments. Speed (mph) Segment Class Distance 1 to 29 any IV 30 to 3S < 2000 It IV 30 to 3S >= 2000 It III 36 to 45 any II above 45 any I The Flow Speed is the free flow speed or link speed input for each link. For segments over 0.5 miles, the Running Time is the link distance divided by the flow speed. For .shorter links, the running time is based on the running times in the HCM 2000, Table 11-4. This table is based on FHWA research that shows longer running times on networks with short segments. This will cause longer travel times and lower LOS than using the free flow speeds. The Signal Delay is the percentile delay for the through lane group. Signal delay is equal to 1.3 times stopped delay. The Travel Time is equal to Running time plus Signal Delay. Arterial Speed is thus Distance divided by Travel Time. The Arterial LOS is based on the speed and the Arterial Class. 08/1611999 Baseline 08124-/1999 Arterial level of Service: 58 3rd st Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed lime Delav 1imefs1 rmi] Speed LOS Mall Ent. II 45 10.2 22.1 32.3 0.1 14 E 1st Ave II· 45 10.8 8.0 18.8 0.1 26 C Main street II 45 17.3 15.8 33.1 0.2 24 C Total II 45 38.3 45.9 84.2 0.5 20 0 FWd Cych Problom S)o\chro Ropott SyndIroUser Page-::! l'PI)I~NI)IX (~ Noise Assessment Letter by Dudek & Associates, Inc. !~I Engineering. Planning, Environmental Sciences and Corporate Office: 6Œi Third StreRt Encinitas, California 92024 7609425147 Fax 760.632.0164 Professional Thams for Complex ProJI!r.ls Management Services June 4,2002 3202-01 Ms. Mary Ladiana City of Chula Vista 276 Fourth Avenue Chula Vista, CA 91910 PROJECT: Telegraph Canyon Road Improvement Project (1,000 feet East of Halecrest Drive to Interstate 805) RE: Noise Assessment Dear Ms. Ladiana: Dudek & Associates Inc., have evaluated the traffic noise associated with Telegraph Canyon Road Widening project located in the City of Chula Vista. In summary, the proposed Telegraph Canyon Road Widening project would not increase the noiose levels at the adjacent residences. With the project, noise levels would range from approximately 68 to 72 dB CNEL at the adjacent residences. The noise level increase would meet the City's noise criteria limits for road widening projects, therefore, the proposed project would result in a less than significant noise impact. 1.0 PROJECT SETTING The project would consist of widening the westbound side of Telegraph Canyon Road from three lanes (one right only, one shared through/right, and one through only) to four lanes (two right only and two through only). With the future widening of the northbound on- ramp by Caltrans, the northern through only lane would be converted to a shared through/right lane. The addition of the lane would occur on the north side of the road for approximately 1,200 feet (0.2 mile) from the 1-805 northbound on-ramp to a point approximately 1,000 feet east of Halecrest Drive. The regional project location and project alignment plan are depicted in Figures 1 and 2. This acoustical analysis evaluates existing and future noise levels at the residences within the project limits based on the existing noise level and the future CNEL at General Plan buildout traffic conditions. .., \ I Orange I couv ! ¡ ; , ~ !J\? Riverside County ----...-.--.-- I Fal1brook Camp Pendleton I !\ I ~ Valley Center I -<> ". o y '" .... -<\ Escondida .... o o o '" >- "Z- I, -. '.." Alpine I· ",," k,' .-A"£- ~ ï k tf's,= ~ Imperial ¡ Beach , --- -- Mexico I" ~ 8 Miles Telegraph Canyon Road Widening - Acoustical Study Regional Map I ";""' I I ;";L .~~. I I ~ 11 I I I ..~... \.,. ...~ ....'.1, "'\,,~""-"" \:!:':>\';''0",,-,~.~-., . , ) ""~~~,,\ :Qþ ,fl.' ,~. c. ,<:'ch~:: ' "'.- ' ~ ~ ,I "\I',' , ~'\J ¡,(_:;:':',", ,if:;,:~' . &ì¡ ¡ j" Ji1i1Ùt i,"__,;, :' ~ !-:,", ".".;!£.. ,'fi:-:-~;*:,,""'~"--\-, 'In'''-· ''',J '\1:' " :,' ","" " . ~J: . I .. _ }, BASE MAP SOURCE: USGS 7.5 Minute Series, NATIONAL CITY Ouadrangle I· ) -J::" -II' '1' . ~,r;J.LAY:-Y!,!,~S:'(~_ I i;lf \:.. ---''''~-, _ '--~-~"'~>'--'-:~\' ',~ .",- I" ~2000' T~eg"ph Canyon Road Wideoiog - Acoastical Study I "au", I Vicinity Map 2 ií/Is. M""" "c/¡'n,"] ~ ,..",/ r ~iAH HI..', Re: Telegraph Canyon Road Improvement Project, Noise Assessment City Noise Criteria The City of Chula Vista typically describes noise levels in terms of the Community Noise Equivalent Level (CNEL). CNEL is an average A-weighted sound level during a 24-hour period, after the addition of five decibels (dB) to the average sound levels occurring in the evening hours (7 p.m. to 10 p.m.) and ten decibels to the average sound levels at night (10 p.m. to 7 a.m.). The five and ten decibel penalties are applied to account for the increased noise sensitivity during the evening and nighttime hours. The A-weighted scale is used to approximate the human hearing frequency response. All sound levels presented in this report are A-weighted. Definitions of acoustical terms used in this report are provided in Attachment 1. The City of Chula Vista has not adopted any specific numerical noise/land use compatibility levels to establish significance criteria. As a matter of policy, the city employs the noise guidelines set forth in the Noise Element of the City of San Diego Progress Guide and General Plan. According to the Noise Element of the City of San Diego Progress Guide and General Plan, the exterior noise level standard for noise-sensitive aeras, which include residences, school play areas, and outdoor recreational areas, is 65 dB(A) CNEL. Also, State Building Code (Part 2, Title 24, CCR) interior noise criteria are not applicable to existing developments. Significance Threshold For comparing the change in ambient noise levels along roadways that would have traffic increases due to implementation of the proposed project, a change in exterior noise levels of 3 dB is consider~d perceptible; changes of less than 3 decibels in general are not noticeable in the outdoor environment (Bolt, Beranek, and Newman 1973:1-20; Beranek 1988:598-599). Therefore, if the increase in traffic-generated noise along a roadway segment is less than 3 decibels, in general, it is not considered a significant impact. A significant noise impact would result if the traffic noise level would exceed the City's 65 dB CNEL noise criteria at adjacent residences and the proposed project would increase the existing noise level by three dB or more due to the proposed project. IJDJDD & ASSOCIATES. INC. ~ThInu"""C.....pløPrø _ June 2002 3202·01 Page 4 /'\.15. i~1:?ry r,ndi(!t!(1 Re: Telegraph Canyon Road Improvement Project, Noise Assessment Methodology A noise measurement and noise modeling were used to calibrate the noise model and determine the noise level for the study area. The noise model utilized was Caltrans SOUND32 traffic noise model (Caltrans 1983) with California noise emission factors (Caltrans 1987). The noise measurement site was at the multi-family buildings that are located adjacent to Telegraph Canyon Road. The noise measurement was made using a Larson-Davis Laboratories Model 100 (S.N. 2132) integrating sound level meter equipped with a Type 2551 \I2-inch pre-polarized condenser microphone with pre-amplifier. When equipped with this microphone, the sound level meter meets the current American National Standards Institute standard for a Type 1 precision sound level meter. The sound level meter was calibrated before and after the measurement and the measurement was conducted with the microphone positioned approximately five feet above the ground. To determine the existing and buildout CNEL, traffic information including traffic volumes and vehicle speeds used as input for the noise model were provided by the project's traffic engineer. The traffic volumes and other input used in the noise modeling are depicted in Attachment 3. 2.0 EXISTING NOISE CONDITIONS Ambient Noise Measurement A noise measurement was conducted along Telegraph Canyon Road to determine the traffic noise level generated along the road. Site Ml is located on the south side of Telegraph Canyon Road and east of Halecrest Drive. The noise measurement site is depicted in Figure 3. The noise measurement was conducted on Wednesday, March 13, 2002. The measured average noise level was 66 dB at Site M1. The results of the noise level measurement and corresponding traffic count is depicted in Table 1. The CNEL is calculated based on the results of the noise measurement and traffic information provided by the project's traffic engineer and discussed in the following subsection. ŒD.It1JD & ASSOCIATES, INC. """{ørlon<dT-...ft>rCompIerProjocb June 2002 3202-01 Page 5 I I I I I (/) Q ffi fB -J c:: .0 .;::; ~ o .... - c:: (þ E I!! :::J ~ ~ (þ .'" ~ II i ~ .S JII .!i co c:: .0 .;::; ~ o .... .... .e g- O (þ 0:: Q) .!!:! ~ II ®® 11M I -Ë>en :::I C - C) CIJ .- - ... ~ ca ''¡::; u '" ø is.... u .. <C C) ... go=- "2 u ~ CD ;:1:1: -cs"CI ... C Q ca a: c ... Q C >0 CD æ e u CD .c: .. c..= ~ en go: ~:i CD en .- C) 2 >- c: '" co. E <> u CÐ c: .¡: '" '" c: "6> c: UJ -"" ... ä: LÜ u a:: :::I c (I) :~15. l\/fary L1diana Re: Telegraph Canyon Road Improvement Project, Noise Assessment TABLE 1 NOISE MEASUREMENTS AND CONCURRENT TRAFFIC VOLUMES -----~~~-~-- - -----~---- -- ~ M1 TelegJ1lph Canyon Road 95 feet to 3/13/02 66dB 1085 39 27 Center line 9:10-9:30 am Notes: 1 Equivalent Continuous Sound Level (AveJ1lge Sound Level) 2 Medium Trucks 3 Heavy Trucks Noise sensitive receptors in the area consist of approximately seven two-story multi-family residential structures located adjacent to the south side of the project site. The existing CNEL noise level was calculated for representative receiver locations. The existing traffic volume is approximately 52,400 ADT (UG 2002). The existing noise level is approximately 69 dB to 72 dB CNEL at the residences adjacent to Telegraph Canyon Road. The existing noise level for various receiver locations are depicted in Table 2. The receiver locations were previously depicted in Figure 3. 3.0 FUTURE CONDITIONS Future noise levels were evaluated for Telegraph Canyon Road for the existing plus project and build out conditions. The existing plus project assumed that the existing traffic volume with the implementation of the proposed project improvements. The buildout conditions assumed the buildout traffic volume with the proposed project improvements. The traffic volume projecti,on for the buildout scenario is approximately 42,000 ADT (UG 2002). The buildout ADT traffic volume is expected to be less than the existing ADT traffic volume. Therfore, the existing plus project conditions represent the worst-case scneario associated with the proposed project. The location of the eastbound lanes would not change. The center line of the westbound travel lanes would shift slightly farther to the north with the additional travel lane. [~I Pro entonøIThomIfDrC.....,Ic:cPJujoca June 2002 3202-01 Page 7 /t1c:. !~1(1ry r[!rf{ar!i? Re: Telegraph Canyon Road Improvement Project, Noise Assessment The existing plus project noise level would be essentially the same as the existing noise level at the adjacent multi-family residences. Thus, the proposed project improvements would not result in a significant noise impact. The future buildout noise level would be approximately one dB CNEL less at the front of the residences facing Telegraph Canyon Road as compared to the existing noise level. The noise level decrease would generally be the result of the anticipated lower buildout traffic volumes. The noise level at the residences would continue to exceed a CNEL of 65 dB. However, the increase at these areas would be less than one dB and would result in a less than significant noise impact. The CNEL at representative locations within the study area are summarized in Table 2. TABLE 2 EXISTING AND FUTURE CNEL AT REPRESENTATIVE LOCATIONS 0;"")( ¡" ' "";7) ~1 1 1; I '" I "'; 0""', c',,' J: j M1 69.4 dB 69.4 dB 68.5 dB R2 71.0 dB 70.9 dB 70.0 dB R3 (Pool) 68.5 dB' 68.4 dB' 67.5 dB' R4 71.8 dB 71.7 dB 70.8 dB Notes: The noise levels in the table are rounded to the nearest one-tenth of a dB which is beyond the accuracy limits of traffic noise models. However, these values are shown for comparison purposes. 1 Existing traffic volume with project improvements. 2 Buildout traffic' volume with project improvements. , Assumes 3 dB noise attenuation with existing fence. 4.0 CONSTRUCTION NOISE Noise generated by construction equipment on this project would occur with varying intensities and durations during the different phases of construction: clear and grub, earthwork, base preparation, paving and cleanup. JjJJJjJJß & ASSOCIATES, INC. Pro/uri<nudT-..forC""",IøProjedr June 2002 3202-01 Page 6 .Ms, ,~;T(P}' L:u!i(1t1t! Re: Telegraph Canyon Road Improvement Project, Noise Assessment Equipment expected to be used would include tractors, backhoes, pavers and other related equipment. Maximum noise levels at 50 feet range from approximately 75 to 95 dB for the type of equipment normally used in a project such as this. Project construction will comply with the City's allowable hours of operation. Also, the contractor shall comply with all local sound control and noise level standards, regulations and ordinances which apply to any work performed pursuant to the contract. Each internal combustion engine, used for any purpose on the job or related to the job, shall be equipped with a muffler of a type recommended by the manufacturer. No internal combustion engine shall be operated on the project without said muffler. 5.0 CONCLUSION Based on a review of the traffic volume information and improvement plans, the proposed project would result in a less than significant noise impact. Therefore, noise mitigation measures have not been evaluated. This concludes our noise assessment. If you have any questions, please call me. Very truly yours, DUDEK & ASSOCIATES, INC. ~,../j Þ'-- Mike Komula Acoustician att. imImIB & ASSOCIATES. INC. J 2002 Pro euIonøtU-OfrwCompJaPtø ecà: une 3202-01 Page 9 .1~1s. --:It-Jt!!}, T-_,:d;"::i;(; Re: Telegraph Canyon Road Improvement Project, Noise Assessment 6.0 REFERENCES California Department of Transportation (Caltrans), June 1983. User's Instructions for SOUND32 (FHWAlCA- 83/06). California Department of Transportation (Caltrans), 1987. California Vehicle Noise Emission Levels, (FHWAlCAlTL-87/03). Federal Highway Administration, December 1978. FHWA Highway Traffic Noise Prediction Model (Report No. FHWA-RD-77-108),. Linscott, Law & Greenspan. Eastern Chula Vista Traffic Capacity Enhancement, Telegrpah Canyon Road. May 2002. ImI.mII & ASSOCIATES, INC. Profu......... T-..f<>rCOtnþIa PmJectr June 2002 3202-01 Page 10 Ms Mi1ry Li1dii1nr¡ Re: Telegraph Canyon Road Improvement Project, Noise Assessment Ambient Noise Level A-Weighted Sound Level, (dB [A]) (Symbol LJ Community Noise Equivalent Level, (CNEL) Decibel, (dB) Maximum A-Weighted Sound Level (MXFA) (Symbol Lm.,) Equivalent Continous Sound Level, (Symbol L",) IDII.mI:9 & ASSOCIATES. INC. J 2002 ~Thbru/arComplaPm _ une ATTACHMENT 1 DEFINITIONS The composite of noise from all sources near and far. The normal or existing level of environmental noise at a given location. The sound pressure level in decibels as measured on a sound level meter using the A-weighted filter network. The A-weighting filter de-emphasizes the very low and very high frequency components of the sound in a manner similar to the frequency response of the human car and correlates well with subjective reactions to noise. CNEL is the A-weighted equivalent continuous sound exposure level for a 24-hour period with a ten dB adjustment added to sound levels occurring during nighttime hours (10 pm to 7 am) and a five dB adjustment added to the sound levels occurring during the evening hours (7 pm to 10 pm). A unit for measuring sound pressure level, equal to 10 times the logarithm to the base 10 of the ratio of the measured sound pressure squared to a reference pressure, which is 20 micropascals. The greatest sound level measured on a sound level meter during a designated time interval or event using fast time- averaging (125-ms) and A-weighting. The sound level corresponding to a steady state sound level containing the same total energy as a time varying signal over a given sample period. Leq is designed to average all of the loud and quiet sound levels occurring over a specific time period. 3202-01 Page 1 /\ls Re: ~.1 """ ~ ,... '- >' ) Telegraph Canyon Road Improvement Proiect, Noise Assessment ATTACHMENT 2a NOISE MODELING INPUT AND FUTURE TRAFFIC CNEL AT REPRESENTATIVE RECEIVERS (Existing) = ~ - ~ " ~ ~~ Future Traffic Volume (ADT) 52,400 52,400 52,400 52,400 Medium Trucks (percent) 3.4 3.4 3.4 3.4 Heavy Trucks (percent) 2.3 2.3 2.3 2.3 Speed (mph) 40 40 40 40 Number of Lanes 6 6 6 6 Angle of View (degrees) -90/90 -90/90 -90/90 -90/90 Near Lane Center Line to Receiver 68 68 69 56 Far Lane Center Line to Receiver 120 120 123 108 Receiver to Barrier (ft.) 15 10 10 10 Receiver Elevation (It amsl) 229 228 230 234 Road Elevation (ft. amsl) 214 211 215 217 Receiver Height (ft.) 5 5 5 5 Barrier Elevation (ft. amsl) 229 228 230 234 Propagation Factor Hard Site Hard Site Hard Site Hard Site CNEL (dB) 69 71 72 72 Traffic Data Source: LLG 2002. ~ & ASSOCIATES. INC. Pn>{ørionøIThuruforCompIøcPr..¡m. June 2002 3202-01 Page 1 ~,~1s. ,"",1!!,'')' L(/(!i{!J1C! Re: Telegraph Canyon Road Improvement Project, Noise Assessment ATTACHMENT 2b NOISE MODELING INPUT AND FUTURE TRAFFIC CNEL AT REPRESENTATIVE RECEIVERS (Existing with Project Improvements) -~------~~--~ ----- - -~- Future Tmffic Volume (ADT) 52,400 52,400 52,400 52,400 Medium Trucks (percent) 3.4 3.4 3.4 3.4 Heavy Trucks (percent) 2.3 2.3 2.3 2.3 Speed (mph) 40 40 40 40 Number of Lanes 7 7 7 7 Angle of View (degrees) -90/90 -90/90 -90/90 -90/90 Near Lane Center Line to Receiver 68 68 69 56 Far Lane Center Line to Receiver 124 124 127 112 Receiverto 8arrier (ft.) 15 10 10 10 Receiver Elevation (ft. amsl) 229 228 230 234 Road Elevation (ft. amsl) 214 211 215 217 Receiver Height (ft.) 5 5 5 5 Barrier Elevation (ft. amsl) 229 228 230 234 Propagation Factor Hard Site Hard Stte Hard Site Hard Site CNEL (dB) 69 71 71 72 Tmffic Data Source: LLG 2002. IDDD1D & ASSOCIATES, INC. Pmfaalønøl'nømlþc....."IaProjoce. June 2002 3202-01 Page 1 lTJT, ltlJ -1I'P T 0,{r,1p!ì . , . "") ~-"'.'" - ..~, Re: Telegraph Canyon Road Improvement Project, Noise Assessment ATTACHMENT 2c NOISE MODELING INPUT AND FUTURE TRAFFIC CNEL AT REPRESENTATIVE RECEIVERS (Buildout with Project) ~~_. Future Traffic Volume (ADT) 42,000 42,000 42,000 42,000 Medium Trucks (percent) 3.4 3.4 3.4 3.4 Heavy Trucks (percent) 2.3 2.3 2.3 2.3 Speed (mph) 40 40 40 40 Number of Lanes 7 7 7 7 Angle of View (degrees) -90/90 -90/90 -90/90 -90/90 Near Lane Center Line to Receiver 68 68 69 56 Far Lane Center Line to Receiver 124 124 127 112 Receiver to Barrier (It) 15 10 10 10 Receiver Elevation (ft. amsl) 229 228 230 234 Road Elevation (ft. amsl) 214 211 215 217 Receiver Height (ft.) 5 5 5 5 Barrier Eievation (It amsl) 229 228 230 234 Propagation Factor Hard Site Hard Site Hard Site Hard Site CNEL (dB) 69 70 71 71 Traffic Data Source: LLG 2Ó02. IliDj):Jß & ASSOCIATES, INC. ~T_furC""",IaProjlOCtl June 2002 3202-01 Page 1 ... III,ª~ . I .. - - , I ,:';\ " . .j r . . ... i ,:' . ,,(I . ~ ' '" ,/ ¿-. ~ ... ~ -+ i " " :i- "', ." t ~. ~ 'f [ '" g;¡ - ... :. ~ 8 ß ~ ~ "C I ~ ¡;; ~: "" ~ ¡;; ¡¡n>-3 =-'" = ... 'C ... 'C DO .. Z ~ = (");i '" "C = - ....DO '" N ... DO "C .., = "C = '" tÞ Q. - .g .., = -< tÞ "Tj :3 ....... ~ 0 i§ "C I.,;..) ~tJ:j ~ N OJ ¡¡¡ ¡:: I ~ õ " '" ::t. o '" >-3 '" ... ... DO Z = -< DO "= ., = 't:I = '" I'Þ Q. .... 'ª ., = < g ~ ; C1 ~~ ~ w ~> a .- \\,..,\ , " ;\,\' \ "I ,,.),)] ".Ji i ¡'ï " /j 'f ~ß III~L~ " ~, , "/ .. , , I 1 , , , .. / t¡o" .- <; ... ~ ¿.. i ~ ~ ~ " <::> ~ ~ ~ ~ [ '" ~ - ~ ~ ~ ~ ~ - , ~ .... udd t~ ~ I "'.., ::r.. = ::¡ 'CI DO 'CI _. 'L: = = IJQ < ~DO .. .." = - ~DO .. N ... DO ~ I ~ ¡;; S' S' 0<> ~ '" ~ , I tp ¡¡¡ ;:< ~ " 0 g} ê-. 0 o '" '" § " ;;t E,> "'''' >'"'" :g § ê, a R ~ ?< < ct .þ.~- q¡::.o ~ g,. ~ __ (1) =to ~§§ o 0 = ...., ~ .., .. ... ~ ~ < DO EXHISII .5 w.,"'...".,.......,"''''''., Mitigated Negative Declaration PROJECT NAME: East H Street Widening PROJECT LOCATION: East H Street in the City of Chula Vista between Interstate 805 and a point located approximately 600 feet east of Hidden Vista Drive PROJECT APPLICANT: City of Chula Vista DOCUMENT NUMBER IS-02-36 DATE September II, 2002 Revisions made to the document subsequent to the issuance of the notice of availability of the draft Mitigated Negative Declaration are denoted in stril,eeøt (deleted)/underline (added). A, Proiect Setting The proposed project site is located in the city of Chula Vista, within the South Bay area of metropolitan San Diego in the county of San Diego, Chula Vista is located approximately seven miles south of the city of San Diego's downtown business district and approximately seven miles north of the international border near Tijuana, Mexico (Figures I and 2), East H Street, east of Interstate 805 (1-805), is the northernmost of three parallel routes that are expected to serve Chula Vista's southern Sweetwater community and Eastern Territories, The neighborhoods and planned areas of the Eastern Territories are projected to experience rapid growth over the next two decades, The project area of East H Street, which is designated as a scenic roadway in the City's General Plan, traverses the westerly end of Rice Canyon, The ridgetop located directly to the north of the project area contains the Terra Nova community and is developed with single-family residences and condominiums, The Terra Nova Plaza is a large commercial shopping center that lies to the south of the project area, This area contains over 50 stores including a supermarket, a sporting goods store, a drug store, and several restaurants, Hilltop High School, which is located approximately one-quarter of a mile to the west of the project area on the west side of 1-805, is the nearest school. Clear View Charter Elementary School and Halecrest Elementary School are also located near the project site, both just over one-half mile to the northeast and southeast of the site, respectively, Lt..:: -. r',", '->'--1'. .. .. ~C~ !'Y"~ 1r=-' '0 I.~'" ï \. \ ¿ Sol\\ I ~ ~ _.J ~ ,... P~. '-.. \ /""""' , ,~:~;;'< . o,.ay ;Jr"L \ ·vrD.''7.:;'_" p'n.::~~o 'T', }^-, f I.r' ¡ Del ~V· I~~ f~ (-,-,,-,,j- , , -¡ ! ~ V/~. .' D D i !)an r \ ;¡ 56 r:. /'\1 -=-p~...... J. ,/< .. -:: VIcente \-~. N ..----J... ~. I ./ .J ReservoIr i? ì ~/ LJ<M.ei.Mir~~--=-'/ i WJ \ "'::'-~ Ji::=ir I 67 ~ , J0t¿. \ ~'-- :2'1 V ~ /'-¡I~ ~ ..~) Hb,~" ~ ~\ \ 7 ./! >-- I IY ( - - ~/ .' f ;' [ MC!! M;ramar !ìL .... '..... ,'" ."" Y- ,~'\Y ^ .. " II AlrStotlOn -... .-'- n.! .~7'1 ~ L/' (P" ~ p \ \"' /,¥,.;:..~al Ie '" ¡, Þ' ),1 I \. ,'<):i "- S--\ I I ~ (!,~_,~-; -: \.\ ~, ~ \J~\ ~vV1\ \ .\ ---J ~~ /'ti . ,. , '/'~r> ~ \ \:'1. r r. /' . .. "; . /" ì~ ,{'~~, '::-lJ J: I, ~" --1 I'~t-'....." tv :...-,- ~ \ J(Jj"..../\~,.,~ T ~ ...".. . ...1.01, _ """---' ~'-~ \ . ,L--.A ~V";v ~::s:.. : ~ ( I ~~' Unincorporated ,eld";;'" " .( 'í '1: ~ ,,' _~ r, V þro !- ,/....... . 'ì...... ~ y "'- . ~'r?/:' - .J I",~ "-"< , ,',;/ .... ç : ,.J...... ~ ~ / _,,...' ~y _ ~ ". ;,.,'';;'',-.. .. U \--:i' :i\~ I' ',~- Reservorr '. L\ r "',,!"j, '~~, -. .., '"' " ' San \ r¿ i ...J ~,Diego·' r ", ,'r-'7 ,r - I ~,Bay\ >=' . ,"....\ -( ~ , \.., rr\' .-L ~) I ~ ¡i" ':1 -' ~-"' r.......-r' " ';;', \ \{l.(C Lower Otay ~ ~~'i I- \ ..-\ . \ .~ ReservoIr \ \-: /. "'" ....., ' " L ,( T "d \ l < ""\. A1";',., ~'ì.",\ . _.~. ~ !, I '\..Brown Fie/ä ~ h- ~ ' '~.,! .uç",~/-V ~~l._-- ._ " _""'--' ',T', ..... ~ ..- .~ E XC 0 \,--7 ~.. J"" :1 ffi~' Y\.J ~ Pacific Ocean ~fL~N ~ 1\ . Project location FIGURE 1 Miles 4 Regional Location M:lfoba\3S83~.apr\ñ.ll(re¡l)-final03104102 . \.r I s""e\ '" k t ~ : .\ IG:J)'i (¡.O~~t ~ ¡J¡f""'?11 . <..f).~ I\! '. .;:/'" .:~, - »~~ _,---=~'C "......1 '-t·M _ zt"-~~-~-,/ ~'t) " - ."::;t~, I t~~.;;.· 0' .~v.' ')°""""-_1=' ~'?::.::'"'-~... ~-" .. _ ~.- ,~,..,f;,' ~-- 1.;µ\1 ;(!~...~~ '"," up' 1;' ,.' I., ...,.... ;- ~'-.... ',.?~.' ~ . D_~' \, ",_ " ~'-.."~,_~~. '.. ",,~n Iii) .,'" " , .'d'''· -,. ¡ .' " , .. ",:.~... _~.";...~.....~...-. ,',~ .r,;;........ '.." .. r ~;;~i."'."'O.'''':'''' .,.. . ;'>:j,; ~,~, -',";.:,'. ..~.. "'~ f~.:'··:~·:·;:.~~~~~.~·~' // ro '... [._/\.-....~~...J ..-i'n..·1' ';:-'~'r\ '.;-~.~' ':./ :.... r·':,·, ...,'.,::t ~:·t,..~....\: A¡ -'ì'~ ,..</:~". ,,', t::t:~:~~i:;E~~il~;' r~~\, /.. '", '....... .-'-- /1' r , .~J".'\' r", ;, ;.-.., 1'~" -- ,~ I ~.,.. J -:r~~"" ~. ~a....~,:-,'_. .J -'J ;'/\ ;:< .(^c." , '.~' '.) '. \ ." <:""_-1-. ,\ .....-.'.-. .,\"",~, ,.i'_ '.'.':: ....-,-'""'.., '--:;.~' i '~J....,..-,~. 1 ",,----. --....~ /' ,-,~-;. ,"...,"-{ .';'I":~~'r~ '~I", -:...¡, ~"".:::. \ . ;",_~~__ ".;~ i· r-'j\ ~.: . ;:' {P ":---".\ C' ~'., .......:...: <. ;..,. . . .' -".1' % r"... t"~ -' '~':' ;~ p-""'-f ,-' /' ~ t""'-, .. ,........:J.' .~ - ", . . þ..C. .. " ..';~ .._....'__"'\ ::::~~:__~~--J. f- I ::..0.... ·..'-":·:~·~_·c·· / '_,,<:1~"'>-'~' ("" I., " .' ..T ''''_"^,, HiJ\s.:"&¡¡v' ... ~ <.:"'{ . L_ . :~._~~'!'If'-IU _ ~f'......-r, r' i /. PRomCT LOCATION':-~"· \ (f I, " . I I'J , I 1 -----,------ } 1 1 'I,> ¡ t I I I I ~~l y~c: I .G(--)... I I I I 1 ( ~ :::.::\ '. ' ~,\,.:~ ~:.) ".=:'!. - .J'.'" .' \ '\-:'~'_~-J' --~ -" ,../,/' ~_-:.. -~2~ '¡/þ ) ".... -------r--...,..___~ '( I ./ ,- , .'-..... \_r,--.- , '-'";.:-': ~"-~ .~j, """-' .' C~ _\ '., ", -,,' ~ 'I, -- ,/,j . . I -,o."#-= I . I "'., i "-"~ I """ ,Hosp "I I F' ,. l .,''.... _. .-..' ";,..---..; , , ·~/". .. Map Source: USGS 7,5 minute topographic map series, hnperial Beach aod National City quadraogles ~fL~N [@ 1\ FIGURE 2 Project Location on USGS Map Feet 2000 M:~obs\3583\bio\gis\biotec.apr\fig2(usgs) _ final 06103/02 East H Street is classified as a six-lane Prime Arterial from 1-805 to Otay Lakes Road, and a four-lane Major Arterial east of Otay Lakes Road, Currently, East H Street contains six lanes of divided roadway that narrows to four lanes of divided travel east of Otay Lakes Road, Both sides of East H Street have five-foot bike lanes and the posted speed limit is 40 miles per hour, There are also several bus stops with turnouts along East H Street including one within the project area, located on the north side, just east of Hidden Vista Drive, The landscaped area immediately north of the segment of East H Street proposed to be widened lies within a landscape maintenance district as established by the City of Chula Vista, Existing landscaping within the proposed project area consists of ornamental, non-native plants interspersed with some native plant species covering both the slope located to the north of East H Street and in the planter located in the median of the roadway, The landscape plants include native plants such as western sycamore (Platanus racemosa) and lemonade berry (Rhus integrifolia) and ornamental plants including eucalyptus (Eucalyptus spp,), golden wattle (Acacia pycnantha), rubber tree (Ficus elastica), Indian laurel (Ficus retusa), lantana (Lantana camera), and mock orange (Pittosporum tobira). The non-native vegetation also consists of invasive, weedy species such as hottentot fig (Carpobrotus edulis), cheeseweed (Malva parvlflora), and crystalline ice plant (Mesembryanthemum crystallinum), which encroach into the bare patches between the ornamental plant species, B, Proiect Description The proposed project involves widening East H Street from approximately 600 feet east of Hidden Vista Drive to the Caltrans 1-805 right-of-way boundary at the northbound on-ramp from three to four westbound lanes. The total length of the proposed improvement is approximately 1,700 feet or 0.3 mile, The proposed additional lane will have a width of 12 feet; the other through lanes will be II to 12 feet in width. Westbound East H Street will be striped to transition to three lanes at the 1-805 northbound ramp (one right only and two through only). Under interim conditions, the new lane will transition into the existing right only lane, Caltrans plans to widen the on-ramp to three lanes in the future, at which time East H Street will be striped with one through, one right-through, and two right only lanes, The project will also require the relocation of the existing bike lane to a location at the northern edge of the proposed roadway. The project is consistent with the City of Chula Vista General Plan Circulation Element and Roadway Standards, As a result of the proposed widening of East H Street, Hidden Vista Drive would need to be reconstructed between East H Street and a point approximately 105 feet north of the existing edge of East H Street. The reconstruction of this street 4 segment would be required in order to meet the vertical curve design standards of the City's Subdivision Manual at the Hidden Vista Drive approach to the East H Street intersection, Two alternatives are proposed for the location and configuration of the westbound bus stop near the East H Street/Hidden Vista Drive intersection, The preferred alternative consists of retaining the bus stop on the east side of Hidden Vista Drive near its present location, With this alternative, in addition to a fourth westbound lane, a dedicated bus and right turn only lane would be provided east of the East H Street/Hidden Vista Drive intersection, The additional lane would begin approximately 600 feet to the east of the intersection, near the eastern proiect area limit. Combined, this lane and the proposed fourth westbound lane would require an additional 16 feet of roadway pavement in the area to the north of existing East H Street. The proposed bus stop/right turn only lane would include the addition of a "queue iumper" bus only phase to the traffic signal timing plan, which would provide approximately three seconds of green time for buses when at least one bus is present at the bus stop during the westbound red phase; that would allow buses to proceed through the intersection slightly ahead of the remainder of the stopped traffic, In such cases, the "queue iumper" would improve traffic operations and safety by allowing buses to move freely from the two proposed freeway only lanes beyond the intersection to the two through lanes, This would minimize weaving conflicts between buses moving from the northbound freewav only lanes to the through lanes as well as vehicles moving from the through lanes to the northbound freeway only lanes, ...^JOßg \':ith the raaElY/a)' impfÐ)'eæeHts, at the reElHest of Clu:tla "ista Transit aA The second alternative proposes the movement of the existing westbound bus stop will be moveà from its present location east of Hidden Vista Drive to a location beginning approximately 40 feet west of Hidden Vista Drive. The bus stsr will rroviàe a stlHlàard size bus stor raà and tv;,s new sheltem -¡lith benches, whieh ,,,ill meet all ¡\merielHls with Disabilities ¡\et (f.Df.) Fe( ¡,liremeøtG. Although the existing bus stop has a bus turn-out, at the re( uest sf Chula Vista Traøsit the relocated bus stop wouldill not. For both alternatives, the bus stop would provide a standard size bus stop pad and two new shelters with benches, which would meet all Americans with Disabilities Act (ADA) requirements, The minimum horizontal distance between existing East H Street and the single- family residences to the north is approximatelv 70 feet in the area west of the Hidden Vista Drive intersection and 90 feet in the area east of the Hidden Vista Drive intersection, The proposed addition of 12 feet of roadway pavement west of the Hidden Vista Drive intersection would result in a minimum horizontal 5 distance of approximatelv 58 feet from the new edge of East H Street to the single-familv residences to the north, The proposed addition of 16 feet ofroadwav pavement east of the Hidden Vista Drive intersection would result in a minimum horizontal distance of approximately 74 feet from the new edge of East H Street to the single-family residences to the north, The proposed project includes the construction of several retaining walls in the area north of East H Street in order to accommodate the portion of the embankment that will be removed as required for the lafle additioRroad widening, The retaining walls are proposed as plantable, crib walls of varying lengths, ranging from 40 feet to 490 feet; and varying heights, ranging from a maximum height of 9 feet to 2 feet. The maximum crib wall height of approximately 8 to 9 feet is proposed towould occur approximatelv 300 feet east of Hidden Vista Drive with the preferred bus stop alternative or to the north of the relocated bus stop on the west side of the intersection with the second alternative, Figure 3 shows the proposed improvements. Figure 4 is an aerial photograph of the project location, Figures 5, 6, and 7 consist of landscape concept sketches proposed to accompany the roadway improvements to East H Street. A detailed discussion of the design features is included below in the Landscape section, The right-of-way (ROW) for East H Street will need to be expanded by approximately 12 feet to accommodate the additional lane, plus an additional amount for an approximately 40-foot by 12-foot maintenance vehicle turnout area to the west of the retaining wall, The additional required ROW area presently is part of the City-owned open space (part of a landscape maintenance district), The project will require an estimated grading quantity of 2,500 cubic yards, including both cut and fill earthwork, The majority of the earthwork is anticipated to be cut. Landscape Concept Plan As a major arterial roadway, East H Street services a great number of residences within eastern Chula Vista as well as a variety of other land uses, The City of Chula Vista General Plan - Land Use Element describes East H Street as follows: "The view from the scenic roadway to these varied land uses is an important asset to the scenic route. It is also an important consideration to maintain a consistent quality of development and landscaping along the entire route," The theme for East H Street has been established long ago and has since been modified by the development further to the east. This particular section of the roadway proposed to be widened is the older section of the roadway and is well established and 6 .-- o ern N Image Source: 2001 AirPhotoUSA (flown January 2001) n[lJU c:::J Project boundary W Ail 0 '''''''''=) ~ . I . Feet 400 Aerial Photograph of Project FIGURE 4 M.\jobsI3583\blo\gis\b,otcc.apr\fig3(aenal)_final 06103/02 U Æ~ ~~ -s;: )( . 7- S 0 _____ t-l M ~ M !~ --- - --- \u ~ ~ · 1~~ ~I< § ¡~~ ~ ~ .. $ t t ~ u (, (1\' . t,~~ t ~..... ~ :f~~ ùf~! ~ .~ c!~ %~ $~~ ~~ ~~- ~ !..g gj cr- ~~ ~~öb ~ Jb1 I::S' t(')Q, ~~ ~ = 0= - ~ ~~ - ~ = o '.. - ~ ~ 00 ~ ~ o 10< U - ~ ~ ... Q, þ ~ ~ '" .. vi ~ ~ o :E Ii' ~ ~ ~ '" .g "" ~ ~~III ~ u ~ '" §' ::E ~ ~ j-~ ~ ~~ ~~ ~ ~ ::;¡ '&: 3ij ~~~ ~. ""2<+3 ~ l'~~ .tll t 11 f~~ ~~~ ~ ,~ ~~ ~ ,~ ?¿ j-== ü~· ~ j- % ~~ . +~ ~~ ~~ f 1- ~'£i :If~ J~ -š ¡~ 1* ù!r Jï ~3 (, ~\' ~.~., \ l'v ~~ç" '. , ' , --- d --- . -7··- \Oi:I. ~~ ::J ; de: - Q ~..- ~ ~ ..- ~ = Q '... ..- C.J ~ 00 ~ ~ e u - ~ C.J ,... i:I. Þ N '" ¡:¡ i ~ :> ~ ] u .... o Þ Û ~ ~ ~ 0. ~ ::;: N ~ V; o .. 'f. '" "" " :g, £> ~ ~ ,. .¡¡ ~ ~~llf ~~ ~ 1 'H~1~ 41 ~! i fi~ . :!.!j = ~ ~ :_.~ ~ 1-g ,1\~ ,,~ i ~ ''lk:J ..,.~'^ ~~.. _.....::¿ i\\~ -::" . .,-..) " ".~~ ~.- \: ". : :..-\ü \\ I .... ~ - I _ -- . I U - au '..¡! i~ I I I I I I I ~~ i~ ~ ~"1L~ ~=~ f~ 2~1 "2 ~11L t~ E.~ ~~ sU s c:. r- ~ ~~ ~~ d ... -> µ.. 5 -= -= '.. = ~ fI) - = ~ e ~ .. Q .. Q., e ~ 'B fI) = Q., = .. ø.. '" o o '" 5 ~ ;;: ~ -a .c U .... o Þ Û ~ " ~ o .; o;¡, ~ o i ~ ü ¡;; ~ ~ g ~ ~ ~ œ ;:: ~~III c:::c= provides a great visual enhancement that is consistent with the theme further to the east. The proposed landscape concept plan for the project area is as follows: Trees: · Larger specimen trees to replace the existing trees - similar structure, form interest and similar species to replace the ones removed during construction, Shrubs: · Small to medium height shrubs with flower color to match existing landscape palettes, The designer should consider the replacement of the existing turf areas within the monument areas with long-term, hardy groundcover and a combination with the shrubs palettes, Groundcover: · Low groundcover as an under story to the shrubs and trees, These groundcovers should be evergreen, could be flowering or not and meet the space requirements without undue maintenance to keep in check, Plantable Crib Wall: ~Low groundcover plants to be placed within the planting cells of the walls, This plant material shall utilize similar material found within this corridor or replace plants with similar texture and flowering color acceptable by the City of Chula Vista, The design of the safetv fence on top of the retaining wall will be coordinated with the Terra Nova and Rancho del Rev fencing: designs. where applicable and feasible, Monument Walls: · Replace the existing monument walls and pilasters on each side of Hidden Vista Drive to match the existing theme and design, The monument walls will be reconstructed utilizing similar building materials, tile, color scheme, lettering, and architecture, Discretionary Approvals The initial City of Chula Vista discretionary action is anticipated to be the City Council's consideration of a financing agreement with certain developers to 13 construct the proposed improvements, A subsequent City of Chula Vista discretionary action would be the awarding of a construction contract for the proposed improvements by the City Council. Discretionary permits anticipated are identified under "Responsible Agencies" below, Lead Agency In conformance with Section 15050 and 15367 of the California Environmental Quality Act Guidelines, the City of Chula Vista is the "lead agency," which is defined as the "public agency which has the principal responsibility for carrying out or approving a project." Responsible Agencies . Regional Water Quality Control Board (National Pollutant Discharge Elimination System permit) . Caltrans (Encroachment permit) C. Compatibility with Plans and Thresholds General Plan/Circulation Element Designations The project area portion of East H Street is classified as a six-lane Prime Arterial in both the Circulation Element of the County of San Diego and the Adopted City of Chula Vista General Plan (City of Chula Vista 1989a). The proposed addition of a fourth, 12-foot, westbound lane for approximately 1,700 feet on East H Street, just east of 1-805, is consistent with the goals and objectives of these plans, Traffic and Growth Management Thresholds The purpose of the proposed East H Street Improvements Project is to increase the roadway capacity and decrease traffic congestion in accordance with the City's Growth Management Ordinance (GMO) threshold standards for traffic congestion, According to the traffic analysis prepared by Linscott, Law, & Greenspan, dated May 14, 2002, the GMO segment of East H Street east of 1-805 is currently operating at an acceptable Level of Service (LOS), The proposed additional lane is anticipated to improve the LOS on this segment of East H Street. The traffic analysis also indicates that the proposed project is anticipated to decrease delay at two of the three intersections within the project area during the AM and PM peak hours, although LOS would remain the same (LLG 2002), 14 The East H Street Improvements Project will improve traffic operations on westbound East H Street, within the project area, Therefore, the project will be beneficial in maintaining compliance with the City's Growth Management Ordinance threshold standards for traffic congestion, D, Identification of Environmental Effects An Initial Study conducted by the City of Chula Vista (including an attached Environmental Checklist Form) determined that the proposed project could have a significant environmental effect, but that the effects would be mitigated by the measures incorporated into the project. Therefore, preparation of an environmental impact report will not be required. This Mitigated Negative Declaration has been prepared in accordance with Section 15070 of the State CEQA Guidelines, E, Mitigation Necessary to Avoid Significant Impacts A discussion of potentially significant impacts from the proposed project and mitigation measures to reduce these impacts to below a level of significance is provided below, A Mitigation Monitoring and Reporting Program (MMRP) and MMRP Checklist are attached to this Mitigated Negative Declaration as Attachment A and Table I, respectively, Air Quality There is the potential for significant, short-term air quality impacts to occur during the construction of the proposed roadway improvements, The following mitigation measures would reduce these impacts to below a level of significance, Mitigation Measures: 1, Dust-reducing measures shall include regHlar watering of graded surfaces in accordance with the most stringent County of San Diego Air Pollution Control District and California Air Resources Board rules and regulations and the restriction of all construction vehicles and equipment to travel along established and regularly watered roadways at specified speeds, 2. During construction, stockpiled materials that can potentially become airborne shall be covered or periodically watered in accordance with the most stringent County of San Diego Air Pollution Control District and California Air Resources Board rules and regulations, If airborne materials will need to be stockpiled within the roadway, construction shall not commence during these periods until 8:00 A.M. 15 3, During construction, dirt and debris shall be washed down or swept up as soon as practicable to reduce the resuspension of particulate matter caused by vehicle movement over such material. Approach routes to the construction area shall be cleaned daily of construction-related dirt and debris, 4, In accordance with California Vehicle Code Section 23114, vehicles transporting loads of aggregate materials must cover/tarp the material, or if not covered, the material must be no nearer than six inches from the upper edge of the container area where the material contacts the sides, front, and back of the cargo container area, and the load shall not extend, at its peak, above any part of the upper edge of the cargo container area, 5, Construction equipment shall be tuned in accordance with the applicable manufacturers' specifications prior to the start of construction and shall be maintained in proper working order aRà shall be periodieally hIRed in order to minimize air pollutant emissions; use of low pollutant-emitting construction equipment, including electrical-powered equipment, shall be used as practical. 6, Soil disturbance and travel on unpaved surfaces shall be suspended when wind speeds exceed 25 miles per hour. Biology Several large trees including eucalyptus and sycamore trees are located within the project area, within the landscaped area north of East H Street. At least two sycamore and two eucalyptus trees would likely need to be removed in order to accommodate the additional lane and retaining walls proposed with the project. Sycamore and eucalyptus trees are potential nesting habitat for raptors, including Cooper's hawk, All active raptor nests are protected under the California Department of Fish and Game Code Section 3503,5, The loss or abandonment of an active raptor nest by removal or disturbance associated with project construction would be considered a significant impact. To avoid this potentially significant impact, the following mitigation is required, Vegetation including primarily Diegan coastal sage scrub exists as close as 100 feet from the western boundary of the project site: This vegetation provides potential habitat for the coastal California gnatcatcher. 16 Mitigation Measures: I, Prior to the removal or alteration of any mature trees or the commencement of construction activities during the raptor nesting season, identified as December I through MayJulv 31 in the Draft Chula Vista MSCP Subarea Plan, a qualified biologist shall conduct a pre-construction survey of such trees as well as those within the construction impact area established by the biologist. In the event that a nest(s) is found during the survey, appropriate construction setbacks deemed appropriate by a qualified biologist to protect young birds until they are no longer dependent upon the nest shall be established, No restrictions with respect to tree removal or construction setbacks shall apply outside the raptor nesting season, 2, Prior to the approval of any improvement plans or the issuance of any grading permit, the Environmental Review Coordinator shall ensure that the plans and specifications include a note regarding the survey requirements and construction restrictions during the raptor nesting season as outlined in measure # I. 3, During the gnatcatcher breeding season, between February 15 and August 15, noise levels generated by project-related construction activities shall not exceed 60 decibels (dB) Community Noise Equivalent Level (CNEL) within any area containing an occupied nest or, if no occupied nest exists, within the area occupied by a potential breeding pair in order to prevent construction noise from negatively impacting breeding success, Where the ambient noise level is greater than 60 dB CNEL, the ambient noise level shall not be exceeded as a result of project-related construction, If an occupied nest or potential breeding pair is identified during a pre- construction survey, noise mitigation techniques, such as temporary noise walls or berms or modifications to construction activities, deemed necessary to attenuate construction noise levels within affected areas to 60 dB CNEL or less shall be formulated by a qualified biologist and qualified acoustician and shall be implemented during the breeding season, The qualified acoustician shall monitor the success of any noise attenuation measures that are implemented; where a violation of the noise level limit is identified, the acoustician shall immediately notify the Environmental Review Coordinator so that construction activities can be halted or reduced to avoid further exceedances of the limit until sufficient alternate or modified noise attenuation measures, if any, can be implemented, 4, Prior to the approval of any improvement plans or the issuance of any grading or building permit, the Environmental Review Coordinator shall 17 ensure that the plans and specifications include a note regarding the construction noise restrictions during the coastal California gnatcatcher breeding season as outlined in measure #3, Paleontology There is a high paleontological (fossil) resource sensitivity in the Terra Nova area, within and near the proposed East H Street Widening project area. The disturbance of paleontological resources during project construction would be considered a significant impact requiring mitigation, Therefore, paleontological monitoring within undisturbed rock units shall be required, This does not, however, apply to fill areas, Mitigation Measure: I, Prior to the issuance of any grading permit, the applicant shall confirm to the City of Chula Vista Environmental Review Coordinator (ERC) that a qualified paleontologist has been retained to carry out the following mitigation program, A qualified paleontologist is defined as an individual with an M,S, or Ph.D. in paleontology or geology who is familiar with paleontological procedures and techniques, The following mitigation program shall be implemented to the satisfaction of the ERC: a, The paleontologist shall attend applicable preconstruction meetings to consult with grading and excavation contractors, b, A paleontological monitor shall be on-site at all times during the original cutting of previously undisturbed geologic formational material to inspect cuts for fossils (A paleontological monitor is defined as an individual who has experience in the collection and salvage of fossil materials,), The paleontological monitor shall work under the direction of a qualified paleontologist. c, If fossils are discovered, the paleontologist (or paleontological monitor) shall oversee the recovery of such resources. In instances where recovery requires an extended salvage period, the paleontologist (or paleontological monitor) shall be allowed to temporarily direct, divert, or halt grading to allow for the recovery of fossils in a timely manner. Where deemed appropriate by the paleontologist (or paleontological monitor), a screen-washing operation for small fossil remains shall be set up. d, Prepared fossils, along with copies of all pertinent field notes, photographs, and maps, shall be deposited (with the applicant's permission) in a scientific institution with paleontological 18 collections such as the San Diego Natural History Museum, A final summary report shall be completed which outlines the results of the mitigation program, This report shall include discussion of the methods used, stratigraphy exposed, fossils collected, and significance of recovered fossils, F. Consultation I, Individuals and Organizations City of Chula Vista: Paul Hellman, Environmental Projects Manager Mary Ladiana, Environmental Projects Manager Marilyn Ponseggi, Environmental Review Coordinator 2, Documents The following documents were used during the preparation of the initial study/environmental checklist and the mitigated negative declaration. Many are available for review at the City of Chula Vista Planning and Building Department, located at 430 F Street, Chula Vista, California 91910, Beranek, Leo L., editor 1988 Noise and Vibration Control, Engineering, Washington, D.C. Institute of Noise Control Bolt, Beranek, and Newman, Inc, 1973 Fundamentals and Abatement of Highway Traffic Noise. Prepared for the Federal Highway Administration. Report No, PB-222-703, June, California Air Resources Board 1998 Emission Inventory 1996, Prepared by Technical Support Division, Emission Inventory Branch, October, California Department of Conservation 1996 Generalized Mineral Land Classification Map of San Diego County, Division of Mines and Geology, California, State of 2001 Regional Water Quality Control Board, San Diego Region, National Pollutant Discharge Elimination System (NPDES) Permit No, CAS 0108758 for Waste Discharge Requirements, 19 Chula Vista, City of 1989a General Plan, 1989b General Plan Update Final Environmental Impact Report, 2000 City of Chula Vista Draft Multiple Species Conservation Program (MSCP) Subarea Plan, October. Federal Highway Administration 1979 FHWA Noise Prediction Model, Report No, FHWA-RD-77-108, with California Vehicle Noise Emissions Levels. Federal highway Administration, Washington D,C. Linscott, Law, & Greenspan (LLG) 2002 Eastern Chula Vista Traffic Capacity Enhancement, East "H" Street Improvements, Chula Vista, California, May, RECON Environmental 2002a Results of Archaeological Survey for the East H Street Project. February, 2002b Air Quality Report for the Capacity Enhancements - East H Street Improvements Project, Chula Vista, California, May. 2002c Revised Biology Technical Report for Capacity Enhancements - East H Street Improvements, Chula Vista, California. May, 2002d Noise Technical Report for the Capacity Enhancements - East H Street Improvements Project, Chula Vista, California, May, San Diego, County of 1996 Integrated Waste Management Plan, 2002 Hazardous Materials Establishment Listing Search, San Diego County Department of Environmental Health Internet Site, URL http://www.co.san-diego.ca.us/cnty/ cntydeptsllanduse/env _health, January U,S, Department of Agriculture 1973 Soil Survey, San Diego Area. California, Soil Conservation Service and Forest Service, December. 20 3, Initial Studv This environmental determination is based on the attached Initial Study, any comments received on the Initial Study, and any comments received during the public review period for this Mitigated Negative Declaration. The report reflects the independent judgment of the City of Chula Vista. Further information regarding the environmental review of this project is available from the Chula Vista Community Development Department, 430 Davidson Street, Suite B, Chula Vista, CA 91910, A-r- !/JÛ?,jp!i Marilyn R, F, Ponseggi Environmental Review Coordinator 7/11/0'1. Date 21 ATTACHMENT A Mitigation Monitoring and Reporting Program ATTACHMENT A MITIGATION MONITORING AND REPORTING PROGRAM (MMRP) East H Street Widening /5-02-36 This Mitigation Monitoring and Reporting Program has been prepared by the City of Chula Vista in conjunction with the proposed East H Street Widening (IS-02-36), The proposed project has been evaluated in an Initial Study/Mitigated Negative Declaration (IS/MND) prepared in accordance with the California Environmental Quality Act (CEQA) and City/State CEQA guidelines, The legislation requires public agencies to ensure that adopted mitigation measures are adequately implemented and monitored, AB 3180 requires monitoring of potentially significant and/or significant environmental impacts, The Mitigation Monitoring and Reporting Program for this project ensures adequate implementation of mitigation for the following potential impacts: 1. Biological Resources 2, Paleontological Resources 3. Air Quality MONITORING PROGRAM Due to the nature of the environmental issues identified, the Mitigation Compliance Coordinator shall be the Environmental Review Coordinator for the City of Chula Vista. The applicant shall be responsible to ensure that the conditions of the Mitigation Monitoring and Reporting Program are met to the satisfaction of the Environmental Review Coordinator. The applicant shall provide evidence in written form confirming compliance with the mitigation measures specified in MND/IS-02-36 to the Environmental Review Coordinator. The Environmental Review Coordinator will thus provide the ultimate verification that the mitigation measures have been accomplished. Table I, Mitigation Monitoring and Reporting Program Checklist, lists the mitigation measures listed in Section F, Mitigation Necessary to Avoid Significant Impacts, of the Mitigated Negative Declaration, which will be implemented as part of the project, In order to determine if the applicant has implemented the measure, the method and timing of verification are identified, along with the City department or agency responsible for monitoring/verifying that the applicant has completed each mitigation measure, Space for the signature of the verifying person and the date of inspection is provided in the last column, · i · u '" .'!! · ë. ë · u ... '" ... to! u ~ u :; < ~ '" 0 ~ ~ '" Z ... ... .... ~ 0 ¡.¡ ~ ...;¡ [;:ì ~ < Q ... Z < '" Z ... ~ š= bJ) 0 " ... .g .¡:: ... u 8 Z " ï: 0 ~o :; .5 S ~ " .... 0 0 -¡¡ ... '," " ~ ... -= " ° J:: < :£ ,'" " u 8 ... ~ ... :.;;: ... :; 0 · - · · · ~ § '" \D .~ '" N ~ 0 , VJ - bÍJ = '2 " "0 ~ ~ " " ... - VJ :I: - C/O oj ¡¡¡ s s s ~ ~ ~ :> :> :> " " " :; :; :; '" '" '" U U U .... .... .... 0 0 0 i:' i:' i:' Û Û Û :><: š=gf .g .¡:: u 8 ~ o1)"S "i) g. 0 ¡;; ,5 S " 0< _ U _ ~ ~ 0 e .n ';"'0 00 \fJ ~ Q) .g e ";II)£';;;=' 'C 5 -5:ê £ ~ ~ .~ &: ~ '00;; ..2", '5., tLJ -'" " U E o 0 ~-e ,;¡ " " N " .;; ëa = "", ".D ~ r..f.I tJ:J 0 0 ê ~"".9 ......2"'ß'U E"'O g È c a...... <J:¡ 00:== U ~ ~ 8 :><: :><: š=gf .g 'J:: U 8 "'C 0 "i3 Õ ~ 0 ¡;; ,5 S š= gf .g .¡:: U 8 "'0 '1) 'E "i) Sf 0 ¡;; ,5 S §-cc ~.g ~ ë; ~ ~ Q) ~ 01) _ v, ~ ~ 'C a 01) a ;;. ~ ~ <JJ ~ E ~ Q) OJ 0 Q) '1) -5 0 '¡:;; ~~ .....0 '- "'OV}~¡:: [)~c "'0- .n......t::..co o"'O¡::;;oQ)~= 0 ~ ~~¡::;;-_~ u~oc£g'~~u EO OtLJoB Q)~..c '-_-~o " ,¡:: "1:: Ü ~ '¡¡ Ü bJ) - 15 ° " § 8. ~ .g ~Q):E.E:!"'O<li:Ece-~~8(.)",,('O Q) .g i3 ~ S.. "'0] I ) '€ .;g =' "'0 "'; 51,<:::: ~ g ]?5 ~..c ~ ~ ~ 8. '5 ~ ~ '5 ; ~ -5 § ..c::l ..c u 11) _ ';:: r.fJ ;;. C'd 0 .... u "Ó '+-< ø"'O"'OC'd-'-'¡:CO¡::Q..C'dOCO 01) ~~~E~ãJ::euQ)ê'a..cQ)1J.) o Q)BgQ....c~~:ø~oQ)=~~ ~~..cQ)u¿~~ð~es££~~Q) o<";~b ..c"'O :Eø~E~~ob C'd-ëaV'J';!:!-5o--00.'" Q., 8 ~ .g ê'c á1 ~ .~ ;;. .~ ~ .:= ~ ~ ëa §- öö""U¡;;¡O!::¡:: ~~ì::r.fJ ¡::..c11) 'C e '1) ê; '" , Q);- C'd II) Q) C'd C'd r..f.I ..c .f:Q..ê;~CCU a>..c~ ","0- c "'" ¡:; .º.g ã r<'ì 0 U C'd .... C'd ...... ::J"'Orn"'3..c~.;;;"'O ouc¡..,co_oo "0 C'd u u Ü U 1-0 N.... .- 11) ~ VJ C C .... ::s 2 2 0 c ~ Õ ~ c <t: 0 a "'0 ~ 0 i rJJ _ _ U ,g OJ C '<ij 'a .£.; c.. ,g t: ~ Q.. t; ~ ~ ?, ü 5b::: § ¡: OJ "'0 :>... ~ õ~'õ688..s~~s.;8~§§a '" .". '0 .... , N o , '" - OÍJ = '2 '" .", ~ " '" ~ cI5 :I: ~ ~ " ¡¡¡ .... ¡.¡ ... == < ¡... ¡... '" ~ U ¡%j U ~ < =: ~ o g: ~ Z ... ¡... =: o =- ~ Q Z < ~ ~ o !: z o ~ ~ ... ¡... < ~ ... ¡... ... ~ · i o '" v .. " ~ 0 v Õ. . § :g '" :5 · ;¡¡ .~ t o . i2'o. .:! r; 00 ;> " -a .0 U "" o è U r; 00 ;> " -a .0 u "" o è U ~ . =.~ ". · " '~ '" ,_ 'C '"> ~ ~ ~ . =.g .. . o " ,s", ·'C ¿;> ì:gf .9 ·C Ü .9 :si g.-a " ~ 0 ¡¡; ,5 5 "" " " · - · · · · ¿; · ,I< .i ~ 00 ~ ~ .S Ü ""'" g " ~ § .0 -; .0 00 s 13 · ó oZ -::: Go) IB ,- . .1:: CI:I ¿; . ¿; or> ~ r; 00 ;> " -a .0 u "" o è U r; 00 ;> " -a .0 u "" o è U ~ ~ ~ N ~-g ~~ 0:'::: - " 5 g. ~ t C'$ 'Sb &e..9 ~£~ ~"" J,i " ....~ ~--; 15 g. t$ t ,,'50 050 B"oõ .o:::<l:::E " ~ .9 0 ~ .S .... 0 R' ~ ~ ~ ~ u <1) ~ - ~ ~ <1) .~ ~ ..... ~~_ <1) ~ ~ ~-o 00 .... ~ C'$ .= "'0 I-< -;>. ...... c Q) $" ~¡::~cocS:::"'O(':J B"E.. 0.. Q)C C I:: .9 ¿...... ~ § ~ -5 § .~,~?;> .... 0. C'$ I-< ..... ..... 0 ..... _ ',-. _ _"'" U - ë "=.. 0 .... u <J: ~l::::l p.. (,)..... ;>. - U'- ..s:: <1) '" 11) ,,,",,, .... ã È c':j C'$ tl ~ ,J:j .~ Ê ~ .... ,J:j 8. = 8 .š -£5 ]] §- ...... VJ ~ <1) 5.. ~"E ~ on §.s "; r¡] ~ ~ 5 õ C'$ ~ ~§.~~IC'$~~VJ§C'$§~~:¿[~~·~i~~ ª~~::::I~gVJzg~~~~~~iEo~C~~u C'$og8p.."'OC'$C'$ -oI-<U~C'$C'$·_o..l-<ª~·c~ å1 ~ ..c uS:::..... ~ ~ ~ ~ 15 s:: ~ ..e ~ ~ ö.O 00 C'$.ê ::s ~ _.... !:': ........ 0 <1) <1) (": .~._ ....\ <1) .... ~ ...."" U _ _ 0 .. U _ I-< .........c::: 0 "' '0 _ ," U.- :s 'J C'::I "5 ...... "'i ::.. (": .!=; 0 ..... s::: -.;;¡ ..... " ..... '" ~ ..¡:¡ '" ~ ;>"' - - .... ,,,_, '0 -g ~ '''''u 0" VJ ~ ....11):::.1-o~-VJ""....l-oo:::ss::uo_-"';> iUC¡:; ou~!~C'$C'$~s::o.""oo·E·_VJ ....00....0 ...... c ~ - ..c U'J <1) 9- ~ >. 0.. ....u iU "; bIJ._ 0.. ?;,>';: u ,,,_ " " .0<1) ¡:¡.;:2 rJ} d..J t) ;> '" - _ :::I rJ} C;> >. ;> a') "" ;> e d..J > ~ d..J .. l':3 U d..J 2 ¡." 0 C ~ "Ö ?': 'c "Ö ê 05 ,~ ~ Æ .~ ~ ,§ -š ~] ~ ] Z~ ~o B 6..'::.... § 3 t:; ~ ~U$~ßõgëc3~~c ue~~~~]~~ d..Jd..J~~UßrJ}o-rJ}d..Jo&~¡"'OOU0l':3_00 ~~a')~~~~o~u""_~~:d..J~O~~§e~~~a') O "' 0 ..... VI _ -"'00 '00_ - .. -" " 0 ".... C U l':3 ¡." "" .... ( ):::I '"' '" ... ~, ~ :::I - 0 .;: I.;: ¡:::: l;::: >. I- '6h öJJ ~ ¡." ..... - VI 0..c "'0 :::; C I- a') ";; ";: 0:.= ~ t:; 0 C ~ 0 ( ) ::a ;:; ~ o·~,~ : ~" 'E 55 "gti~5( )~¡."c~·c~õ~se~·C( )Cl':3~"'l':3 ~~~~£&~g~~~~~~~g~£~£~g~ - N '" '" , N o , '" - OÍJ " 'S 0) "0 ~ " ~ ci5 :I: - ~ '" ~ ... ~ ... == ...: ... ... '" a u ~ u ~ ~ " o ¡:.: ¡:¡. " :z: ... ... ¡:.: o ¡:¡. [:;ì ~ ...: " ¡s ¡:.: o ... ... :z: o ~ :z: o ... ... ~ ... ... ... ~ · 1 o u ... ,!< · õ. s o U · ;§. · ., =1: o . ~.. · 00: ~ Ii o '.c ". = . 'ë '" '. 'C ""~ ~ ~ = o~ ... . o . ..", 1í ·C ~;: ~ 0) " ..!oi ~ o 1: o Q. 0) c:: "0 0) ~ -;¡ " ' <T:;: ~ "5h E.£ o 0 ~ ,- ..~ ~ = · · · ;:: = ,E .J ~ c~- ~ ~ o~~ £ ~~~ ~~.~~! ~ 1~~ ] '~fi ] õ e ] 11) 's..·~.9 ~ ~ õ ] '2 0 t ~ c 6' +J ~ ....::1 ~~:'~~85~2~=c 5 ~~~~Æ]~~~Bc ~] c~uz~uõ gB= õ¿B~~.~ð~~~~5~~o~ ~ ~:~ >. 6' ~ ~ 'ª ~ ;j ~ ""ß ~ 0.. § 5'~ g .J .E E' ~ ~ e .: ~ 0 u ...... ..... 'ã ~ c >. 0 Q 6b _ ] 0 ~.,:,.o'S: c ¡¡.¡z bJJ._ g. u u._ :£ ~ "2 ~uö::lC~,.o~·- uu~~~~~o ~uu~~~õ~~ I:IJ}._ C3 ê :E,~ ""'0 c"'2'~ ~ 7' '1) C bJJ 0 ~".g u .9 ..o..c ... ¡;; = c .5 ~ ~g§ =~.~~~~~~c·c~~c2Ø..o-~~·-=_>.~u 11) ",- 0:> 0. '1)..0 ;> ,ø_"'" (1.) "'0 ::I ï§ = 0 .... "'0 "'0 "cC3 u ~ -::;;. "' 0 - "' Vî ~ .... t:j ::I ¡.., tI) .~ u "'0 C3 tI'J 11) ,.¡::; ttI ""' ""' ...... ""' '"' u ~ ~ u Co 0.0- 0 P .~ _ <1) ~.,O CO.... tI'J co' - > 'æ 0 c ~:2 -~ouo.5MC~~~'~uu20~S"'OtI'J¡"'S~~U~ ¡..,tl'Jt:j~w"'O --._-~U~OtI'J UO~Cttlg~~u~~ 1! 6h c "'0 z.~ c:I ¡.., ~ 0 5 0 U '.c c'o t:j U ;; ::I c:I M"2 tI'J.~ S U 11) U ::I 8 '-' U 0. ~ ~ 0. C .- .... 0 C >. c c ';j c:I C'" ã OJ) 0 ~ 0 ~ "> '':::: ....< tI'J-::Ic:I¡..,ss..o~~~,O)_~~~8~~~·-cS-c.Su·~ e ~ ";) ";) u u 0._ u E rJ'1 .... e ~ :>..~ ~ ...... ~ u c.::: -~~~>g~c:>'3~~~,~~ 0_ ~-~......~~~......~ g~~'ou -'-~Eu~- ~~;a~~~~!~~~~~ OJ) IJ") ~ ~ ~ ~:.ê 'a .Èj ~ .; rJ'1 ¿'a c ª' § 0 t) ~ 0 ~ rJ'1 .. 0 rJ'1 ë c U-~oëOJ)-~~u ~~.s~e..·_-~~~uccc~~,s .; ?':- ~ 'D U c'- OJ) ~ - ~ t) OJ)'; ~ ~ ?':- ~ ::I ~ oS ·B ,s .s '0 :: ü OJ) 8 ..... ~ c:3 '8 ~ gf u - Z¡¡¡.g 2 ,5 2u ~ ~ 8 ~ ¡::::: u ..." '.0 a a '..0 (5 2 o 2 e u .:: '8 <IÍ ~ 0 ~ u ~ '" - ~ c t:: ~ ...... rJ'1 ::I ...... rJ'1 I-< _ ·c~~u::lë~uS~Uu~ui~~8~~~'ê::le·~g'~~ ~,p~~~e'~~8>~~§~oggu'~u::l~8_ uOe ____~UU~~?~UU~UrJ'1..c~~~~~;~~~u = ò oZ :.~ ,- . ;;¡ = "':!! ,,", ,., " ,51 '" =3 ª § ~ - " 's 1;1 :.= 'õ 0) " "c"O - 0) 'õ:5 ø"O 0) 0 g s " "0 0) 0) " >< 0) ~ 0) "c 1::: ë '" .a u ~ "'0'0 ~ 'õ æ ~ ~ ~ ë 'Ò £ " Š 0) ]- 0) ~ ~ æ 0) U a >. E " £ " c:3~ v;) '" , N o , ~ or, = ï: " .", ~ õ " ... U5 :I: ~ '" " ¡¡¡ ... ~ ,.¡ == ...: "" · ;; ~ = Q U "CI ~ ~ '" · ª' or. s :£ u :š "" '" ~ U !ij U ~ ~ " o ~ " i!5 "" =: o =- ¡;j Q Z ...: " z ... =: o "" ... Z o ~ z o ... "" ...: " ... "" ... ~ · :¡; '. € · , = Q. ~.. ~ t = · · ::i! = Q ." r. ':: i .!! ø :> '" "3 ..<:: u '- o t- O "" V ~ -¡; t; g. vi t:: ~ 'ÕŠ;¡ 8.a.!2 ~<Êß ¡.., OJ ~ t:: 0':01:° ¡g ~ 50)=' ~ .s·¡~õ"'O< J 0.. ¡.., 5 c ~ ~ ë g,:= ~.9:: '1) b() ~ OJ t):OS Êc~-g'E~ >:Ec,~~.c e 'S 'þj _ 1-0 ¡.., o....c c <I.J OJ 1:! E ¡..,:OS Co'~ u ..... 0 ¡..,..... :2 <¡:J ;>-.bI)O........u ccoec<;,...; ~ .- U '-= 0 c 'õ -g ~ 'ü ''8 Of,) ~ ~ 5O.~ & E .~ ~ ;;:. ;>.:> <JJ <I.J ¡:: ~~ e~;¿]§~OJ 0........ ":: ~ u;.:::: a 0.. 0 W <JJ I ) t'd C t'd 11) ë C..c u·.... l:!UOt'd-_"O _§Ec.gp~~ B~El:!:.ag~ .::S's: : a u 0 OJ C t'd b.O «) ..s(.i -SB-S~ "" " " " OJ) o " ''iJ ,¡:: <.> 8 <Q .., ,¡:: " ~ ª - '" ø a .~ 0"" _0 ~ OJ.... t:: t::: C 0''''' 0 0.. -; .£ ~g.[ 9 t'd~"'Z .~ o.~ '; a I+:: t'd ~ ..c>..cu;.;j-S]_Eo .... .... 0 ~ ..... ~ ~ t'd ..c ,'" ..!! - - 0' i< ~ ;¡ 50- 2::SU"O< ;>'<l.Je'õ t:;..c:~g §ODiUQ..C OJ U (.i '(;3 . "0 .9 5 c.9 Q....... -- E·"" 0 "0 0 .... b() 0 t; ~ t'd .> ~ OJ'- ~ .5 Q ~ c 6b] ¡.., g ~ ~ "g û.S OJ 8 .- 0 ¡.., '.0 '';: ... "" v 0. " ;>, 0. ,'" " 0lJ 0) ¡.,.,.c t'd 0.0...... t:: <I.J ;>...sOrnCf/.¡O~ OJ c: 0 t'd 0 t'd...... ..... bO..c t'd B U ..c '.g "0 B go.S .... 'õ a ~.~.~ g § õ :::0 ~ ¡.., 0) b()"" t+: OJ.... ..... ~ '-= 'S: .£ '-a 0) -; t:: := ,£ cCoo "'Oo..°..sc t'd O..J .... b() 0 0) :I u ..... C ¡::.~.5 ëa 0) E ~ ::; 'a ß '[i ~ . c.. ~ 0 ..... ..c 1:: "'; 0 '5Î) q -5 . õ.. f/ 0 0..:= o..c·- <IJ E ë § "0 0 ...... c.. ~ 0._ ~""0~.8¡...;g.0 u 0 l;::: ...t:: C 0 ,_ '~ ~ o ;.:: '~ ;.:: ..... ß v:i :-= ..a Ü 'C 0. C g '5 '";j ~ s u '";j r:z::: c.. ª,u.¡ 0"0 o.~4S ~~u.¡ OJ) " :a ~to ,~ .s -¡q¡ ª'.:::: "" '" ß ~ _ 0 ;; <.> .8 ~ -¡; ... .J:: ~.8 ø " U ..... ,- ~ ø - ~ '6iJ ~ ë o S 0 __0 u C § C 0'.0 ,9 v u - '";j 2 ~ 0. - '" o ~ U ...t:: 0 ~ b<'>"" cd š. ã .". -¡; ...0 v .5 .J:: "; .~ ..... ;>. ¡;;;o^.... o¡¡;OogtJ'iO ,~ ::I ..... So...... "'0 I 0 0; 0; ·c·t § "0 'S: 'c u 0 0 o 0 ,_ 0. "; i: ~ t ~ .Ë ~ E ~ ,~ "'::0 9~:-=-_0 ". ...... = .J:: rJJ...... ~~~00~~.8 ¡... ,_ 0 O.J:: <.¡.;.. rJJ C o ::: ',0 '";j :s '-0 ... 0 ""'::I~o. 00 'S U E <r: '";j 0 'ã '";j go; 0-::1 ~o 0. ;:::::c~rJJ:-E>s"O 0; :~.~ ~ .:: '";j ~ ~ u .... bJJ rJJ "'0 rJJ t";I._ .- 0 0 0 C "'0 U 0; bJJ 0 ...... ~.- C '5b ::I .9.J::ß¡."c~oO" .8 ...... bJJ"E ~ C Õ ~ cbJJ"'OrJJrJJo_,- o = ..... ~ ,- = 0 o 'C ~ ::I "'0 Õ 0 ¡.g3u~£~§ <r: ~.~ &"5 8 0.'£ s"'O <IJ "'0 0 0 ~ .c'.o § .5 .~ .s ¡:: :a '" M , N o , [/> - bÍ¡ = '2 " '0 ~ - " " b [/> :I: - '" " ¡¡¡ ... ... .. == ..: '" '" [/> ~ U ~ u :Ë =:¡ " o ¡:,:: =- " Z .. '" ¡:,:: o =- ¡¡¡ Q Z ..: " z .. ¡:,:: o '" .. Z o :Ë z o .. '" ..: " .. '" .. :Ë '" i · u '" ,!; · is. e · u · :¡; 'H · . ~... ~ ~ § .", ". · . ¡!II:: ,_ 'C .. . .. ~.~ ",- · e 't~ :;;:: · ~ · ~ · .~ '¡ ,!!, ~ · ö .z ':: . · . ... '" . ,- . :; . :; :>< :>< :>< '0 " " " <.¡.., .S o 'iii ...~ ~.~ .5 !! - -2 - '" '6J¡ o " ]05 " " o ~ " - -;; " "'i5 " -=:= - " .¿"E5 ~~ " - > 8 o '2 i;! 0 '6 2 ~ '" " ~ :s o '" ~ -= " " " :s '5b~ ~ 0 0 ~ Š è ..s c '1) ~ 8 S -:s " ö a. f: i o ~ ... " '" OJ) S .~ ·ã e '0 õ ... " - .s 1:: ~ c ï30-2 o ç... g c; E ~ C'" 0. ~ -š ~ ~ .s C; ...... l":3:>. .¡ ] -g ~ :2 .S ~ ~ ~ a: ·c i-< 1-0.$ .... ¡", 1-0 <IJ '1) .8 o"$'~ .8:::: IJ,) Q.. '2 .¿ <IJ is.. ï3 ~ g~olJ,)..soo..s 9 t':I a.::...... 5.. e...... <IJ ;;.. ...... '"0 0 0........ "ª .S ] ~ ..; è t':I ~ !:: c .- U Q) "'0._ <IJ _ "'0 OJJ ~ ;> IJ,) OJJ ¡.., oo~oaoo "Oõ"'OuQ)õ~ c ... :>. 0 iU ... C ~c-¡..,"'Oco K ß 'g '1) (U ß';: 'U_ .....s fj...... t':I C ~ 0 ... ..c t':I t ('; Q.o.o~ 0.0.. <IJ ¡.., E ~ ~ 1-1 0 ~.sa)~ £bJ) 'S t5 'c;..9 ;j t5.C è.. 2" '5h .... c;a C '5b:5j :I ~:§l~g:§~~ ~ § ~ .S .Q § ~ :: o do) ('; "'g g '1ì 0) "; ~-;o¡..,;;<-ab..c ì:::: o...D bJ)'.o 0.. <IJ <IJ or> c;c:J Q ..c.5 .9 00", ê <IJ 11.) ...... 'õ VJ 0 i "'0 ..-. c:; ª,.- 0 '1) :::s ..c Q) ...... s.ª c; ë .D .s ü ª" g ~ '"0 C .~ a ::; ~.5 6b ~ IJ,) C 1-0 b1J ('; ..c ';: ~ 's. ('; 8...9 Z <IJ ~ ] e '2 o .,; <IJ Bot: "3 <IJ '<iJ b.O u ..c -... c O£ Q ~ t:: '" 'Vi ..co..coo-"o'"O"'O ·-:::~_~.:::!õ~<!)o..~c a: gf:.= 8.. c ç-E ~ :I ('; OJ).... ¡:¡.. ~ ('; VJ VI <IJ'¿ §.ß ª":EU'} E g:.a'"O 11) o..'1)::"IJ,)~:.=t-<]ü C; ...c ;;> ..c a.... . ã) ~ 4~~§:;;<lJgEEõ <IJ 0 ..... ... ~ "';..c ~ 11) U :-'~ IZI C .~ S..c c u 5b..c ~ _ ..E "'0 -·E g ~:.E P":::'¡;J ~ ~"'OIZIIZI"",,:::,- r/JO 13 ~ ~ .5 r/J ........ "'" 0.. 0 0 ~ a ......¡;J u C . "'0 C § ~ "'0 0.. C 8. æ+::.o S ~ .g '¡;J ..¿ ~ 11) g .;: B B "S. ~ ;g ~ ~ ~ 'E .g .§ ~ ;g s .~ ~ 8.. 8 -d &~ ~ 8:E 8 't: ~ ~ ~ East H Street ENVIRONMENTAL CHECKLIST FORM 1, Project Title: East H Street Widening 2, Lead Agency Name and Address: City of Chula Vista, Planning & Building Department, 276 Fourth Avenue, Chula Vista, CA 91910 3, Contact Persons and Phone Number: Paul Hellman, Environmental Projects Manager, (619) 585-5680 4, Document Number: IS-02-36 1 East H Street ISSUE Potentially Significant Impact Less Than Significant with Mitigation Incorporation Less Than Significant Impact No Impact I. AESTHETICS, Would the project: a) Have a substantial adverse effect on a scenic vista? 0 0 l:8] 0 b) Substantially damage scenic resources, including, but 0 0 l:8] 0 not limited to, trees, rock outcroppings, and historic buildings within a state scenic highway? c) Substantially degrade the existing visual character or quality of the site and its surroundings? o o l:8] o d) Create a new source of substantial light or glare, which would adversely affect day or nighttime views in the area? o o l:8] o Comments: Response to la. The proposed project involves widening East H Street from approximately 600 feet east of Hidden Vista Drive to 1-805 from three to four westbound lanes, Westbound East H Street will be striped to transition to three lanes at the 1-805 northbound ramp (one right only and two through only), Under interim conditions, the new lane will transition into the existing right only lane. Caltrans plans to widen the on-ramp to three lanes in the future, at which time East H Street will be striped with one through, one right-through, and two right only lanes, According to page 1-67 of the City of Chula Vista General Plan, East H Street from I-80S to Hunte Parkway is designated as a scenic roadway, Pages 1-72 and 1-73 of the City of Chula Vista General Plan state that "the development of the City's scenic highway is anticipated to occur concurrently with development of adjacent properties" and "whenever possible all slopes or common areas adjacent to a scenic route shall be placed in an Open Space Maintenance District pursuant to City Ordinance No, 1400 to insure a consistent plan of landscaping and a level of maintenance with the scenic quality of the route," See reference Photographs I through 4 to view the visual character of the project segment of East H Street and surrounding areas, The City of Chula Vista General Plan - Land Use Element describes East H Street as follows: "The view from the scenic roadway to these varied land uses is an important asset to the scenic route, It is also an important consideration to maintain a consistent quality of development and landscaping along the entire route." The theme for East H Street has been established long ago and has since been modified by the development further to the east. The particular section of the roadway proposed to be widened is the older section of the roadway, is well established, and provides a great visual enhancement that is consistent with the theme further to the east. 2 ~ ~ ~Œ~N I@ PHOTOGRAPH 1 Looking East, Showing Fill Slope on North Side of East H Street PHOTOGRAPH 2 Typical Slope Height and Vegetation Cover on North Side of East H Street M:jobs'.3583 arch',graphics"POIO,I_2 cdr ~ ~æON I@ PHOTOGRAPH 3 Looking West down East H Street Toward the Interstate 805 Interchange PHOTOGRAPH 4 Looking East along East H Street, Showing Slope and Landscaping on South Side of Road M:jobs'.J5n,archgraphics',poto~3_4,cdr East H Street The proposed landscape concept plan for the project area consists of the use of larger specimen trees with similar structure, form and species to replace the existing trees removed during construction; the use of small to medium height shrubs with flower color to match the existing landscape; the replacement of existing turf areas within the monument areas with long-term, hardy groundcover; the use of evergreen groundcover that meets the space requirements and does not require undue maintenance; the use of plantable crib walls with low groundcover plants placed within the planting cells similar to those found within the East H Street corridor or of similar texture and flowering color as determined acceptable by the City; the use of a safety fence on top of the retaining wall that will coordinate with the Terra Nova and Rancho del Rey fencing designs, where applicable and feasible; and the use of monument walls and pilasters on each side of Hidden Vista Drive to match the theme and design of the existing monument walls and pilasters, including similar building materials, tile, color scheme, lettering, and architecture, As a result of the measures included in the proposed landscape concept plan, the proposed project will have a less than significant effect on the scenic character of the area. Response to lb. Other than the landscaped areas that lie to the north of East H Street, the proposed project area does not include any significant scenic resources, such as rock outcroppings or historic buildings that may contribute to the scenic quality of the area, The existing scenic resources in the project area consist of a landscaped median in the center of East H Street and planted, landscaped slopes, which include medium and large shrubs and trees, that extend in most cases well over 100 feet north of East H Street. Two eucalyptus trees and two sycamore trees may need to be removed as a result of the activities associated with the proposed lane addition, The removal of this small quantity of trees will result in a less than significant impact to the scenic quality of the area, The project will only slightly alter the appearance of the existing roadway and will not create new significant aesthetic impacts. Response to Ie. See responses la and Ib above. The proposed additional westbound traffic lane on East H Street will result in a wider roadway as viewed from surrounding areas, The project design incorporates the maintenance of the current appearance of the areas just off the roadway, This includes implementing a landscape concept plan with several measures that are necessary to maintain the existing visual character of the East H Street scenic route, These measures include the replacement of trees, shrubs, groundcovers, and monument walls to match the features that are currently present in the project area, Plantable crib walls will also be constructed within the project area and will contain low groundcover plants within the planting cells of the walls, These plants will be similar to those currently found within the corridor or of similar texture and flowering color as determined to be acceptable by the City, Project approval will not result in any significant impact to community aesthetics or visual quality, The design of the safety fence on top of the retaining wall will be coordinated with the Terra Nova and Rancho del Rey fencing designs, where applicable and feasible, Response to Id. The improvements associated with an additional westbound lane on East H Street may result in a slight increase in the light/glare reflected off the wider roadway, However, the light and glare conditions along East H Street would be very similar to what they are now and therefore, project approval will not result in a significant adverse effect on daytime or nighttime views in the area. 5 East H Street Aesthetic Mitigation Limited removal of eucalyptus and sycamore trees is not considered a significant impact. The maintenance of the existing landscape palette as proposed with the landscape concept plan will ensure that the quality of development and landscaping in the project area north of East H Street will continue to provide views that are consistent with the adjacent areas within the scenic landscape corridor. There are no other significant scenic resources identified in the project area, Therefore, no mitigation is required, 6 East H Street ISSUE Potentially Significant Impact Less Than Significant with Mitigation Incorporation Less Than Significant Impact No Impact II. AGRICULTURE RESOURCES, In determining whether impacts to agricultural resources are significant environ- mental effects, lead agencies may refer to the California Agricultural Land Evaluation and Site Assessment Model (1997) prepared by the California Department of Conservation as an optional model to use in assessing impacts on agriculture and farmland, Would the project: a) Convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance (Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program (FMMP) of the California Resources Agency, to non- agricultural use? D D D ~ b) Conflict with existing zoning for agricultural use, or a Williamson Act contract? D D D ~ c) Involve other changes in the existing environment which, due to their location or nature, could result in conversion of Farmland to non-agricultural use? D D D ~ Comments: Response to lIa. The land within the proposed project area has been previously designated for the development of East H Street improvements, As a result, it is not included on maps prepared by the California Resources Agency pursuant to the FMMP and therefore does not contain designated Prime Farmland, Unique Farmland, or Farmland of Statewide Importance, No impacts to agricultural resources would result. Response to lIb. See Response to IIa, The proposed project will not conflict with existing zoning or agricultural uses, or a Williamson Act contract. Response to IIc. Construction of the additional lane will not result in additional pressure to convert farmland to nonagricultural uses, The project area is bordered by existing commercial and residential development and landscaped areas, Agriculture Mitigation No significant impacts to agricultural resources have been identified and, therefore, no mitigation is required, 7 East H Street ISSUE Potentially Significant Impact Less Than Significant with Mitigation Incorporation less Than Significant Impact No Impact III. AIR QUALITY. Where available, the significance criteria established by the applicable air quality management or air pollution control district may be relied upon to make the following determinations. Would the project a) Conflict with or obstruct implementation of the D r8'J D D applicable air quality plan? b) Violate any air quality standard or contribute D r8'J D D substantially to an existing or projected air quality violation? c) Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non-attainment under an applicable federal or state ambient air quality standard (including releasing emissions which exceed quantitative thresholds for ozone precursors)? D D r8'J D d) Expose sensitive receptors to substantial pollutant concentrations? D D r8'J D e) Create objectionable odors affecting a substantial number of people? D D r8'J D Comments: An air quality report was prepared by RECON m May 2002 for the East H Street Improvements Project (Appendix A), Response to IlIa, The proposed additional lane will relieve existing and future traffic congestion along the project area segment of westbound East H Street. Reduced traffic congestion, especially during peak traffic hours, will result in less vehicle emissions than would result from the same volume of traffic on the existing, more congested roadway, According to the traffic analysis performed by Linscott, Law, and Greenspan (LLG), dated May 14,2002, given both existing and future traffic volumes, the level of service (LOS) along the project-area portion of westbound East H Street is calculated to improve, The traffic analysis also reports improvements in the operations at the project-area intersections. Improving the LOS along the project area segment of westbound East H Street and reducing delay at the intersections in the project area will result in a reduction in the total amount of mobile source (automobile, bus, truck, etc) air pollutant emissions, both on a local and regional scale, 8 East H Street There is the potential for significant, short-term air quality impacts to occur during the construction of the proposed roadway improvements, Sources of construction-related air emissions include fugitive dust from grading activities and construction-related roadway travel, exhaust from construction equipment, and exhaust from vehicles driven by workers and delivery drivers, The mitigation measures presented below would reduce short-term air quality impacts that occur during construction to below a level of significance, East H Street is classified as a six-lane Prime Arterial in the City of Chula Vista General Plan, Widening East H Street to accommodate a fourth westbound lane for approximately 1700 feet, leading to the 1-805 northbound on-ramp, is consistent with the goals and objectives of the current Regional Air Quality Strategy (RAQS) for San Diego and the State Implementation Plan (SIP), The SIP documents the necessary overall strategy and individual tactics by which the San Diego Air Basin can meet its air pollutant attainment goal. Consequently, air emissions associated with this project have been accounted for in the RAQS, Aside from short-term, construction-related air emissions, no adverse air quality impacts are anticipated due to implementation of this project. Response to IIlb. See response to IlIa above, According to the air quality report, since the proposed project reduces traffic congestion, which leads to a reduction in vehicle air pollutant emissions, the project will result in a regional air quality improvement. The project is also consistent with the growth assumptions in the RAQS and SIP, Existing federal and state air quality regulations require that the project implement control measures to reduce dust and other criteria pollutants through use of best management practices (BMPs) during construction and best available control technologies (BACTs) during future roadway operations. Significant, short-term air quality impacts would occur during the construction of the proposed roadway improvements, The construction would involve emissions from heavy equipment and other construction- related vehicles and emissions of fugitive dust. The mitigation measures presented below would reduce short-term air quality impacts that occur during construction to below a level of significance. Response to Ilk. See responses to IlIa and lIIb above, The proposed improvements to East H Street will improve the level of service on East H Street and therefore decrease overall traffic-related vehicle emissions on a regional level. As a result, the project will not result in a cumulatively considerable net increase of any criteria pollutant. Response to IIId. See response to IlIa above. According to the traffic report prepared by LLG, the proposed widening of East H Street with an additional lane for approximately 1700 feet will improve the LOS (LLG 2002), This will reduce the potential for the exposure of sensitive receptors to substantial pollutant concentrations, The CO hot spot screening analysis, as described in the air quality report, indicated that no localized CO concentrations in excess of the established state and federal standards are anticipated to occur near sensitive receptors (RECON Environmental 2002b), Potential impacts are therefore considered less than significant, 9 East H Street Response to HIe. The proposed project will not create objectionable odors affecting a substantial number of people, Any odors associated with construction would be temporary and the future use of a widened East H Street would not produce any new odors that are not already present with the current roadway configuration, Thus, impacts are less than significant. Air Quality Mitigation There is the potential for significant, short-term air quality impacts to occur during the construction of the proposed roadway improvements, The following mitigation measures would reduce these impacts to below a level of significance, Mitigation Measures: I, Dust reducing measures shall include watering of graded surfaces in accordance with the most stringent County of San Diego Air Pollution Control District and California Air Resources Board rules and regulations and the restriction of all construction vehicles and equipment to travel along established and regularly watered roadways at specified speeds, 2, During construction, stockpiled materials that can potentially become airborne shall be covered or watered in accordance with the most stringent County of San Diego Air Pollution Control District and California Air Resources Board rules and regulations, If airborne materials will need to be stockpiled within the roadway, construction shall not commence during these periods until 8:00 A,M. 3, During construction, dirt and debris shall be washed down or swept up as soon as practicable to reduce the resuspension of particulate matter caused by vehicle movement over such material. Approach routes to the construction area shall be cleaned daily of construction-related dirt and debris, 4, In accordance with California Vehicle Code Section 23114, vehicles transporting loads of aggregate materials must cover/tarp the material, or if not covered, the material must be no nearer than six inches from the upper edge of the container area where the material contacts the sides, front, and back of the cargo container area, and the load shall not extend, at its peak, above any part of the upper edge of the cargo container area, 5, Construction equipment shall be tuned in accordance with the applicable manufacturers' specifications prior to the start of construction and shall be maintained in proper working order in order to minimize air pollutant emissions; use of low pollutant-emitting construction equipment, including electrical-powered equipment, shall be used as practical. 6, Soil disturbance and travel on unpaved surfaces shall be suspended when wind speeds exceed 25 miles per hour. 10 East H Street ISSUE Potentially Significant Impact Less Than Significant with Mitigation Incorporation Less Than Significant Impact No Impact IV, BIOLOGICAL RESOURCES, Would the project: a) Have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations or by the California Department of Fish and Game or U,S, Fish and Wildlife Service? b) Have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans, policies, or regulations or by the California Department of Fish and Game or U,S, Fish and Wildlife Service? c) Have a substantial adverse effect on federally protected wetlands as defined by Section 404 of the Clean Water Act (including, but not limited to, marsh, vernal pool, coastal, etc,) through direct removal, filling, hydrological interruption, or other means? d) Interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites? e) Conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance? f) Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan? Comments: o o o o o o ~ o o ~ o o o o o ~ D [8J o o o [8J o [8J Response to IVa, The project site is in an area that contains mainly ornamental landscaping. In an attempt to locate any species or native vegetation communities having special status in policies or regulations by the California Department of Fish and Game or D,S, Fish and Wildlife Service, a botanical and zoological survey was performed by RECON on February 18,2002, None were identified within the project area during the survey, A band of native vegetation, including Diegan coastal sage scrub, was located as close as 100 feet from the western edge of the project site, In the area located west/northwest of the project area, east of 1-805, there is a small north-south trending valley that contains native plant cover. II East H Street This vegetation provides potential habitat for the coastal California gnatcatcher. Due to its proximity to the project area, mitigation is required during project construction in order to avoid potential noise impacts to coastal California gnatcatchers, As described in the biological technical report prepared by RECON for this project, there are several eucalyptus and sycamore trees within the project area that are potential nesting areas for raptors, including Cooper's hawk (Appendix B), Mitigation is required during project construction in order to avoid potential impacts to raptor nests (RECON Environmental 2002c), Other than potential impacts to raptor nests and coastal California gnatcatcher habitat during construction, the biological report concludes that the proposed project is not anticipated to impact any plant or wildlife species that are listed, threatened, endangered, or any species that have special status in policies or regulations by the California Department of Fish and Game or U.S, Fish and Wildlife Service, Response to IVb, The proposed project will not impact any riparian or sensitive habitat since the site does not support any substantial native vegetation communities, Response to IV c. There are no wetlands in the proposed project area, Therefore, the project will have no direct or indirect impact on state or federally protected wetlands as defined by Section 1600 of the State Fish and Game Code or Section 404 of the Clean Water Act, Response to IVd, Eucalyptus and sycamore trees that could host nests for raptors, including Cooper's hawk, may need to be removed during the construction of the additional lane and crib walls as proposed with the project. All active raptor nests are protected under the Fish and Game Code Section 3503,5, Mitigation is required to ensure potential impacts to nesting raptors are kept below a level of significance. Diegan coastal sage scrub exists as near as 100 feet from the western boundary of the project area, This vegetation provides potential habitat for the coastal California gnatcatcher. Due to its proximity to the project area, mitigation is required during project construction in order to avoid potential noise impacts to coastal California gnatcatchers, Response to IVe, The majority of the vegetation affected by the project are ornamental scrubs and ground cover. The proposed project will not conflict with any local policies or ordinances protecting biological resources. Response to IVf. The proposed project area lies within a Development Area according to the City of Chula Vista Draft MSCP Subarea Plan and, therefore, will not conflict with any habitat conservation plan. Biological Resources Mitigation The eucalyptus and sycamore trees within and adjacent to the project area may provide a nesting habitat for raptors, 12 East H Street Vegetation including primarily Diegan coastal sage scrub exists as close as 100 feet from the western boundary of the project site, This vegetation provides potential habitat for the coastal California gnatcatcher. I, Prior to the removal or alteration of any mature trees or the commencement of construction activities during the raptor nesting season, identified as December I through July 31 in the Draft Chula Vista MSCP Subarea Plan, a qualified biologist shall conduct a pre-construction survey of such trees as well as those within the construction impact area established by the biologist. In the event that a nest(s) is found during the survey, appropriate construction setbacks deemed appropriate by a qualified biologist to protect young birds until they are no longer dependent upon the nest shall be established, No restrictions with respect to tree removal or construction setbacks shall apply outside the raptor nesting season. 2, Prior to the approval of any improvement plans or the issuance of any grading permit, the Environmental Review Coordinator shall ensure that the plans and specifications include a note regarding the survey requirements and construction restrictions during the raptor nesting season as outlined in measure # 1. 3, During the gnatcatcher breeding season, between February 15 and August 15, noise levels generated by project-related construction activities shall not exceed 60 decibels (dB) Community Noise Equivalent Level (CNEL) within any area containing an occupied nest or, if no occupied nest exists, within the area occupied by a potential breeding pair in order to prevent construction noise from negatively impacting breeding success, Where the ambient noise level is greater than 60 dB CNEL, the ambient noise level shall not be exceeded as a result of project-related construction, If an occupied nest or potential breeding pair is identified during a pre-construction survey, noise mitigation techniques, such as temporary noise walls or berms or modifications to construction activities, deemed necessary to attenuate construction noise levels within affected areas to 60 dB CNEL or less shall be formulated by a qualified biologist and qualified acoustician and shall be implemented during the breeding season, The qualified acoustician shall monitor the success of any noise attenuation measures that are implemented; where a violation of the noise level limit is identified, the acoustician shall immediately notify the Environmental Review Coordinator so that construction activities can be halted or reduced to avoid further exceedances of the limit until sufficient alternate or modified noise attenuation measures, if any, can be implemented, 4, Prior to the approval of any improvement plans or the issuance of any grading or building permit, the Environmental Review Coordinator shall ensure that the plans and specifications include a note regarding the construction noise restrictions during the coastal California gnatcatcher breeding season as outlined in measure #3, 13 East H Street ISSUE Potentially Significant Impact less Than Significant with Mitigation Incorporation Less Than Significant Impact No Impact V, CULTURAL RESOURCES, Would the project: a) Cause a significance §15064.5? substantial adverse change in the of a historical resource as defined in D D D ~ b) Cause a substantial adverse change in the significance of an archaeological resource pursuant to §15064,5? D D D ~ c) Directly or indirectly destroy a unique paleontological resource or site or unique geologic feature? D ~ D D d) Disturb any human remains, including those interred outside of formal cemeteries? D D D ~ Comments: Response to Va. A cultural resources record search of the archives at the South Coastal Information Center at San Diego State University and the San Diego Museum of Man was conducted in December 200 I for the area within one-half mile of the project site, Several possible cultural resources were identified within a one-half mile radius of the project site during the record search, A field survey was performed by RECON on February 7, 2002 (Appendix C), The field survey consisted of an on-foot reconnaissance along East H Street for the entire length of the proposed project. The terrain has been extensively altered from its original configuration by the construction of East H Street and developments on both sides of the roadway, The toe of a 35- to 40-foot-high slope, which consists of both fill and undisturbed rock and soil, extends for the entire length of the project on the north side of East H Street. Much of this slope is man-made and was constructed during the development of Hidden Vista Village, The estimated 2,500 cubic yards of grading associated with project will result in an encroachment into the bottom of this slope at a horizontal distance of approximately 12 feet. No evidence of prehistoric sites was found during the field survey of the project. No cultural or archeological resources were identified during the survey of the north side of East H Street in the project area and based on existing conditions, none are expected (RECON Environmental 2002a), Response to Vb. See response to Va, The property has been previously graded and developed in conjunction with the existing residential development in the Terra Nova neighborhood to the north of the project site, There is currently no evidence of archaeological resources on the project site, Response to V c. Based on a high paleontological resource sensitivity in the project area and the presence of undisturbed rock units within the slope to be graded for the project, a high potential for paleontological 14 East H Street resources exists, The disturbance of paleontological resources during project construction would be considered a significant impact requiring mitigation, Therefore, paleontological monitoring within undisturbed rock units shall be required, This does not, however, apply to fill areas. Response to Vd. Based on the results of the cultural survey conducted on the site on February 7, 2002, there is no evidence of any human remains on the project site or the potential for human remains to be present. Cultural Resources Mitigation (, Prior to the issuance of any grading permit, the applicant shall confirm to the City of Chula Vista Environmental Review Coordinator (ERC) that a qualified paleontologist has been retained to carry out the following mitigation program, A qualified paleontologist is defined as an individual with a M,S, or Ph,D. in paleontology or geology who is familiar with paleontological procedures and techniques, The following mitigation program shall be implemented to the satisfaction of the ERC: a, The paleontologist shall attend applicable preconstruction meetings to consult with grading and excavation contractors, b, A paleontological monitor shall be on-site at all times during the original cutting of previously undisturbed geologic formational material to inspect cuts for fossils (A paleontological monitor is defined as an individual who has experience in the collection and salvage of fossil materials,), The paleontological monitor shall work under the direction of a qualified paleontologist. c, If fossils are discovered, the paleontologist (or paleontological monitor) shall oversee the recovery of such resources, In instances where recovery requires an extended salvage period, the paleontologist (or paleontological monitor) shall be allowed to temporarily direct, divert, or halt grading to allow for the recovery of fossils in a timely manner. Where deemed appropriate by the paleontologist (or paleontological monitor), a screen- washing operation for small fossil remains shall be set up, d, Prepared fossils, along with copies of all pertinent field notes, photographs, and maps, shall be deposited (with the applicant's permission) in a scientific institution with paleontological collections such as the San Diego Natural History Museum, A final summary report shall be completed which outlines the results of the mitigation program. This report shall include discussion of the methods used, stratigraphy exposed, fossils collected, and significance of recovered fossils, 15 ISSUE Potentially Significant Impact Less Than Significant with Mitigation Incorporation Less Than Significant Impact East H Street No Impact VI. GEOLOGY AND SOilS, Would the project: a) Expose people or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving: i) Rupture of a known earthquake fault, as delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other substantial evidence of a known fault? Refer to Division of Mines and Geology Special Publication 42, ii) Strong seismic ground shaking? iii) Seismic-related liquefaction? ground failure, including iv) Landslides? b) Result in substantial soil erosion or the loss of topsoil? c) Be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the project, and potentially result in on- or off-site landslide, lateral spreading, subsidence, liquefaction, or collapse? d) Be located on expansive soil, as defined in Table 18-1-B of the Uniform Building Code (1994), creating substantial risks to life or property? e) Have soils incapable of adequately supporting the use of septic tanks or alternative wastewater disposal systems where sewers are not available for the disposal of wastewater? Comments: o o o o o o o o o o o o o o o o ø ø ø ø ø o o o o o o o o ø ø ø Response to VIa. Development of the proposed project will not expose people or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving: i) Active faults. The project area is not delineated on the Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area, The Rose Canyon Fault, located approximately 16 East H Street eight miles northwest of the project area, is the closest known major active fault. According to the City of Chula Vista General Plan, the City of Chula Vista's planning area (which includes the project area) is also traversed by a total of five smaller faults, including two potentially active faults, the Sweetwater and La Nacion; and three inferred faults, the Otay Valley Fault, the Telegraph Canyon Fault, and the San Diego Bay-Tijuana Fault. There is no evidence of active faults in the project area; therefore, faulting is not considered to be a hazard to this roadway, ii) Seismic ground shaking, The most significant credible seismic event at the project area is estimated to be a 6.9 magnitude event on the Rose Canyon fault zone. For noncritical structures such as the proposed roadway, the most significant probable seismic event would be a magnitude 5,7 event on the Rose Canyon fault zone, Even under these conditions, a roadway improvement project would not increase the potential exposure of people or structures to substantial adverse seismic effects, iii) Ground failure, including liquefaction, Types of soils in the project area include clays and loams (V,S, Department of Agriculture 1973), These soil types have a low to moderate potential for liquefaction, Therefore, the potential for liquefaction to occur in the vicinity of the project site is considered less than significant. iv) Landslides, Other than the manufactured slope located to the north of the project area, the project site is relatively flat. The slope north of East H Street was constructed during the Hidden Vista Village development to meet engineering standard specifications for stability, The soils in the project area include clays and loams, There are no known landslides in the project area, A minimal amount of grading is planned with the proposed project and the potential for landslides is less than significant. Response to VIb. The proposed project will not result in substantial soil erosion or the loss of topsoil in areas that will not be permanently improved, The City requires, as standard conditions of construction, the employment of erosion control measures during construction and the prompt stabilization of disturbed areas before construction is completed. These standard measures would avoid significant soil erosion impacts associated with the construction of the roadway improvements, Although the following conditions are not required in order to mitigate significant project impacts, they will be implemented in order to minimize project effects and to comply with applicable regulations: (, Prior to the approval of the grading plan for the project, an erosion control plan shall be prepared to the satisfaction of the City Engineer. 2. Prior to completion of final improvements, temporary erosion control shall be performed and installed by the contractor as indicated below: 17 East H Street a, The erosion control contractor shall be responsible for the inspection and modification of the erosion control device during the rainy season, The contractor, permittee, or owner shall be responsible for the continual maintenance of the erosion control devices during the rainy season, In the event of failure or refusal to properly maintain said devices, the City Engineer or Environmental Mitigation Monitor may cause emergency maintenance work to be done to protect adjacent private and public property, the cost (including an initial mobilization amount) of which shall be charged to the owner, b, All removable protection devises shown shall be in place at the end of each working day when the five-day rain probability forecast exceeds 40 percent. After each rainstorm exceeding a quarter inch in a l2-hour period, silt and debris shall be removed from check dams and desilting basins and basins shall be pumped dryas deemed necessary by the City Engineer and Environmental Mitigation Monitor. c, Effective planting shall be installed, fully germinated, and shall effectively cover the required slopes prior to final approval. The planting mix shall be approved by the Landscape Architecture Section of the Building and Park Construction Department prior to installation, Sprinkler systems are required on all slopes over five feet in height. d, Silt basins, traps, or sandbags shall be provided at every storm drain inlet to prevent sediment from entering the storm drain system, e, The grading contractor shall be responsible for cleanup of silt and mud on adjacent streets due to construction activity, f. The contractor shall remove silt and debris after each rainfall exceeding quarter inch in a l2-hour period and when silt reaches a depth of 1,0 foot. g, The contractor shall restore all erosion control devices to working order to the satisfaction of the City Engineer and Environmental Mitigation Monitor after each rainfall which produces runoff, h, The contractor shall install additional erosion control measures as may be required by the City Engineer or Environmental Mitigation Monitor due to incomplete grading operations or unforeseen circumstance which may arise. t. The contractor shall take the necessary steps to protect the project and adjacent property from any erosion and siltation that may result from grading operations by appropriate means (sandbags, hay bales, temporary desilting basins, silt fences, dikes, shoring, etc,) until such time that the total project is completed and accepted for maintenance by owner. 3. Prior to the preparation of improvement plans, a geotechnical study shall be prepared, The applicable recommendations of the study shall be incorporated into the final design, 18 East H Street Response to VIc, The proposed project area would not become unstable as a result of the implementation of the proposed project. Response to VId. According to the Soil Survey for San Diego (V,S, Department of Agriculture 1973), the proposed roadway widening project is located in an area with soil types that have a low to moderate expansive potential such as clays and loams, The project does not create a substantial risk to life or property, Response to VIe. The proposed project will not affect the use of any septic tanks or alternative wastewater disposal systems, Geology and Soils Mitigation No significant impacts have been identified and no mitigation is required, 19 ISSUE Potentially Significant Impact Less Than Significant with Mitigation Incorporation Less Than Significant Impact East H Street No Impact VII. HAZARDS AND HAZARDOUS MATERIALS, Would the project: a) Create a significant hazard to the public or the environment through the routine transport, use, or disposal of hazardous materials? b) Create a significant hazard to the public or the environment through reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment? c) Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or proposed school? d) Be located on a site which is included on a list of hazardous materials sites compiled pursuant to Government Code Section 65962,5 and, as a result, would it create a significant hazard to the public or the environment? e) For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project result in a safety hazard for people residing or working in the project area? f) For a project within the vicinity of a private airstrip, would the project result in a safety hazard for people residing or working in the project area? g) Impair implementation of or physically interfere with an adopted emergency response plan or emergency evacuation plan? h) Expose people or structures to a significant risk of loss, injury, or death involving wildland fires, including where wildlands are adjacent to urbanized areas or where residences are intermixed with wildlands? Comments: o o D D o o o o o o D D o D D o [8J [8J ~ D D D o o o o D [8J [8J [8J [8J [8J Response to VIla. No newly created or increased risk associated with the transport of hazardous materials on East H Street would result from implementation of the proposed roadway improvement project. A search of the County of San Diego' s Hazardous Materials Establishment Listing indicated that 20 East H Street no hazardous materials are known to be located in the vicinity of the project site (County of San Diego 2002), Operations in the project area wi\l not involve the use or disposal of hazardous materials, Operations along East H Street will comply with the Department of Transportation guidelines, rules, and regulations with regards to the transport of hazardous materials and will result in a less than significant impact. Construction equipment and materials are also not anticipated to create a significant hazard, Response to VIIb. See response VIla above, The addition of a westbound travel lane leading to the 1-805 northbound on-ramp from East H Street will not create a significant hazard to the public or the environment through reasonably foreseeable upset and accident conditions involving the release of hazardous materials, Response to VIIc. The schools nearest the project area are Hilltop High School, Clear View Charter Elementary School, and Halecrest Elementary School. Hilltop High School is located approximately one- quarter mile to the west of the project area and the two elementary schools are located about one-half mile from the project area, The proposed project is not expected to introduce any new hazardous emissions or new handling of hazardous or acutely hazardous materials, substances, or waste to the area, Response to VIId. See response to VIla, The proposed project is not located in an area that is included on a list compiled pursuant to Government Code Section 65962.5 or that would create a significant hazard to the public or the environment. Response to VIle. The proposed project is not located within an adopted airport land use plan or within two miles of a public airport or public use airport, Response to VIIf. There is no private airstrip in the vicinity of the project site, Response to VIIg. The proposed project will not physically interfere with an adopted emergency response plan or emergency evacuation plan, The provision of an additional westbound lane for approximately 1700 feet would improve traffic flow in the area, resulting in enhanced access for emergency vehicles, Response to VIIh. The proposed project site will not result in increased exposure of people or structures to a significant risk of loss, injury, or death involving wildland fires. Hazards and Hazardous Materials Mitigation No significant impacts have been identified, Therefore, no mitigation is required. 21 ISSUE Potentially Significant Impact Less Than Significant with Mitigation Incorporation Less Than Significant Impact East H Street No Impact VIII. HYDROLOGY AND WATER QUALITY, Would the project: a) Violate any water quality standards or waste discharge requirements? b) Substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table level (e.g" the production rate of preexisting nearby wells would drop to a level which would not support existing land uses or planned uses for which permits have been granted)? c) Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, in a manner which would result in substantial erosion or siltation on- or off-site? d) Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, or substantially increase the rate or amount of surface runoff in a manner, which would result in flooding on- or off-site? e) Create or contribute runoff water which would exceed the capacity of existing or planned storm water drainage systems or provide substantial additional sources of polluted runoff? f) Otherwise substantially degrade water quality? g) Place housing within a 100-year flood hazard area as mapped on a federal Flood Hazard Boundary or Flood Insurance Rate Map or other flood hazard delineation map? h) Place within a 1 DO-year flood hazard area structures, which would impede or redirect flood flows? i) Expose people or structures to a significant risk of loss, injury, or death involving flooding, including flooding as a result of the failure of a levee or dam? j) Inundation by seiche, tsunami, or mudflow? 22 o o o o o o o o o o o o o o o o o o o o ~ o ~ ~ ~ ~ o o o o o ~ o o o o ~ ~ ~ ~ East H Street Comments: Response to VIlla. Runoff flowing from impervious surfaces typically contains pollutants such as oils, fuel residues, and heavy metals, which diminishes water quality in downstream bodies of water. Approximately 20,000 square feet of new impervious surface will be added to East H Street as a result of the proposed project. Runoff associated with the improvement of East H Street will be controlled and is subject to California Regional Water Quality Control Board, San Diego Region, Order No, 2001-01, National Pollutant Discharge Elimination System (NPDES) Permit No, CASOI08758 (State of California 200 I), Project compliance with all federal, state, and local water quality standards and waste discharge requirements must be demonstrated prior to project implementation. Response to VIlIb. The proposed street improvement project will not use groundwater or substantially interfere with groundwater recharge, Response to Vlllc. The proposed project, including the addition of approximately 20,000 square feet of impervious surface, will not alter the existing drainage pattern of the area in a manner which would result in substantial erosion or siltation on- or off-site, Existing curb and gutter structures will be modified and relocated to accommodate the proposed roadway improvements, but the overall drainage pattern will remain the same, Response to Vllld. The proposed improvements to East H Street will increase the amount of the impermeable surfaces in the area by approximately 20,000 square feet. However, curb and gutter structures have been incorporated into the design of the proposed project to control area runoff in a manner which will not result in flooding on- or off-site. In addition, the City requires, as standard conditions of construction, the employment of erosion control measures during construction and the prompt stabilization of disturbed areas. These standard measures would avoid significant impacts, Response to Vllle. The proposed project would affect the presently unpaved, but graded and landscaped area along East H Street. Necessary drainage system improvements would be incorporated into the final engineering design of the project. Although the following condition is not required in order to mitigate significant project impacts, it will be implemented in order to minimize project effects and to comply with applicable regulations: Prior to the preparation of improvement plans, a drainage study shall be prepared; all applicable recommendations of the study shall be incorporated into the final design, Response to Vlllf. For the management of storm water, municipalities in the San Diego region, including the City of Chula Vista, must comply with NPDES Permit No, CASOlO8758, The NPDES permit consists of wastewater discharge requirements for storm water and urban runoff, Specifically, construction and postconstruction Best Management Practices (BMPs) to prevent pollution of storm drainage systems are required to be implemented as appropriate, BMPs appropriate to the characteristics of a project may be employed to reduce pollutants available for transport or to reduce the amount of pollutants in runoff prior to discharge to a surface water body, Although the following condition is not 23 East H Street required in order to mitigate significant project impacts, it will be implemented in order to minimize project effects and to comply with applicable regulations: Appropriate water quality BMPs shall be implemented during construction, in accordance with the provisions of California Regional Water Quality Control Board, San Diego Region, Order No, 2001-01 (NPDES No, CAS0108758), The project must comply with existing NPDES permit requirements, Compliance with existing regulations would reduce impacts to a less than significant level. Impacts associated with the improvements to East H Street are, therefore, less than significant, Response to VIIlg. The proposed project does not include the construction of housing or structural buildings nor does it include the movement of any existing housing or structural buildings, Response to VlIIh. Federal Emergency Management Act (FEMA) flood zone maps indicate a lOO-year flood hazard area immediately west of the proposed project area and a 500-year flood hazard located just south of the project area along East H Street. The project does not propose improvements or place structures that would impede or redirect flood flows within either of these areas, Response to VIlli. The proposed project is not located downstream from a dam and would not aid in or result in the failure of a levee or dam, Response to VlIIj. The distance between the project site and the coast precludes damage due to seismically induced waves (tsunamis) or seiches, The lack of river tributaries or lakes in the project area reduces the probability for earthquake-induced flooding to negligible, Hydrology and Water Quality Mitigation With adherence to the above-listed standard conditions, no significant impacts would occur. Therefore, no mitigation is required, 24 East H Street ISSUE Potentially Significant Impact Less Than Significant with Mitigation Incorporation Less Than Significant Impact No Impact IX. LAND USE AND PLANNING, Would the project: b) Conflict with any applicable land use plan, policy, or regulation or an agency with jurisdiction over the project (including but not limited to the general plan, specific plan, local coastal program, or zoning ordinance) adopted for the purpose of avoiding or mitigating an environmental effect? D D D D D D ~ ~ a) Physically divide an established community? c) Conflict with any applicable habitat conservation plan or natural community conservation plan? D D D ~ Comments: Response to IXa. The proposed project will not divide an established community, The project consists of the widening of an existing six-lane roadway with an additional westbound lane for approximately 1,700 feet or 0.3 mile, Response to IXb. East H Street is classified as a six-lane Prime Arterial in both the Circulation Element of the County of San Diego General Plan and the City of Chula Vista General Plan (City of Chula Vista 1989a). Widening a 1,700-foot segment of East H Street to accommodate a fourth, westbound lane is consistent with the goals and objectives of these plans, The proposed project does not conflict with any applicable land use plan, policy, or regulation or an agency with jurisdiction over the project. Response to IXc. According to the City of Chula Vista Draft MSCP Subarea Plan, the proposed project site is located in an area that is planned for development (City of Chula Vista 2000), The subject property will, therefore, not conflict with any habitat conservation plan or natural community conservation plan, Land Use and Planning Mitigation No significant impacts have been identified, Therefore, no mitigation is required, 25 East H Street ISSUE Potentially Significant Impact Less Than Significant with Mitigation Incorporation Less Than Significant Impact No Impact X. MINERAL RESOURCES. Would the project: a) Result in the loss of availability of a known mineral resource that would be of value to the region and the residents of the state? D D D ~ b) Result in the loss of availability of a locally important mineral resource recovery site delineated on a local general plan, specific plan, or other land use plan? D o o ~ Comments: Response to Xa. The proposed project area does not contain significant mineral deposits and is not located in either of the two aggregate resource sectors identified by the State Mining and Geology Board as being of regional significance, Usable locally important mineral resources in the City of Chula Vista are located within the Otay River valley and Sweetwater River valley (City of Chula Vista I 989b), According to the California Department of Conservation, Division of Mines and Geology Generalized Mineral Land Classification Map of San Diego County, the project area is not known to contain valuable mineral resources and is not within Mineral Resource Zone 3 (MRZ-3) (California Department of Conservation 1996), Response to Xb. In the City of Chula Vista, the locally important mineral resources are found in the Otay River Valley and Sweetwater River Valley, The project area is not located within these areas and is not designated for mineral resource protection (City of Chula Vista 1989b), The proposed widening of East H Street will have no impact on locally important mineral resources, Mineral Resources Mitigation No significant impacts have been identified, Therefore, no mitigation is required. 26 East H Street ISSUE Potentially Significant Impact Less Than Significant with Mitigation Incorporation less Than Significant Impact No Impact XI. NOISE. Would the project result in: a) Exposure of persons to or generation of noise levels in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies? b) Exposure of persons to or generation of excessive ground borne vibration or ground borne noise levels? c) A substantial permanent increase in ambient noise levels in the project vicinity above levels existing without the project? d) A substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the project? e) For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels? f) For a project within the vicinity of a private airstrip, would the project expose people residing or working in the project area to excessive noise levels? D D D D D D D D D D D D IZI D D IZI D IZI IZI D D IZI D IZI Comments: An acoustical study was prepared by RECON in May 2002 to analyze existing and future noise levels along the project portion of East H Street (Appendix D), Under CEQA, the City of Chula Vista considers a noise impact to be significant if it would result in exterior noise levels at residential properties that exceed 65 dB CNEL. For comparing the change in ambient noise levels along roadways that would have traffic increases due to implementation of the proposed project, a change in exterior noise levels of 3 dB is considered perceptible; changes of less than 3 decibels, in general, are not noticeable in the outdoor environment (Bolt et al. 1973:1-20; Beranek 1988:598-599), Therefore, if the increase in traffic-generated noise along a roadway segment is less than 3 decibels, it is not considered a significant impact. Response to Xla. Daily Operations: Based on the results of the acoustical report, the measurements taken at 50 feet and 120 feet north of the centerline of East H Street produced noise level readings of 74,0 A- weighted decibels [dB (A)] and 68,7 dB (A), respectively (RECON Environmental 2oo2d), After an adjustment for current average daily traffic (ADT), as provided in the Linscott, Law & Greenspan traffic 27 East H Street report, these readings convert to 75.4 CNEL and 70.1 CNEL, where CNEL is the community noise equivalent level. At both distances from the roadway, the current noise levels, which include the noise produced by traffic on East H Street as well as 1-805, exceed the accepted standard of 65 CNEL. The proposed East H Street roadway improvements have the potential to affect noise in two ways, The project will result in an improvement in the flow of the traffic, manifesting in slightly higher average speeds, As traffic speed increases, noise will increase, The project will also result in the effective noise source being moved to the north as a result of the addition of the new lane. The addition of the lane will move the effective noise source closer to the homes on the north side of the roadway, The traffic volume on the roadway is not expected to change as a result of the proposed project. The noise analysis considered the effect of the anticipated change in average speed and the result of the additional lane, According to the traffic study prepared by LLG for the project, dated May 14, 2002, the average travel speed on East H Street between Hidden Vista Drive and 1-805 southbound ramps is currently 28,8 miles per hour (mph), The average travel speed on this street segment upon completion of the proposed improvements is calculated to be 29,0 mph (LLG 2002), According to the traffic study, the traffic volume on East H Street between 1-805 and Hidden Vista Drive of 67,300 ADT will remain the same with or without the proposed roadway improvements (LLG 2002). The O,2-mph increase in the average travel speed described above will result in an incremental increase in the noise levels near the roadway, The algorithms of the Federal Highway Administration's Noise Prediction Model (FHW A 1979) were used to quantify this incremental noise increase, The average travel speeds of 28,8 and 29,0 mph were used and 67,300 ADT was held constant. The increased average travel speeds resulting from the proposed improvements will lead to a predicted 0.18-decibel increase in the noise levels, A second calculation was performed to examine the change in the noise environment as a result of the closer proximity of the proposed additional travel lane to the residential development located to the north of East H Street. The effective noise source for the roadway is defined as the equivalent lane distance, This is the geometric mean of the near lane distance to the far lane distance, as detailed in the FHW A Noise Prediction Model. The result of the addition of the traffic lane and the distribution of the traffic over seven lanes, rather than the existing six lanes, results in a projected increase in the noise at the nearest home of 0,21 decibels, The combined effect of increasing the average travel speed and moving the traffic by adding a lane is 0.39, or 0.4 of a decibel. This is well below the threshold of perception, Although traffic noise levels along the project segment of East H Street currently exceed the established noise standard, and are projected to continue to exceed this standard, according to the acoustical study there will be no noticeable change in the noise level as a result of implementation of the project. Therefore, the proposed project will not result in a significant noise impact. Construction: The proposed project will result in increased noise levels due to the use of construction equipment. Noise generated during construction can range between 80 and 90 dB(A) at 50 feet from the 28 East H Street source. Although the following conditions are not required in order to mitigate significant project impacts, they will be implemented in order to minimize project effects and to comply with applicable regulations: I, Each internal combustion engine utilized during construction shall be equipped with a muffler of a type recommended by the manufacturer, 2, Pursuant to Chula Vista Municipal Code Section 17,24,050 (paragraph J), construction is not permitted in residential zones Monday through Fridays between 10:00 P,M, and 7:00 A,M, and on Saturdays and Sundays between 10:00 P,M, and 8:00 A,M, For certain work that does not generate substantial noise levels in any residential zone, the contractor may be authorized to perform such work during these restricted periods, at the discretion of the City Engineer. Response to Xlb. The project proposes roadway improvements along East H Street that include the widening of the roadway for approximately 1700 feet from its current three lane westbound configuration, creating a fourth westbound lane leading to the 1-805 northbound on-ramp. These improvements are not expected to generate permanent excessive ground-borne vibration or ground-borne noise levels in the project area, Response to XIc. See response to Xla, The proposed roadway improvement project would not cause a significant noise increase in the area, As described in the acoustical study, the O,2-mph increase in average travel speed and the closer proximity of the new traffic lane will result in a total noise increase of less than 0,5 decibels, This incremental increase in the noise level is not noticeable and, therefore, would not result in a significant noise impact. Response to Xld. See response to Xla, Equipment used during the construction phase of the proposed project could generate adverse noise impacts, The folIowing conditions, which are not required in order to mitigate significant project impacts, will be implemented in order to minimize project effects and to comply with applicable regulations: I, Each internal combustion engine utilized during construction shall be equipped with a muffler of a type recommended by the manufacturer. 2, Pursuant to Chula Vista Municipal Code Section 17.24,050 (paragraph J), construction is not permitted in residential zones Monday through Fridays between 10:00 P.M, and 7:00 A,M, and on Saturdays and Sundays between 10:00 P,M, 8:00 A.M, For certain work that does not generate substantial noise levels in any residential zone, the contractor may be authorized to perform such work during these restricted periods, at the discretion of the City Engineer. Response to XIe and f, The proposed project is not located in the vicinity of an airport or private airstrip, 29 East H Street Noise Mitigation No significant impacts have been identified; therefore, no mitigation is required. 30 East H Street Less Than Significant Potentially with Less Than ISSUE Significant Mitigation Significant Impact Incorporation Impact No Impact XII. POPULATION & HOUSING, Would the project: a) Induce substantial population growth in an area either 0 0 0 ~ directly (e,g., by proposing new homes and businesses) or indirectly (e,g" through extension of roads or other infrastructure)? b) Displace substantial numbers of existing housing, 0 0 0 ~ necessitating the construction of replacement housing elsewhere? c) Displace substantial numbers of people, necessitating the construction of replacement housing elsewhere? o o o ~ Comments: Response to XIIa. The proposed roadway improvement project is located near the urban core of the City of Chula Vista and would not induce growth, East H Street is classified as a Six-Lane Prime Arterial from 1-805 to Otay Lakes Road, The proposed improvements to East H Street, which include an additional westbound lane for approximately 1700 feet, will allow for more efficient traffic flow in the project and surrounding areas, Since East H Street is a designated Prime Arterial on both the Circulation Element of the County of San Diego General Plan and the City of Chula Vista General Plan, the proposed project represents no change to any adopted land uses or regulations for the project site, It will, therefore, neither directly nor indirectly induce population growth, Response to XIIb. The proposed project will not displace any existing housing or necessitate the construction of additional housing, Response to XIIc. See response to XlIb, Population and Housing Mitigation No significant impacts have been identified; therefore, no mitigation is required, 31 East H Street ISSUE Potentially Significant Impact Less Than Significant with Mitigation Incorporation Less Than Significant Impact No Impact XIII. PUBLIC SERVICES. Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities or the need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times, or other pertormance objectives for any of the public services: a) Fire protection? D D D ~ b) Police protection? D D D ~ c) Schools? D D D ~ d) Parks? D D D ~ e) Other public facilities? D D D ~ Comments: Response to XIIla. The proposed roadway-widening project will not adversely impact fire protection services. Anticipated proposed project-related benefits such as improved roadway speeds, decreased traffic congestion, and a wider travel way may benefit the performance objectives for fire protection services, Response to XlIIb. The proposed roadway-widening project will not adversely impact police protection services, Anticipated proposed project-related benefits such as improved roadway speeds, decreased traffic congestion, and a wider travel way may benefit the performance objectives for police protection services, Response to XlIIc, The proposed roadway-widening project will not result in a need for any new or altered schools or school services, Response to XlIId. The proposed roadway-widening project will not result in a need for any new or altered parks or park services, Response to XIIIe. The proposed roadway-widening project will not result in a need for any other new or altered public facilities or governmental services, 32 East H Street Public Services Mitigation No significant impacts have been identified; therefore, no mitigation is required, 33 East H Street ISSUE Potentially Significant Impact Less Than Significant with Mitigation Incorporation Less Than Significant Impact No Impact XIV, RECREATION, a) Would the project increase the use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated? D D D ~ b) Does the project include recreational facilities or require the construction or expansion of recreational facilities which might have an adverse physical effect on the environment? D o o ~ Comments: Response to XIVa. The proposed project will not result in additional residential development and corresponding population, Therefore, it will not increase the demand for neighborhood or regional parks or other recreational facilities and would not cause substantial deterioration of existing facilities, Response to XIVb. The proposed project does not include any recreational facilities and does not require the construction or expansion of recreational facilities that might have an adverse physical effect on the environment, Recreational Mitigation No significant impacts have been identified; therefore, no mitigation is required, 34 East H Street ISSUE Potentially Significant Impact Less Than Significant with Mitigation Incorporation No Impact Less Than Significant Impact xv, TRANSPORTATIONrrRAFFIC. Would the project: a) Cause an increase in traffic, which is substantial in relation to the existing traffic load and capacity of the street system (Le" result in a substantial increase in either the number of vehicle trips, the volume to capacity ratio on roads, or congestion at intersections)? b) Exceed, either individually or cumulatively, a level of service standard established by the county congestion management agency for designated roads or highways? c) Result in a change in air traffic patterns, including either an increase in traffic levels or a change in location that results in substantial safety risks? d) Substantially increase hazards due to a design feature (e,g" sharp curves or dangerous intersections) or incompatible uses (e,g., farm equipment)? D D D [gJ D D D [gJ D D [gJ D D D D [gJ e) Result in inadequate emergency access? D D D [gJ f) Result in inadequate parking capacity? D D D [gJ g) Conflict with adopted policies, plans, or programs D D [gJ D supporting alternative transportation (e,g" bus turnouts, bicycle racks)? Comments: A traffic study addressing the East H Street Widening was prepared by Linscott, Law & Greenspan on May 14, 2002 (Appendix E), The analysis contained in the report includes peak-hour intersection and daily street segment operations for the existing and buildout time frames, with and without the project. The report analyzes the East H Street/Interstate 805 northbound and southbound ramp intersections, the East H Street/Hidden Vista Drive intersection, and the segments of East H Street from 1-805 to Hidden Vista Drive and east of Hidden Vista Drive, The measure of effectiveness used in the analysis for both intersection and street segment operations is level of service, The results from the traffic analysis indicate that the proposed project will improve both the operations of the'intersections and street segments located within and in the vicinity of the proposed project area (LLG 2002), Specifically, with the existing traffic volumes, the segment of East H Street between Interstate 805 35 East H Street and Hidden Vista Drive is calculated to improve from the current LOS with the implementation of the project (LLG 2002), Delays at the intersections within the project area are also calculated to decrease, In addition, the analysis also shows that, at buildout, the East H Street improvements will improve the LOS of the segment of East H Street from 1-805 to Hidden Vista Drive and decrease delay at project area intersections (LLG 2002). Response to XVa. The proposed East H Street improvement project will increase the roadway capacity to better accommodate existing traffic volumes and to accommodate projected future increases in traffic volumes. The project is intended to reduce traffic congestion and will not cause an increase in traffic volumes on East H Street. According to the traffic analysis, the LOS on East H Street between 1-805 and Hidden Vista Drive will improve as a result of the proposed addition of a westbound lane to East H Street (LLG 2002). The analysis also states that the LOS on East H Street between 1-805 and Hidden Vista Drive will improve at buildout as a result of the project (LLG 2002). Delay at project-area intersections is also calculated to decrease as a result of the project. Response to XVb. The East H Street improvement project will not exceed, either individually or cumulatively, an established level of service standard. According to the traffic analysis, under existing traffic conditions, the implementation of the proposed improvements will improve the LOS on the segment of East H Street located between 1-805 and Hidden Vista Drive (LLG 2002), The average delays at the East H StreetJI-805 northbound ramp and East H StreetlHidden Vista Drive intersections are also calculated to decrease during the A,M, and P,M, peak hours as a result of the proposed project. Similar improvements are projected at buildout, with the completion of the project, Response to XV c. The proposed project is not located in or near an air traffic corridor and will not result in a change in air traffic patterns or location, Response to XVd. The proposed project has no hazardous design features, The preliminary engineering design for the roadway improvements have been completed to the standard specifications, In order to accommodate the additional westbound lane, Hidden Vista Drive would need to be reconstructed between East H Street and a point approximately 105 feet north of the existing edge of East H Street. The reconstruction of this street segment would be required in order to meet the vertical curve design standards of the City's Subdivision Manual at the Hidden Vista Drive approach to the East H Street intersection, Prior to the commencement of construction, a traffic control plan shall be prepared to the satisfaction of the City Engineer; this plan shall be implemented during construction, When possible, construction would take place during off-peak hours to minimize traffic impacts, Response to XVe. The traffic improvements to East H Street will not adversely affect emergency access and, by relieving congestion, may improve emergency access, Response to XVf. Parking is currently prohibited along the project area, The proposed project will not provide parking and will not have an effect on parking capacity, 36 East H Street Response to XV g. The proposed project includes two alternatives for the location and configuration of the westbound bus stop near the East H Street/Hidden Vista Drive intersection, The preferred alternative consists of retaining the bus stop on the east side of Hidden Vista Drive near its present location, In addition to the widening proposed for an additional westbound lane for the length of the project, this alternative would include the addition of a bus and right turn only lane approaching the Hidden Vista Drive intersection, The additional lane would begin approximately 600 feet to the east of the intersection near the eastern project area limit. Combined, this lane and the proposed fourth westbound lane would require an additional 16 feet of roadway pavement in the area to the north of existing East H Street. A second alternative proposes the movement of the present bus stop to a location on the west side of the intersection, Although the existing bus stop has a bus turn-out, the relocated bus stop would not. Bus service will be maintained during project construction, East H Street is also being evaluated as a main corridor under the Transit First Study currently being conducted by the Metropolitan Transit Development Board (MTDB), The City of Chula Vista has on-going discussions with MTDB about future opportunities for additional transit service along East H Street. The proposed improvements along East H Street would not preclude future implementation of such measures, Neither this nor any other components of the proposed project would conflict with any adopted policies, plans, or programs supporting alternative modes of transportation. Transportation Mitigation No significant impacts have been identified; therefore, no mitigation is required, 37 ISSUE Potentially Significant Impact Less Than Significant with Mitigation Incorporation Less Than Significant Impact East H Street No Impact XVI. UTILITIES & SERVICE SYSTEMS. Would the project: a) Exceed wastewater treatment requirements of the applicable Regional Water Quality Control Board? b) Require or result in the construction of new water or wastewater treatment facilities or expansion of existing facilities, the construction of which could cause significant environmental effects? c) Require or result in the construction of new storm water drainage facilities or expansion of existing facilities, the construction of which could cause significant environmental effects? d) Have sufficient water supplies available to serve the project from existing entitlements and resources, or are new or expanded entitlements needed? e) Result in a determination by the wastewater treatment provider which serves or may serve the project that it has adequate capacity to serve the project's projected demand in addition to the provider's existing commitments? f) Be served by a landfill with sufficient permitted capacity to accommodate the project's solid waste disposal needs? g) Comply with federal, state, and local statutes and regulations related to solid waste? Comments: o o o o o o o o o o o o o o o o ~ o o o o ~ ~ o ~ ~ ~ ~ Response to XVIa. The proposed roadway improvement project will not affect wastewater treatment requirements, Response to XVlb. The proposed project will not affect water or wastewater treatment facilities, Response to XVIc. An additional12-foot wide westbound lane for approximately 1700 feet on East H Street will slightly increase the amount of impervious surface area by approximately 20,000 square feet over that which currently exists. As a result, the proposed project will also result in a slight increase in the runoff rate generated at the site, The storm water drainage facilities for the proposed project will continue to be located in the street system, Impacts related to the construction of storm drainage facilities 38 East H Street are expected to be less than significant because runoff generation rates would increase only slightly, It is anticipated that the drainage facilities wiIJ simply be relocated to accommodate the additional travel lane, Response to XVld. The proposed roadway improvement project will have no impact on the availability of adequate water supplies, No new or expanded water supply related entitlements would be needed, Response to XVle, The proposed project will not alter wastewater treatment demands or capacity, Response to XVIf. Solid wastes produced during the construction phase of the proposed project will be trucked to the Otay Landfill, which is estimated to have capacity to receive solid wastes for the next 25 years, Additionally, waste disposal needs will be minimized by incorporation of recycling and waste reduction measures identified in the City's Source Reduction and Recycling Element of the County's Integrated Waste Management Plan (County of San Diego 1996), Upon project completion, there will be no solid waste produced and, therefore, no solid waste disposal needs. Response to XVlg. See response to XVIf, Utilities and Service Systems Mitigation No significant impacts have been identified; therefore, no mitigation is required, 39 East H Street ISSUE Potentially Significant Impact less Than Significant with Mitigation Incorporation Less Than Significant Impact No Impact XVII. THRESHOLD ANALYSIS, Will the proposal adversely impact the City's Threshold Standards? As described below, the proposed project does not result in significant impacts to any of the threshold standards, a) Exceed the City's fire/EMS Threshold Standards? o o o ~ The threshold standards requires that fire and medical units must be able to respond to calls within 7 minutes or less in 85 percent of the cases and within 5 minutes or less in 75 percent of the cases, Response to XVIIa. The proposed roadway improvement project will not generate an increased need for fire/emergency medical services (EMS) and it will, therefore, not adversely impact the City of Chula Vista's threshold standards for fireÆMS, See response XIIIa, Mitigation. No significant impacts have been identified; therefore, no mitigation is required. b) Exceed the City's police Threshold Standards? o o o ~ The threshold standards require that police units must respond to 84 percent of Priority I calls within 7 minutes or less and maintain an average response time to all Priority I calls of 4,5 minutes or less, Police units must respond to 62.10 percent of Priority 2 calls within 7 minutes or less and maintain an average response time to all Priority 2 calls of 7 minutes or less, The proposed project would comply with this threshold standard, Response to XVIIb. The proposed roadway improvement project will not generate an increased need for police services and it will, therefore, not adversely impact the City of Chula Vista's threshold standards for police services, See response XIIIb, Mitigation. No significant impacts have been identified; therefore, no mitigation is required, c) Exceed the City's traffic Threshold Standards? o o o ~ Maintain LOS "c" or better as measured by observed average travel speed on all signalized arterial segments except that during peak hours a LOS D can occur for no more than any two hours of the day. Response to XVIIc. The objective of the proposed project is to increase roadway capacity and reduce traffic congestion on westbound East H Street in accordance with the City's Growth Management Ordinance threshold standards for traffic congestion, 40 East H Street According to the traffic analysis prepared by Linscott, Law, & Greenspan, dated May 14,2002, the GMO segment of East H Street east of 1-805 is currently operating at an acceptable level of service, The proposed additional lane is anticipated to improve the LOS on this segment of East H Street. The traffic analysis also indicates that the proposed project is anticipated to decrease delay at two of the three intersections within the project area during the AM and PM peak hours, although LOS would remain the same (LLG 2002), Mitigation. No significant impacts have been identified; therefore, no mitigation is required, ISSUE Less Than Significant Potentially with Less Than Significant Mitigation Significant Impact Incorporation Impact No Impact 0 0 0 !8J d) Exceed the City's parks/recreation Threshold Standards? The threshold standard for Parks and Recreation is 3 acres of neighborhood and community parkland with appropriate facilities per 1,000 residents east of Interstate 805, Response to XVIId. The City's threshold standard for parks does not apply to this project. Because the proposed project does not generate population, it will not adversely impact City of Chula Vista threshold standard for parks and recreation, Mitigation, No significant impacts have been identified; therefore, no mitigation is required, e) Exceed the City's drainage Threshold Standards? o o [g o The threshold standards require that storm water flows and volumes not exceed City Engineering Standards, Individual projects will provide necessary improvements consistent with the Drainage Master Plan(s) and City Engineering Standards, The proposed project would comply with this threshold standard, Response to XVIIe. The City's threshold standards require that storm water flows and volumes not exceed City engineering standards, Individual projects must provide necessary improvements consistent with the drainage master plan(s) and City engineering standards. The proposed project will meet City standards. The City of Chula Vista requires that runoff from developed sites be maintained at levels at or below natural conditions for the 10-, 50-, and 100-year frequency storms, The project will not result in any significant changes to drainage patterns or stormwater flows or volumes that exceed established City threshold standards, Mitigation, No significant impacts have been identified; therefore, no mitigation is required, 41 East H Street ISSUE Potentially Significant Impact Less Than Significant with Mitigation Incorporation Less Than Significant Impact No Impact f) Exceed the City's sewer Threshold Standards? o o o ~ The threshold standards require that sewage flows and volumes not exceed City Engineering Standards, Individual projects will provide necessary improvements consistent with Sewer Master Plan(s) and City Engineering Standards, The proposed project would comply with this threshold standard, Response to XVlIf. The proposed roadway improvement project will not affect the existing sewage treatment demand and, therefore, will not adversely impact the City of Chula Vista's sewer threshold standards, Mitigation. No significant impacts have been identified; therefore, no mitigation is required, g) Exceed the City's water Threshold Standards? D D D ~ The threshold standards require that adequate storage, treatment, and transmission facilities be constructed concurrently with planned growth and that water quality standards are not jeopardized during growth and construction, The proposed project would comply with this threshold standard, Response to XVlIg. The proposed roadway improvement project will not affect the eXlstmg water demand and, therefore, will not adversely impact the City ofChula Vista's water threshold standards, Mitigation. No significant impacts have been identified; therefore, no mitigation is required, h) Exceed the City's air quality Threshold Standards? D D ~ D The threshold standards require that the Growth Management Oversight Commission (GMOC) shall be provided with an annual report which: . Provides an overview and evaluation of local development projects approved during the prior year to determine to what extent they implement measures designed to foster air quality improvement pursuant to relevant regional and local air quality improvement strategies, . Identifies whether the City's development regulations, policies, and procedures relate to and are consistent with current applicable federal, state, and regional air quality regulations and programs, Identifies non-development specific activities being undertaken by the City toward compliance with relevant federal, state, and local regulations regarding air quality and whether the City has achieved compliance, 42 East H Street Response to XVIIh. The proposed project is not growth inducing and has been designed to provide reduced traffic congestion along portions of East H Street as well as on the surrounding street system, As described in the air quality report for the proposed project, a screening-level CO hot spot analysis was performed, The results of the analysis indicate that no violations of either the I-hour or the 8-hour average CO concentrations are anticipated at either of the intersections within the project area (RECON Environmental 2002b), The best management practices, as described in the air quality report, shall be utilized during construction in order to ensure that construction-related air quality impacts are kept below a level of significance, No significant operational or construction air quality impacts are expected to result from the East H Street improvements project. The proposed project is consistent with the goals and objectives of the RAQS and satisfies the threshold standard for air quality, Mitigation. No significant impacts have been identified; therefore, no mitigation is required, ISSUE Less Than Significant Potentially with Less Than Significant Mitigation Significant Impact Incorporation Impact No Impact 0 0 0 ~ i) Exceed the City's economics Threshold Standards? The threshold standards require that: . The GMOC shall be provided with an annual fiscal impact report that provides an evaluation of the impacts of growth on the City, both in terms of operation and capital improvements, This report should evaluate actual growth over the previous l2-month period, as well as projected growth over the next 12- to 18-month period, and 5- to 7-year period. . The GMOC shall be provided with an annual 'development impact fee report,' which provides an analysis of development impact fees collected and expended over the previous 12-month-period, Response to XVIIi. The proposed roadway improvement project will have no adverse impact on the City of Chula Vista's economics nor will it result in an exceedance of the City's economic threshold standards, Mitigation. No significant impacts have been identified; therefore, no mitigation is required, j) Exceed the City's schools Threshold Standards? o o o ~ The threshold standard for schools requires that the City shall annually provide the two local school districts with a 12- to 18-month development forecast and request an evaluation of their ability to accommodate the forecasted and continuing growth, The Districts' replies should address the following: . Amount of current capacity now used or committed, . Ability to absorb forecasted growth in affected facilities, 43 East H Street . Evaluation of funding and site availability for projected new facilities, . Other relevant information the District(s) desire(s) to communicate to the City and GMOC. The growth forecast and school district response letters shall be provided to the GMOC for inclusion in its reVIew, Response to XVIIj. The proposed roadway improvement project will have no adverse impact on the City of Chula Vista's schools nor will it result in an exceedance of the City" s schools threshold standards, Mitigation. No significant impacts have been identified; therefore, no mitigation is required, ISSUE Potentially Significant Impact Less Than Significant with Mitigation Incorporation Less Than Significant Impact No Impact k) Exceed the City's libraries Threshold Standards? o o o g- The threshold standard for libraries in Chula Vista is based on a population ratio, which requires that 500 square feet (gross) of adequately equipped and staffed libraries be provided per 1,000 population, Response to XVIIk, The proposed roadway improvement project will have no adverse impact on the City ofChula Vista's libraries nor will it result in an exceedance of the City's libraries threshold standards. Mitigation, No significant impacts have been identified; therefore, no mitigation is required, 44 ISSUE East H Street Potentially Significant Impact Less Than Significant with Mitigation Incorporation No Impact Less Than Significant Impact XVIII. MANDATORY FINDINGS OF SIGNIFICANCE, a) Does the project have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory? b) Does the project have the impacts that are individually limited, but cumulatively considerable? ("Cumulatively considerable" means that the incremental effects of a project are considerable when viewed in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projects.) c) Does the project have environmental effects, which will cause substantial adverse effects on human beings, either directly or indirectly? o o ~ o o o o ~ o o ~ o Response to XVIIla. The project will not substantially reduce the amount of biological habitat or threaten any biological community, including rare or endangered plants and animals, Potential impacts to raptors would not substantially reduce the amount of raptor habitat in the vicinity of the project area, The removal of predominantly ornamental, non-native vegetation, including a small quantity of sycamore and eucalyptus trees, will result in a less than significant impact to the biological community, The proposed improvements to East H Street will not degrade the quality of the environment. The project will not eliminate important examples of major periods of California history or prehistory, Response to XVIIIb. The proposed project is located in an urbanized, development area. The proposed addition of a fourth westbound travel lane for approximately 1,700 feet on East H Street is consistent with the goals and objectives of all applicable environmental and planning regulations, The cumulatively considerable impacts of the East H Street Improvements Project are, therefore, less than significant. Response to XVIIIc. See CommentslResponses for Issue VII (Hazards and Hazardous Materials). The proposed project does not have environmental effects which will cause substantial adverse, direct, or inqirect effects on human beings, 45 East H Street XIX, PROJECT REVISIONS OR MITIGATION MEASURES Air Qualitv There is the potential for significant, short-term air quality impacts to occur during the construction of the proposed roadway improvements, The following mitigation measures would reduce these impacts to below a level of significance, Mitigation Measures: I, Dust reducing measures shall include watering of graded surfaces in accordance with the most stringent County of San Diego Air Pollution Control District and California Air Resources Board rules and regulations and the restriction of all construction vehicles and equipment to travel along established and regularly watered roadways at specified speeds, 2, During construction, stockpiled materials that can potentially become airborne shall be covered or watered in accordance with the most stringent County of San Diego Air Pollution Control District and California Air Resources Board rules and regulations, If airborne materials will need to be stockpiled within the roadway, construction shall not commence during these periods until 8:00 A,M, 3, During construction, dirt and debris shall be washed down or swept up as soon as practicable to reduce the resuspension of particulate matter caused by vehicle movement over such material. Approach routes to the construction area shall be cleaned daily of construction-related dirt and debris, 4. In accordance with California Vehicle Code Section 23114, vehicles transporting loads of aggregate materials must cover/tarp the material, or if not covered, the material must be no nearer than six inches from the upper edge of the container area where the material contacts the sides, front, and back of the cargo container area, and the load shall not extend, at its peak, above any part of the upper edge of the cargo container area, 5, Construction equipment shall be tuned in accordance with the applicable manufacturers' specifications prior to the start of construction and shall be maintained in proper working order in order to minimize air pollutant emissions; use of low pollutant-emitting construction equipment, including electrical-powered equipment, shall be used as practical. 6, Soil disturbance and travel on unpaved surfaces shall be suspended when wind speeds exceed 25 miles per hour. 46 East H Street Biology Seyerallarge trees including eucalyptus and sycamore trees are located within the project area, within the landscaped area north of East H Street. At least two sycamore and two eucalyptus trees would likely need to be removed in order to accommodate the additional lane and retaining walls proposed with the project. Sycamore and eucalyptus trees may provide a nesting habitat for raptors, including Cooper's hawk, All active raptor nests are protected under the California Department of Fish and Game Code Section 3503.5, The loss of an active raptor nest by removal associated with project construction would be considered a significant impact requiring mitigation, Vegetation including primarily Diegan coastal sage scrub exists as close as 100 feet from the western boundary of the project site, This vegetation provides potential habitat for the coastal California gnatcatcher. Mitigation Measures: I, Prior to the removal or alteration of any mature trees or the commencement of construction activities during the raptor nesting season, identified as December 1 through July 31 in the Draft Chula Vista MSCP Subarea Plan, a qualified biologist shall conduct a pre-construction survey of such trees as well as those within the construction impact area established by the biologist. In the event that a nest(s) is found during the survey, appropriate construction setbacks deemed appropriate by a qualified biologist to protect young birds until they are no longer dependent upon the nest shall be established, No restrictions with respect to tree removal or construction setbacks shall apply outside the raptor nesting season, 2, Prior to the approval of any improvement plans or the issuance of any grading permit, the Environmental Review Coordinator shall ensure that the plans and specifications include a note regarding the survey requirements and construction restrictions during the raptor nesting season as outlined in measure #1. 3, During the gnatcatcher breeding season, between February IS and August IS, noise levels generated by project-related construction activities shall not exceed 60 dB CNEL within any area containing an occupied nest or, if no occupied nest exists, within the area occupied by a potential breeding pair in order to prevent construction noise from negatively impacting breeding success, Where the ambient noise level is greater than 60 dB CNEL, the ambient noise level shall not be exceeded as a result of project-related construction, If an occupied nest or potential breeding pair is identified during a pre-construction survey, noise mitigation techniques, such as temporary noise walls or berms or modifications to construction activities, deemed necessary to attenuate construction noise levels within affected areas to 60 dB CNEL or less shall be formulated by a qualified biologist and qualified acoustician and shall be implemented during the breeding season, The qualified acoustician shall monitor the success of any noise attenuation measures that are implemented; where a violation of the noise level limit is identified, the acoustician shall 47 East H Street immediately notify the Environmental Review Coordinator so that construction activities can be halted or reduced to avoid further exceedances of the limit until sufficient alternate or modified noise attenuation measures, if any, can be implemented, 4, Prior to the approval of any improvement plans or the issuance of any grading or building permit, the Environmental Review Coordinator shall ensure that the plans and specifications include a note regarding the construction noise restrictions during the coastal California gnatcatcher breeding season as outlined in measure #3, Paleontologv There is a high paleontological resource sensitivity in the Terra Nova area, near the proposed East H Street Widening project. The disturbance of paleontological resources during project construction would be considered a significant impact requiring mitigation, Therefore, paleontological monitoring within undisturbed rock units shall be required, This does not, however, apply to fill areas, Mitigation Measure: I, Prior to the issuance of any grading permit, the applicant shall confirm to the City of Chula Vista Environmental Review Coordinator (ERC) that a qualified paleontologist has been retained to carry out the following mitigation program, A qualified paleontologist is defined as an individual with an M,S, or Ph,D, in paleontology or geology who is familiar with paleontological procedures and techniques, The following mitigation program shall be implemented to the satisfaction of the ERC: a, The paleontologist shall attend applicable preconstruction meetings to consult with grading and excavation contractors, b. A paleontological monitor shall be on-site at all times during the original cutting of previously undisturbed geologic formational material to inspect cuts for fossils (A paleontological monitor is defined as an individual who has experience in the collection and salvage of fossil materials,), The paleontological monitor shall work under the direction of a qualified paleontologist. c, If fossils are discovered, the paleontologist (or paleontological monitor) shall oversee the recovery of such resources, In instances where recovery requires an extended salvage period, the paleontologist (or paleontological monitor) shall be allowed to temporarily direct, divert, or halt grading to allow for the recovery of fossils in a timely manner. Where deemed appropriate by the paleontologist (or paleontological monitor), a screen- washing operation for small fossil remains shall be set up, d, Prepared fossils, along with copies of all pertinent field notes, photographs, and maps, shall be deposited (with the applicant's permission) in a scientific institution with paleontological collections such as the San Diego Natural History Museum, A final 48 East H Street summary report shall be completed which outlines the results of the mitigation program, This report shall include discussion of the methods used. stratigraphy exposed, fossils collected, and significance of recovered fossils. 49 East H Street XX, AGREEMENT TO IMPLEMENT MITIGATION MEASURES By signing the line provided below, the Applicant(s) and/or Operator(s) stipulate that they have each read, understood, and have their respective company's authority to and do agree to the mitigation measures contained herein and will implement same to the satisfaction of the Environmental Review Coordinator, Failure to sign the line provided below prior to posting of this Mitigated Negative Declaration with the County Clerk shall indicate the Applicant's and/or Operator's desire that the Project be held in abeyance without approval and that the Applicant(s) and/or Operator(s) shall apply for an Environmental Impact Report, ~t'V:;jdl~)œ'i) Sig !.Ure ~ £;)2:;,A ¿ Date - I' f. Jt:; _!It 1.IÍ ~ .;../II)úJL%¡) Printed Name and Title ,'I r-- GI t W _::1"/1,;;':/) 17 ~} , - ¿llll cF L )Jt,kí hil?'L. Ag nt For XXI, ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED The environmental factors checked below would be potentially affected by this Project, involving at least one impact that is a "Potentially Significant Impact" or "Potentially Significant Unless Mitigated," as indicated by the checklist on the preceding pages, D Aesthetics [8] Biological Resources D Hazards & Hazardous Materials D Mineral Resources D Public Services D Utilities / Service Systems D Agriculture Resources [8J Cultural/Paleontological Resources D Hydrology / Water Quality D Noise D Recreation D Mandatory Findings of Significance [8J Air Quality D Geology / Soils D Land Use / Planning D Population / Housing D Transportation / Traffic 50 East H Street XXII, DETERMINATION On the basis of this initial evaluation: I find that the proposed project COULD NOT have a significant effect on the environment, 0 and a NEGATIVE DECLARATION will be prepared, I find that although the proposed project could have a significant effect on the environment, !8J there WILL NOT be a significant effect in this case because the mitigation measures described on an attached sheet have been added to the project. A MITIGATED NEGATIVE DECLARATION will be prepared, I find that although the proposed project MAY have a significant effect on the environment, D and an ENVIRONMENTAL IMPACT REPORT is required. I find that the proposed project MAY have a significant effect(s) on the environment, but at 0 least one effect: 1) has been analyzed adequately in an earlier EIR pursuant to applicable standards, and 2) has been addressed by mitigation measures based on the earlier analysis as described on attached sheets, if the effect is a "potentially significant impacts" or "potentially significant unless mitigated." An ENVIRONMENTAL IMPACT REPORT is required, but it must analyze only the effects that remain to be addressed, I find that although the proposed project could have a significant effect on the environment, D there WILL NOT be a significant effect in this case because all potentially significant effects (a) have been analyzed adequately in an earlier EIR pursuant to applicable standards and (b) have been avoided or mitigated pursuant to that earlier EIR, including revisions or mitigation measures that are imposed upon the proposed project. An addendum has been prepared to provide a record of this determination, IiA~ t (). 7ItlL .fa. r Marilyn R. F, Ponseggi Environmental Review Coordinator C/27/02 I I Date RECON Number 3583E Document Number 15-02-36 51 APPENDIXES to the Environmental Checklist are bound separately EAST H STREET WIDENING Appendixes to the Mitigated Negative DeclarationlEnvironmental Checklist June 2002 RECON APPENDIXES TO THE EAST H STREET WIDENING MITIGATED NEGATIVE DECLARATION! ENVIRONMENTAL CHECKLIST Prepared for CITY OF CHULA VISTA PLANNING & BUILDING DEPARTMENT 430 F STREET CHULA VISTA, CA 91910 Prepared by RECON NUMBER 3583E JUNE 27, 2002 1927 Fifth Avenue San Diego, CA 921 01-2358 P 619,308,9333 F 619,308,9334 o This document printed on recycled paper RECON APPENDIXES APPENDIX A Air Quality Report AIR QUALITY REPORT FOR THE EAST H STREET WIDENING PROJECT CHULA VISTA, CALIFORNIA Prepared for CITYOFCHULA VISTA PLANNING & BUILDING DEPARTMENT 430 F STREET CHULA VISTA, CA 91910 Prepared by ~w- D'~ MATT BEULEN ENVIRONMENTAL ANALYST RECON NUMBER 3583Q MAY 29, 2002 1927 Fifth Avenue, Suite 200 San Diego, CA 92101·2358 619 / 308-9333 fax 308-9334 o This document printed on recycled paper RECON TABLE OF CONTENTS D, State Implementation Plan E. The California Environmental Quality Act F, San Diego Air Pollution Control District 1 1 2 2 5 5 9 9 10 10 11 Summary Introduction and Project Description A. Project Background B, Project Description Regulatory Framework A. Federal Regulations B, State Regulations C. Toxic Air Contaminants Environmental Setting A. Meteorological Setting B, Existing Air Quality 11 11 12 Thresholds of Significance A, California Air Resources Board B. County of San Diego 19 19 19 Air Quality Assessment A. Construction-Related Impacts B, Operation-Related Impacts C. Carbon Monoxide Hot Spot Screening Analysis 20 20 21 24 TABLE OF CONTENTS (cont.) Conclusions and Recommendatious 28 A. Construction 28 B. Operation 29 References Cited 30 FIGURES I: Regional Location 2: Aerial Photograph of the Project 3: Monitoring Station Locations in the San Diego Air Basin 3 4 14 TABLES I: Ambient Air Quality Standards 7 2: Summary of Air Quality Data for the San Diego Air Basin 15 3: Number of Days Air Quality Standards Were Exceeded at the Chula Vista Monitoring Station 16 4: Exhaust Emission Factors from Typical Construction Equipment 22 5: Existing Traffic Volumes and Red Time Percentages at East H StreetlHidden Vista Drive Intersection 26 6: Existing Traffic Volumes and Red Time Percentages at East H Street! Interstate 805 On/off-ramp 27 7: Results from the Screening Analysis - 8-hour Average CO Concentration ~~ ~ Summary This report evaluates potential local and regional air quality impacts associated with the proposed East H Street Improvements project. The project proposes the widening of East H Street in the City of Chula Vista from three to four westbound lanes for a total of approximately 1,700 feet. The purpose of the project is to increase the roadway capacity and decrease traffic congestion in order to maintain compliance with the City of Chula Vista's growth management threshold standards for traffic congestion, The San Diego Air Basin is currently classified as a federal non-attainment area for ozone and a state non-attainment area for both Particulate Matter Less than 10 Microns (PM 10) and ozone. The proposed project is consistent with the goals and objectives of the current Regional Air Quality Strategy (RAQS) and the State Implementation Plan (SIP), A screening-level carbon monoxide (CO) hot spot analysis was performed at intersections in the project area in order to determine the potential for localized violations of state and federal CO concentration standards as a result of roadway traffic, Results from this analysis, as described in this report, indicate that no violations of either the one-hour or the eight-hour average CO concentrations are anticipated at either of the intersections within the project area, The roadway capacity will increase as a result of the proposed project, while traffic volumes on East H Street will not be affected by the project, Therefore, traffic congestion on East H Street will be reduced as a result of the project. Reduced congestion will result in a reduction in the amount of vehicle-related air pollutants emitted in the San Diego Air Basin (SDAB), As a result, it can be concluded that the proposed project will result in local and regional air quality improvement, Finally, a list of standard dust and emissions control measures is also included in this report, These measures are required during project construction to reduce any project construction-related dust and emissions effects to a less than significant level. Introduction and Project Description The purpose of this report is to assess potential short-and long-term local and regional air quality impacts resulting from implementation of the proposed East H Street Improvements project. The analysis considers air emissions to the air basin from implementation of the project. Additionally, a microscale carbon monoxide analysis was performed to assess the potential adverse effects of emissions from the surrounding roadways on future residents within the project area vicinity, Air pollution affects all southern Californians. Effects can include the following: I · Increased respiratory infection · Increased discomfort · Missed days from work and school · Increased mortality Polluted air also damages agriculture and our natural environment. The analysis of impacts is based on state and federal ambient air quality standards and is assessed in accordance with the guidelines, policies, and standards established by the City of Chula Vista and the San Diego Air Pollution Control District (SDAPCD). Project compatibility with the adopted air quality plan for the area is also assessed, Measures are recommended, as required, to reduce potentially significant impacts. A. Project Background The proposed project site is located in the city of Chula Vista, which is the largest city in the South Bay area of metropolitan San Diego and the second largest city in San Diego County, Chula Vista is located approximately seven miles south of the city of San Diego's downtown business district and approximately seven miles north of the international border near Tijuana, Mexico (Figures I and 2), East H Street, east of Interstate 805 (1-805) is the northernmost of three parallel routes that are expected to serve Chula Vista's southern Sweetwater community and Eastern Territories. The neighborhoods and planned areas of the Eastern Territories are projected to experience rapid growth over the next two decades, increasing the traffic demand on East H Street. East H Street is classified as a six-lane Prime Arterial from 1-805 to Otay Lakes Road, and a four-lane Major Arterial east of Otay Lakes Road, Currently, East H Street contains six lanes of divided roadway that narrows to four lanes of divided travel east of Otay Lakes Road, Both sides of East H Street have bike lanes and the posted speed limit is 40 miles per hour (mph), There are also several bus stops along East H Street, including one within the project area located on the north side just east of Hidden Vista Drive, B. Project Description The project proposes the widening of East H Street in the city of Chula Vista from three to four westbound lanes for a total of approximately 1,700 feet. The project area is the segment of East H Street located between 1-805 and a point located approximately 600 feet east of Hidden Vista Drive (see Figures I and 2), Another component of the project is the relocation of a bus stop and bus shelter from their current location east of Hidden 2 k-O-y'~~ ,- 1._"{~(tÇ-J ]. T- I \ ~I lf2tff~t1' , ¿' ..' P°lvay i: ,;" -___ncho \~ cAD '"<" i P nasquito r j, ,"--....-'),,-' DeÌ,~ t ~ r ~ ..: y:.-.,; (c'"- \'-::,- 56 ~~V I ,,~D , , t' ..----J' /'I, ------PO'.. I,· ., ì ...... ,~ ' ,~r r \W. ~,t Mi~3a;' --' , "'~~ ~ '~~~;;,r 6 . '1 "f" 2 ~ i. '\{: ì'.(~ I, j ß.L. . ~ /JJ! ~ ~ ~L I 7 /{j ( MéaMramar V lh-' -y _ X ^ i?'Y/ "< r' ÍI I Air Stalion Þ - ~ ~ ,', "7 '.f ~ í \' ~~ate \. 7' >~ ,,'>-\ - ¡, ~ ¡ I:: 01 . -:'-' _1>-,' /'/ \J?:~ ,\W \ ~ /i r 1 .~' .",,~ "'I ( r 0:" /fl.",:, , I.. ~~ \... ',~~ ~' ,1.,! 'J. _ I'.. ,,",~~ ~..... \ l/1" 1'0,' '=--'=¡ '~~. ';:::::: '\ '1 il I--/'- ~M/jeld ,"W ) 'r , 'Ji.... ,i , '" ~ V' ~ ()/f" ~e V- '1. '-../ v" \ -/1">7" r) I V ~ .-J , t «' .,~'--~"'" . -..; I I J (\ '~ Sweetwatf'r ~ ~. \:-:::..'-....,. ,~J .¡..----~ 7' __í /) Y Reservo,¡r \~ ·<~~l..~",~~~· - 'f '.\ ,(" , J?', ~ \...., ; tit.- ~ ~ . t ~ .~-\ k-: ' .,' II(; '''I ,/ C, Lower Otay \..l'.../~ --\ ~, :¡. / Reservoir , (/~ ~ ,,' ~'~'~I~~~ BrownField \ ~ I' '- lEX CO '-J ~ -..;;r - ' , 'fi\ '9\..J -- , ¡'J( 1.. f . " ¡ ~J San ~~ ~ Pacific OCeIln ~fL~N [@ 1\ . Project location Miles 4 FIGURE 1 Regional Location M:~obs\3S83wrp\mcc.IlpMII(regl) - final 03118102 ~ ~ o Ern N Image Source: 2001 AirPhotoUSA (flown January 2001) 11 LlJU c::::J Project boundaJy I ill I t o~ Pm 400 (->=) Aerial PhotOgra:~;::'c: M:~obsI3583\blO\gìs\blotcc.apMg3(acnal) -final 06103/02 Vista Drive on East H Street to a location west of Hidden Vista Drive, Also included in the project is the construction of several retaining walls along portions of the embankment located north of the project portion of East H Street. These retaining walls are proposed as vegetated, crib walls of varying lengths, ranging from 40 feet to 490 feet and varying heights, ranging from zero feet to a maximum height of 9,5 feet, The project will require the relocation of the existing five-foot-wide bike lane to a location at the northern edge of the proposed roadway, The purpose of the project is to increase the roadway capacity and decrease traffic congestion in order to maintain compliance with the City of Chula Vista's growth management threshold standards for traffic congestion, Regulatory Framework About 60 percent of our air pollution comes from mobile sources, These mobile sources consist mainly of cars, trucks, and buses, but also include construction equipment, trains, and airplanes, Emission standards for mobile sources are established by state and federal agencies such as the California Air Resources Board (CARB) and the U, S, Environmental Protection Agency (EPA), Reducing mobile source emissions requires the technological improvement of existing mobile sources and the examination of future mobile sources such as those associated with new or modification projects, The East H Street improvement project is an example of one of these projects, The regulatory framework described below details the federal and state agencies that are in charge of monitoring and controlling mobile source air pollutants and what measures are currently being taken to achieve and maintain healthful air quality in the San Diego Air Basin, The state of California is divided geographically into 15 air basins for the purpose of managing the air resources of the state on a regional basis, Areas within each air basin are considered to share the same air masses, and therefore, are expected to have similar ambient air quality. If an air basin is not in either federal or state attainment for a particular pollutant, the basin is classified as moderate, serious, severe, or extreme (there is also a marginal classification for federal non-attainment areas). A. Federal Regulations The federal Clean Air Act (CAA) was enacted in 1970 and amended in 1977 and 1990 [42 U,S,c. 7506(c)] for the purposes of protecting and enhancing the quality of the nation's air resources to benefit public health, welfare, and productivity, In 1971, in order to achieve the purposes of Section 109 of the CAA, the EPA developed primary and secondary national ambient air quality standards (NAAQS). Six pollutants of primary concern were designated: ozone, carbon monoxide, sulfur dioxide, nitrogen dioxide, lead, and suspended particulates (PMIO), The primary NAAQS must "protect the public health with an adequate margin of safety" and the secondary standards must 5 "protect the public welfare from known or anticipated adverse effects (aesthetics, crops, architecture, etc,)" (federal Clean Air Act 1990:Section 109), The primary standards were established, with a margin of safety, considering long-term exposure for the most sensitive groups in the general population (i.e" children, senior citizens, and people with breathing difficulties), The current state and federal ambient air quality standards are shown in Table 1. If an air basin is not in federal attainment for a particular pollutant, the basin is classified as marginal, moderate, serious, severe, or extreme, The San Diego Air Basin is a non- attainment area for ozone and is further classified as a serious non-attainment area (County of San Diego 2002a), As required by the federal Clean Air Act, several actions have been taken in San Diego to reduce ozone concentrations in the basin and continue toward the goal of reaching attainment status, These actions include: · Transportation Control Measures if vehicle travel and emissions exceed attainment demonstration levels, · Enhanced motor vehicle inspection and maintenance program, · Clean-fuel vehicle program. As stated above, the SDAB is classified as a "serious" ozone non-attainment area, The serious non-attainment classification, based on the amount of pollutant above the standard, determines the minimum federal control requirements and the federal attainment deadline for the San Diego region, The federal ozone attainment deadline for the SDAB was November 15, 1999. However, pollution transported from the Los Angeles region, currently the smoggiest area in the nation, prevented San Diego County from having the three consecutive clean years required to meet the attainment deadline, Because a number of areas in the country have been identified as being unable to meet their attainment dates due to pollutant transport from outside the area, the EP A has issued guidelines under which the air quality attainment dates may be extended for areas affected by downwind transport, Ozone levels were measured to have exceeded the federal one-hour clean air standard only once in 2001 (it occurred on May 8, 2001). Prior to that, the standard had not been exceeded since August 30, 1998, In order to attain the federal one-hour ozone standard, each monitoring station within an air basin cannot exceed the standard more than three times in three years, For the first time, in 2001, the San Diego Air Basin met the one-hour federal standard for ozone, as required by the federal Clean Air Act. However, the basin will remain officially designated as a serious non-attainment area until a formal request to redesignate to attainment is made by the SDAPCD and CARB, and EPA finds all 6 TABLE 1 AMBIENT AIR QUALITY STANDARDS Maximum Concentration Averaged Over Specified Time Period Pollutant State Standard Federal Standard Ozone (03) 0,09 ppm 0.12 ppm (180 µg/m3) (235 µg/m3) I hr. I hr. Ozone (03) 0,08 ppm (157 µg/m3) 8 hr. Carbon monoxide (CO) 9,0 ppm 9ppm (10 mg/m3) (10 mg/m3) 8hr. 8 hr. Carbon monoxide (CO) 20,0 ppm 35.0 ppm (23 mg/m3) (40 mg/m3) I hr, I hr. Nitrogen dioxide (N02) 0.25 ppm 0.053 ppm (470 µg/m3) (100 µg/m3) I hr, Annual Arithmetic Mean Sulfur dioxide (SOz) 0,03 ppm (80 µg/m3) Annual Arithmetic Mean Sulfur dioxide (SOz) 0,04 ppm 0.14 ppm (105 µg/m3) (365 µg/m3) 24 hr, 24 hr, Sulfur dioxide (S02) 0,25 ppm 0,5 ppm (655 µg/m3) (1,300 µg/m3) I hr, 3 hr. Respirable particulate 50 µg/m3 ISO µg/m3 matter (PMJO) 24 hr, 24 hr. Respirable particulate 30 µg/m3 50 µg/m3 matter (PMJO) Annual Annual Geometric Mean Arithmetic Mean Fine particulate matter No Separate 65 µg/m3 (PM2.5) State Standard 24 hr. Fine particulate matter No Separate 15 µg/m3 (PMz.5) State Standard Annual Arithmetic Mean Lead (Pb) 1.5 µg/m3 1,5 µg/m3 30-day Average Calendar Quarter SOURCE: State of California 2000, ppm = parts per million; µg/m3 = micrograms per cubic meter. statutory criteria for redesignation have been met. The SDAPCD anticipates submitting a request for redesignation later this year, In 1997, the EP A established new federal air quality standards for ozone and fine particles (PM2.5), The EP A promulgated a new eight-hour ozone standard of eights parts per hundred million (pphm) that is, to replace the existing one-hour standard of 12 pphm, In those areas currentl y in attainment of the one-hour standard, the one-hour standard was replaced by the eight-hour standard, However, the existing one-hour standard continued to apply in each nonattainment area (such as San Diego) until attainment of the one-hour standard was achieved. After attainment of the one-hour standard, the one-hour standard is revoked, leaving only the eight-hour standard (County of San Diego 1999), With the suspension of the enforcement ability of the eight-hour standard, the EP A felt that those areas where the one-hour standard had been revoked were no longer protected by any federal ozone standard, Consequently, on July 5, 2000, the EPA reinstated the one-hour ozone standard for all areas where the one-hour standard had been revoked, thereby ensuring that the entire nation was covered by the old one-hour ozone standard, The EPA has recently been unable to implement and enforce the eight-hour ozone and the PM2.5 standards established in 1997 as a result of several legal challenges, However, in March 2002, a federal appeals court dismissed the final challenges to these new standards, allowing the EPA to proceed in implementing the standards. The new federal fine particles standard established in 1997 targets PM2.5 or inhalable particles that are 2.5 microns or less in diameter. Despite the new PM2.5 standard, the existing federal standard for particles that are 10 microns or less in diameter (PMJO) will be retained, Federal regulations required PM2.5 monitoring to begin on January I, 1999 (County of San Diego 1999), Monitoring data is currently being collected at five monitoring sites in the SDAB in order to make a determination as to whether the PM2,5 standard is currently being met in the Basin, At least three years of data are required in order to make a determination on whether a basin is in attainment for PM2.5' The preliminary data from the first few years of PM2,5 data indicates that the SDAB will be close to meeting the new PM2.5 standards and a determination on the attainment status of the Basin could be made as early as later this year (County of San Diego 2002b), The EP A will allow five years to gather and analyze necessary PM2,5 data, and then use its discretion under the Clean Air Act to allow another three years for areas that are not in compliance to submit air quality plans on how they will meet the new standard, Following another year and a half for review of the plans, it will be several more years before many areas will actually have to comply with the new PM2.5 standard (V,S, EPA 1997), 8 B. State Regulations The EP A allows states the option to develop different (stricter) standards, The state of California generally has set more stringent limits on the six pollutants of national concern (see Table I). The California Clean Air Act (CCAA), also known as the Sher Bill or Assembly Bill (AB) 2595, was signed into law on September 30, 1988 and became effective on January I, 1989, The CCAA requires that districts implement regulations to reduce emissions from mobile sources through the adoption and enforcement of transportation control measures, As a state serious ozone non-attainment area, San Diego is subject to various requirements including (County of San Diego 1998): . Five percent annual reduction in hydrocarbons and oxides of nitrogen emissions from 1987 until standards are attained, If this reduction cannot be obtained, all feasible measures must be implemented, . Air quality permitting program requiring: (I) Best Available Control Technology (BACT) on new and modified equipment that emits 10 or more pounds per day of nonattainment pollutants or precursors, and (2) emission offsets for all increases in emissions of nonattainment pollutants or precursors at sources with emissions of nonattainment pollutants or precursors of 15 or more tons per year, With respect to the new federal standards for ozone and PM2,j, the existing state standards for ozone and PMIO will remain unchanged, C. Toxic Air Contaminants The public's exposure to toxic air contaminants (T ACs) is a significant public health issue in California. In 1983, the California Legislature enacted a program to identify the health effects of T ACs and to reduce exposure to these contaminants to protect the public health (Assembly Bill [AB] 1807: Health and Safety Code sections 39650-39674), The Legislature established a two-step process to address the potential health effects from T ACs, The first step is the risk assessment (or identification) phase, The second step is the risk management (or control) phase of the process. Of particular concern to roadway projects, diesel-exhaust particulate matter emissions have since been established as T ACs, In order to address the diesel emissions concern in all of the state of California, CARB has adopted regulations that reduce diesel-exhaust particulate matter emissions, nitrogen oxides (NOx), and sulfur oxides (SOx), They include: 9 · A requirement for low sulfur/low aromatic diesel fuel that reduces particulate matter, NOx, and SOx emissions (October 1993); · Emission standards that restrict the amount of particulate matter emitted by new diesel cars, trucks, urban buses, and heavy-duty trucks (phased-in from 1982 through 1996); · Emissions standards for NOx emissions from diesel cars, trucks, and urban buses (phased in from 1984 through 2004); · The roadside testing of heavy-duty on-road vehicles for excessive particulate matter emissions (1991) and a requirement for fleet inspection and maintenance of heavy- duty vehicles (June and July 1998); and · Emission standards that restrict the amount of particulate matter and NOx that can be emitted from many 1995 and newer diesel-utility engines, The airborne toxic control measure (ACTM) development process described above will determine whether additional regulations and control of diesel-exhaust emissions are required, D. State Implementation Plan The State Implementation Plan is the document that sets forth the state's strategies for achieving the air quality standards, The San Diego Air Pollution Control District (APCD) is responsible for preparing and implementing the portion of the SIP applicable to the SDAB, The San Diego APCD adopts rules, regulations, and programs to attain state and federal air quality standards, and appropriates money (including permit fees) to achieve these objectives. E. The California Environmental Quality Act Section 15l25(d) of the California Environmental Quality Act (CEQA) Guidelines requires discussion of any inconsistencies between the proposed project and applicable general plans and regional plans, including the applicable air quality attainment or maintenance plan (or State Implementation Plan), The SIP for the San Diego Air Basin is the Regional Air Quality Strategy discussed below, 10 F. San Diego Air Pollution Control District The San Diego APCD is the agency that regulates air quality in the SDAB. The APCD prepared the 199111992 RAQS in response to the requirements set forth in AB 2595. The draft was adopted, with amendments, on June 30, 1992 (County of San Diego 1992), Attached as part of the RAQS are the transportation control measures (TCM) for the air quality plan prepared by the San Diego Association of Governments (SANDAG) in accordance with AB-2595 and adopted by SANDAG on March 27, 1992, as Resolution Number 92-49 and Addendum, The required triennial updates of the RAQS and corresponding TCM were adopted in 1995, 1998, and 2001. The RAQS and TCM plan set forth the steps needed to accomplish attainment of state and federal ambient air quality standards, The APCD has also established a set of rules and regulations initially adopted on January I, 1969, and periodically reviewed and updated, The rules and regulations define requirements regarding stationary sources of air pollutants, These rules and regulations are available for review on the agency's website (www.sdapcd.co.san-diego.ca.us). Environmental Setting A. Meteorological Setting Coastal southern California, including the city of Chula Vista is characterized by a Mediterranean climate consisting of warm, dry summers and mild, wet winters, The mean maximum and minimum temperatures for the city of Chula Vista, averaged over the past 30 years, are 69 degrees Fahrenheit and 54 degrees Fahrenheit, respectively, The average annual precipitation is approximately 9.3 inches, falling primarily from November through April (V,S, Department of Commerce 2000), On average, winter low temperatures in the project area fall into the middle 40s and summer high temperatures typically reach the middle 70s. 1. Dry Season During the dry season (typically May through October), the eastern Pacific high-pressure area, a semi-permanent feature of the general northern hemispheric circulation pattern, dominates the weather over much of southern California. Warm and very dry air descending from this Pacific High caps cool, ocean-modified air located near the surface, creating a strong inversion (a reversal of the typical decrease in temperature with height), Moisture trapped in this cool, lowest layer of the atmosphere forms the "marine layer." The marine layer is the prominent weather feature in the SDAB for much of the year, especially from late spring through early faiL II Daily variations in the strength of the Pacific high-pressure ridge result in variations in the depth and coverage of the marine layer, which typically thickens and advances inland during the night and early morning hours before retreating to the sea or "burning off" to hazy sunshine around midday, The same atmospheric conditions that create a desirable living climate combine to limit the ability of the atmosphere to disperse the air pollution generated by the large population that has been attracted to the area, The temperature inversion associated with the marine layer has a significant effect on the air quality within the SDAB. Warm air near the top of the inversion layer acts as a "lid" that forces air pollutants released near the ground to become trapped as their ability to disperse is diminished. Mountainous terrain that surrounds the basin also hinders the horizontal dispersion of pollutants and further increases pollutant concentrations within the SDAB. 2. Rainy Season From November through April, the eastern Pacific high-pressure ridge is displaced and southern California finds itself on the southern margins of the northern hemispheric polar jet stream. With cold air aloft, the marine layer often breaks down and is no longer as dominant during these cooler months, Storms originating over the North Pacific are sometimes fed with subtropical moisture and often push cold fronts across California from northwest to southeast. These storms and associated frontal boundaries provide a large majority of the area's annual rainfall. Such rainy season storms are migratory, result in alternating wet and dry periods from late fall through early spring, and often arrive with considerable irregularity in timing and duration. Generally speaking, the increased atmospheric mixing that results from the intermittent rainy season storms allows for the overall air quality within the basin to typically be better during these months than during the summer months, The prevailing wind in the San Diego Air Basin is from a northwesterly direction, This causes areas within the basin to be strongly influenced by the cool waters of the Pacific Ocean (as explained above), Occasionally, high pressure over the Great Basin will result in hot, dry easterly winds that are regionally called Santa Ana winds. These winds typically blow offshore and can bring some of the warmest temperatures of the year to the coastal areas of southern California, Santa Ana wind events occur most often during winter months, Occasionally, especially during the initial and final phases of a Santa Ana wind event, pollutant-laden air from the Los Angeles Basin can be drawn southward into San Diego County resulting in some of the poorest air quality days for area residents, B. Existing Air Quality The project area is within the SDAB, Air quality at a particular location is a function of the kind and amount of pollutants being emitted into the air locally and throughout the 12 basin, and the dispersal rates of pollutants within the region. The major factors affecting pollutant dispersion are wind speed and direction, the vertical dispersion of pollutants (which is affected by inversions), and the local topography. Air quality is commonly expressed as the number of days in which air pollution levels exceed state standards set by the CARB and federal standards set by the EP A (see Table I), The concentration of pollutants within the SDAB is measured at II stations maintained by the APCD and the CARE (Figure 3), The nearest monitoring station to the East H Street project is located less than one-mile southwest of the project site at 80 East J Street in downtown Chula Vista, Carbon Monoxide, Sulfur Oxide (S02), Nitrogen Oxide (N02), Ozone (03), PMIO, and PM2,5 are the criteria pollutants monitored at the Chula Vista station, The station does not monitor lead since the basin has been in attainment of the lead standard for some time, Table 2 summarizes the last five years of published monitoring data for the entire SDAB, Table 3 summarizes the last five years of published monitoring data from the Chula Vista monitoring station, The only federal clean air standard that has been exceeded in the SDAB during the past five years is the one for one-hour and eight-hour ozone concentrations, However, the more stringent state standards have been exceeded for both one-hour and eight-hour ozone concentrations and for PM 10, Nevertheless, the trend toward cleaner air in the SDAB is clearly evident in the data presented in Table 2, No federal clean air standards have been exceeded at the Chula Vista monitoring site between the year 1997 and the year 200 I, The more stringent state standards for both ozone and PMIO were exceeded occasionally during this period, but the data in Table 3 indicate, overall air quality in Chula Vista as representative of the East H Street project area, is very good in comparison to other areas of the SDAB, 1. Ozone The SDAB is currently designated a state and federal "serious" nonattainment area for ozone, However, peak ozone concentrations have steadily declined since 1978 (as reported by the APCD Fact Sheet 1997 scorecard), For example, in 2000, air quality in the SDAB exceeded the state standard for ozone on 24 days compared to 139 in 1990, Federal standards were not exceeded in 2000 compared to 39 days in 1990 (California Air Resources Board 2002), Table 2 shows that during the last five years for which annual summary data is available (1997-2001), the federal ozone standard was exceeded in the SDAB on 1,9,0,0, and 2 days, respectively. During these years, the state ozone standard was exceeded on 43, 54, 27, 24, and 29 days, respectively, The data for 1999 is significant because it indicates that for the first time since monitoring began the federal ozone standard was not exceeded in \3 ~ ~ M = '" .... = ~ '" = ~ ,... =:I .... ~ - .... =< rL1 ~ ~ = = ~ ~.... ~ - '... Q . ~;<:: = = = = rL1~ . - ! c ~ . ¿ '" , § ,. '<' .!! '" gp ~ ,:: " B 4 0 '13 '<, e '" .9 = ~. õ '1i1 0) .D .~ ~ , ~ '<:] c <:] - . t' . <:] '. ~. - - c.. :. . .<:] . , . ~ . <:] . ~ -' . . '. "'. . , .. . .~~ .' ~. . <:] «J " ..., Jj ~ c +- ~~III ~ ~ ] ! ';I, ~ ~ ~ ~ ~ o ~ ~ TABLE 2 SUMMARY OF AIR QUALITY DATA FOR THE SAN DIEGO AIR BASIN Number of Days Over Standard State Federal Pollutant 1997 1998 1999 2000 2001* 1997 1998 1999 2000 200P Ozone (a,) - I hour 43 54 27 24 29 9 0 0 2 Ozone (a,) - 8 hour NA NA NA NA NA 16 35 16 16 17 Carbon monoxide 0 0 0 0 0 0 0 0 0 0 (CO) - 8 hour Carbon monoxide 0 0 0 0 0 0 0 0 0 0 (CO) - 1 hour Nitrogen dioxide 0 0 0 0 0 NE NE NE NE NE (NO,) - State I hour; Federal annual avg. Sulfur dioxide (SO,) 0 0 0 0 0 NE NE NE NE NE - State 1 hour; Federal annual average Sulfur dioxide 0 0 0 0 0 0 0 0 0 0 (SO,) - 24 hour Particulates** 21 18 21 19 16 0 0 0 0 0 (PMIO) - 24 hour Lead (Pb) - State NE NE NE NE NE NE NE NE NE NE 30-day average; Federal calendar quarter SOURCE: www,arb,ca.gov 2002, Air Quality Data Statistics, *Preliminary **Calculated days exceeding standard; an estimate of the days expected to exceed the standard if there was sampling everyday, NE: standard not exceeded, NA: not applicable TABLE 3 CHULA VISTA AREA AIR QUALITY MONITORING SUMMARY (Days Standards Were Exceeded and Maxima For Periods Indicated) Pollutant/Standard 1997 1998 1999 2000 20()1* Ozone I-hr >0,09 ppm (s) 10 2 4 0 I I-hr >0,12 ppm (f) 0 0 0 0 0 Max I-hr Cone (ppm) 0,117 0,099 0,105 0,091 0,095 Carbon Monoxide I-hr >20 ppm (s) 0 0 0 0 0 I-hr >35 ppm (f) 0 0 0 0 0 Max 8-hr Cone (ppm) 3,76 2,73 2,83 3.35 3,69 Nitrogen Dioxide I-hr > 0.25 ppm (s) 0 0 0 0 0 Max l-hr Cone (ppm) 0,109 0,104 0.100 0,072 0,070 Sulfur Dioxide 24-hr > 0,04 ppm (s) 0 0 0 0 0 24-hr > 0.14 ppm (f) 0 0 0 0 0 Max 24-hr Cone (ppm) 0,021 0,020 0.017 0,012 0,012 PMIO 24-hr> 50 µglm3 (s) 2 0 2 I I 24-hr> 150 µglm3 (f) 0 0 0 0 0 Max Daily (µglm3) 58.0 39,0 59,0 52,0 64,0 (s) represents the state standard (f) represents the federal standard * Preliminary Lead concentrations in the SDAB have not exceeded the state or federal standard during at least the past 10 years, the SDAB (County of San Diego 2000a), It should be noted that the 2001 data presented throughout this report is preliminary and subject to further review by the CARB. At the Chula Vista monitoring station, the federal ozone standard was not exceeded during the five-year period from 1997 to 2001. The stricter state standard for ozone was exceeded at the Chula Vista monitoring station on I, 10,2,4,0, and 3 days, respectively, during the same years (see Table 3), Ozone presents special control strategy difficulties in the SDAB because of the climatological and meteorological factors explained earlier. Ozone is the end product of a chain of chemical reactions that produces photochemical smog from hydrocarbon and NOx emissions, A major source of hydrocarbon and NO, emissions is motor vehicle exhausts, In the SDAB, only part of the ozone contamination is derived from local sources, As indicated previously, under certain meteorological conditions contaminants from the South Coast Air Basin (the air basin to the north that includes the Los Angeles metropolitan area) become windborne over the ocean and drift into the SDAB. When this happens, the combination of local and transported pollutants produces the highest ozone levels measured in the basin, In 1992, pollution transported from the greater Los Angeles area was responsible for II out of 19 days over federal standards. On average, approximately 42 percent of the days over state standards between 1987 and 1994 were attributable to pollution transported from Los Angeles (SANDAG 1994:249-250), More recent data provided by the APCD indicates that transported pollutants account for an even higher percentage, For example, during the years 1994 through 1998, ozone concentrations in San Diego County exceeded the federal ozone air quality standard on 9, 12,2, I, and 9 days, respectively. Peak ozone concentrations were attributed primarily to emission sources within San Diego County on only two of the nine days in 1994, two of the 12 days in 1995, none of the days in 1996 or 1997, and only two of the nine days in 1998, Ozone transported into San Diego County from the South Coast Air Basin was the primary cause for the Basin exceeding federal ozone thresholds on 27 of a total of 33 days 1994 to 1998 (County of San Diego 2000a). Local agencies can control neither the source nor the transportation of pollutants from outside the basin, The APCD's policy, therefore, has been to control local sources effectively enough to reduce locally produced contamination to clean air standards. The APCD concurs with the conclusions of the most recent Regional Transportation Plan that ozone remains the major primary pollutant in the San Diego region (County of San Diego 1998), 17 2, Carbon Monoxide No violations of the state standard have been recorded for carbon monoxide since 1991 and no violations of the federal standard have been recorded since 1989. The basin is classified as a state and federal attainment area for carbon monoxide (County of San Diego 1998), 3, Particulates (PMIO and PM2.s) Particulates within the respirable range (10 microns in size or less) are reported as an annual measure, Federal standards for PMIO have never been exceeded since the standards were established in 1987, However, the stricter state standards are not met. Currently, EP A has designated San Diego County as unclassifiable, The state has designated the SDAB as a non attainment area for PM 10, Table 2 shows that the state PMIO standard was exceeded in the SDAB each year from 1997 through 2001, At the Chula Vista monitoring station, the calculated number of days that the state PMIO standards were exceeded were two days in 1996, two days in 1997, two days in 1999, one day in 2000, and one day in 200 I, with no exceedances recorded in 1998 (see Table 3). In 1999, the APCD launched a new monitoring program for PM2,5 and was one of the first laboratories certified by the CARB to measure concentrations of PM2,5 (County of San Diego 1999), PM2,5 samples are collected every day at three sites and once every third day at two sites (State of California 200 I). The Chula Vista monitoring site is one of the sites that samples PMz.5 every third day, The goal of the PM2,5 monitoring program is to provide ambient data that support the nation's air quality programs. The measurements collected at the PM2,5 monitoring sites are used for comparison to the federal PM2,5 standards, allowing for areas to be designated as attainment or non- attainment. The data collected are also used to evaluate emissions inventory and air quality models, analyze source attribution, and track the success of emission control programs (State of California 2001), San Diego County does not have the wood burning or coal use that contributes heavily to particulate pollution elsewhere, and most fine particles (PM2,5) are formed in the air by a chemical reaction, Emissions of organic gases, nitrogen oxides, sulfur oxides, and ammonia react in the atmosphere forming the tiny particles, These emissions are primarily from combustion sources such as vehicles, diesel engines, and industrial facilities, Coarser particles are directly emitted from activities that disturb the soil including travel on roads and construction, mining, or agricultural operations, Other sources include windblown dust, salts, brake dust, and tire wear (County of San Diego 1998), For several reasons hinging on the area's dry climate and coastal location, the 18 SDAB has special difficulty in developing adequate tactics to meet present state particulate standards throughout the basin, 4. Nitrogen Dioxide, Sulfur Dioxide, aud Lead The basin is classified as a state and federal attainment area for these pollutants, Thresholds of Significance A. California Air Resources Board For purposes of assessing the significance of air quality impacts, the CARB has established guidelines, as described below, For long-term emissions, the direct impacts of a project can be measured by the degree to which the project is consistent with regional plans to improve and maintain air quality, The regional plan for San Diego is the 1991/1992 RAQS and attached TCM plan, as revised by the triennial updates adopted in 1995, 1998, and 2001. The CARB provides criteria for determining whether a project conforms with the RAQS (State of California 1989), which include the following: I, Is a regional air quality plan being implemented in the project area? 2, Is the project consistent with the growth assumptions in the regional air quality plan? 3, Does the project incorporate all feasible and available air quality control measures? B. County of San Diego The County of San Diego does not have any adopted Thresholds of Significance for CEQA. Appendix G of the 2000 CEQA Guidelines contains guidance as to what would be considered significant under CEQA. For direct applicability within the County of San Diego, the questions have been revised to reflect regulations and plans in San Diego, as well as current air quality designations, The following are used as the basis for analysis of project impacts (County of San Diego 2oo0b): I, Would the proposed project conflict or obstruct the implementation of the San Diego RAQS or applicable portions of the SIP? 2. Would the proposed project result in emissions that would violate any air quality standard or contribute substantially to an existing or projected air quality violation? 19 3, Since San Diego County is presently in non-attainment of federal and state Ambient Air Quality Standards for Ozone and in non-attainment of state standards for PMIO, would the proposed project result in a cumulatively considerable net increase of PMIO or exceed quantitative thresholds for 03 precursors, oxides of nitrogen (NO,), and Volatile Organic Compounds (VOCs)? 4. Would the proposed project expose sensitive receptors (schools, hospitals, resident care facilities, or day-care centers) to substantial pollutant concentrations? 5, Would the proposed project create objectionable odors affecting a substantial number of people? Air Quality Assessment Air quality impacts can result from the construction and operation of the project. Construction impacts are short term and resultfrom fugitive dust, equipment exhaust, and indirect effects associated with construction workers and deliveries, In the case of this project, operational impacts result mainly from mobile sources associated with the vehicular travel along the roadways within the project area, Operational impacts can occur on two levels, Regional impacts resulting from growth- inducing development or local hot-spot effects stemming from sensitive receivers being placed close to highly congested roadways, A. Construction-Related Impacts Construction-related activities are temporary, short-term sources of air emissions, Sources of construction-related air emissions include: · Fugitive dust from grading activities, · Construction equipment exhaust, and · Construction-related trips by workers, delivery trucks, and material-hauling trucks. 1. Equipment Emissions Heavy-duty construction equipment is usually diesel-powered, In general, emissions from diesel-powered equipment contain more nitrogen oxides, sulfur oxides, and particulate matter than gasoline-powered engines, However, diesel-powered engines generally produce less carbon monoxide and less reactive organic gases than do gasoline-powered engines, 20 Standard construction equipment includes dozers, rollers, scrapers, de-watering pumps, backhoes, loaders, paving equipment, deliveryfhaul trucks, jacking equipment, welding machines, pile drivers, and so on, Heavy-duty equipment emissions are difficult to quantify because of day-to-day variability in construction activities and equipment used, Table 4 gives emissions factors for a typical mix of equipment on a large construction site, For example, a diesel-powered scraper, the most common type of equipment used during grading operations, generates 1,26 pounds per hour (lbfhr) of carbon monoxide, 0.28 Ibfhr of hydrocarbons, 3,84 Ib/hr of nitrogen oxides, 0.46 lbfhr of sulfur oxides, and 0.41 Ibfhr of particulate matter. Actual air emissions at any given time would depend on the number and type of equipment in operation. Nevertheless, given the small size of the proposed project, operation of equipment during project construction is not anticipated to result in substantial exhaust emissions. 2, Fugitive Dust Fugitive dust is any solid particulate matter that becomes airborne directly or indirectly as a result of the activities of man, other than that emitted from an exhaust stack, Construction dust is comprised primarily of chemically inert particles that are too large to enter the human respiratory tract when inhaled, Fugitive dust emissions to the air basin are not expected to be significant with the East H Street project; however, they could be perceived as a nuisance to the immediate area, Given the shifting nature of the construction activity, these nuisance effects would temporarily affect a given location for a relatively short period of time and, therefore, will not be significant. B. Operation- Related Impacts East H Street is classified as a six -lane Prime Arterial on the City of Chula Vista General Plan, The objective of the East H Street Improvements project is to increase the roadway capacity and decrease traffic congestion on the roadway in order to maintain compliance with the City of Chula Vista's growth management threshold standards for traffic congestion, The project will not affect traffic volumes on East H Street. Therefore, widening approximately 1,700 feet of East H Street to accommodate an additional westbound lane is consistent with the goals and objectives of the current RAQS for San Diego and the SIP, Once the construction of the improvements to East H Street is complete, project-related impacts to air quality will result almost exclusively from vehicular traffic utilizing the roadway, including the proposed additional lane, A traffic study prepared by Linscott, Law, & Greenspan (LLG), dated May 14, 2002, indicates that there will be enhanced traffic flow in the project area of East H Street with the proposed improvements compared to without them, Specifically, the segment of East H Street between 1-805 and Hidden Vista Drive will improve the existing Level of Service (LOS) from LOS F to 21 0 G .". 00 r-- N oG 0 G '" N "1 G ~ v; v; , 0 ~ V; r-- ~, Q N ~ 0 0 ."..". N ,..: - - - S N S V; S 00 ' S r-- S '0 S ~ -8 "3 u '€ 00 Ô '" 0.. v; '" "'.". 0 ,..¡ N ' N ... - 0 8c: z S 8 r.¡ ~ ;;:- .".G c::- o ~ 0;;:- N ~ 0 '" '" .. ~ ~ v; "". ,., 0 '0 'v; ~ 00 ;;¡ 0 ' r-- N 0 " 0 .". .".0 - - .". '0.". v; - 0 0' '" S ,., , '0 S S o , 00 S .". S '¡;! N 8 N N8 r.¡ z 0 ~ 0 .E ;;:- Õ;; .. "3 '0 ,., "". v; ... 0 0 N 0 - u '" - 0 ,..: 0 ;;¡ S S ¡::o: ... ¡::o: '" '0 .". '0 Z ;;¡ ~ G N c::- o G r-- ~ G '" 5: .". 5: 0 ~ r-- - "'! 0 .¡j 0 '" '0 N 0 ~ 0 '" '0 00 "'! '0 ::: 00 - v; 00 .". "'! 00 - v; ~ U '¡;! 00 :'! r-- S r-- - r-- C 00 :'! v; r-- ,., v; ~ 00 ~ v; ..¡ ¡::o: 0 - ~ < r.¡ " U 0.. " .". .. fij g Cè 00 Cè Ô 0.. r.¡ ¡: Q 0 v; v; ,., z v; .". ..¡ Z ,., S '" S N - = :;;: ;;¡ < 0 ... 0 0.. ¡::o: ~ N 00 ~ N N r-- 00 ... '" .". v; '0 _ v; .". Õ;; '0 :;;: I 00 '" "1 '" ON - 00 00 '" - N 00 '" 0 ~ - .".Cè .,.¡- 00 N ~ ,..¡ N .,.¡ ¡::o: ¡;:¡ ~ 00 S ""8 v; S N S 00 S - S 00 S 0 - - '" ... " u N ~ ~ r-;' " u ¡:¡ ~ N " < Cè - 0 - 0 ... '" ... '0 - '?- ::: 0 v; ,., '" '" .". S '0 S " -¡) Z N '" ~ " 0 r-;' 'i3 .. " ~ ~ r-- '" '" - ;;:- v; ~~ '" c::- - .". 00 N r-- 5: - II '" '¡;! 00 '" - õ - v; 00 '" v; r-- N - 0 .. 0 ~ <-: 'N r--,., 00 ~ ~ <-: '" v; v; ~ :;;: 0 - - , ~S '0 - v; 0 N ~ " -i:f " - "'0 - - '0 :g r.¡ 0 00 ~ ~ v; ~ 00 ~ N ~ - ~ ... ::E f:; " '" c 0 0 v; " ;;¡ 0 0 G 0 N 00 8- ~ ~ 0 .,.¡ v; '" ~ '0 N 0 - ,., ~ N ~ U r-- ~ .". .". :.= r.¡ '" 0 ~ " «: '" ~ .. 0. ~ ~ ~ ~ «: '" ~ 0 " " ,9 II I- '" Ü N -g g 0.. 0 E '" 0 .Q ¡¡¡ '" .Q :: '" Š " '" '" '" cij en en .c '" '" ~ " " " " 0. .. Jì Jì " -¡) -¡) -¡) U 0. "" :E 0. ~ è '3 u u u ¡¡ " " " C' 2 "" '" '" .c .c .c ;;¡ -¡) ¡¡¡ .... ~ ~ u ~ ~ ~ 0 E- o E- E- '" " '" "- LOS E and the project segment of East H Street east of Hidden Vista Drive would remain the same, with implementation of the roadway project. The traffic study also shows that delays are anticipated to either remain the same or be less at the East H Street/Hidden Vista Drive and East H Street/Interstate 805 on- and off-ramp intersections, The proposed additional lane will provide similar benefits to the LOS on East H Street at buildout, as indicated by the traffic study, According to the study, at buildout, the segment of East H Street between 1-805 and Hidden Vista Drive will improve from LOS E without the project to LOS D with the project. The LOS on the project segment of East H Street east of Hidden Vista Drive will be LOS C at buildout, both with and without the project. Delays at project area intersections are anticipated to either remain the same or decrease at buildout with the project. Project approval and implementation will help to relieve eXlstmg and future traffic congestion on East H Street, east of the 1-805 northbound on-ramp, Reduced traffic congestion during peak traffic hours will result in less vehicle emissions than would result from the same volume of traffic on the existing, more congested roadway, As explained earlier, the traffic volume on East H Street would not be affected by the project, remaining at 67,300 ADT, both with and without the project. Therefore, the proposed project will reduce the amount of vehicle-produced air pollutant emissions as a result of the reduced traffic congestion and the traffic volumes remaining constant. The proposed project will add an additional westbound traffic lane to East H Street, placing the edge of the traveled way 12 feet closer to the residences to the north, Two important components in determining the potential for a localized increase in a vehicle- related air pollutant, such as carbon monoxide, are the distance from the edge of the roadway and the number of vehicles per hour per lane, Implementation of the proposed project would result in a decrease in the distance from the edge of the roadway to the residences to the north and a decrease in the number of vehicles per hour per lane, Under congested conditions, fewer vehicles per hour per lane would help diminish any increase in air pollutant concentrations that may result from the location of the outside traffic lane 12 feet nearer to the residences, In addition, the concentration of air pollutants such as carbon monoxide decreases with distance from the source. Data from the Transportation Project-Level Carbon Monoxide Protocol developed at the University of California- Davis, as described below, suggests that the amount of increase of carbon monoxide, at the distance at which the residences are located would be negligible, Future air emissions associated with the operations of East H Street have been accounted for in the adopted air quality management plans, The project is not expected to result in an increase in the total vehicle miles traveled, Therefore, the proposed East H Street Improvements Project will not have an adverse effect on regional air quality, In fact, the project will result in a regional air quality improvement, 23 C. Carbon Monoxide Hot Spot Screening Analysis The overall air quality effects associated with the proposed East H Street improvements project must also be examined on a smaller localized scale, New or improvement transportation projects have the potential to create or exacerbate air quality hot spots, Hot spots are localized concentrations of air pollutants (typically carbon monoxide) in excess of air quality standards, Hot spots have the potential to form where numerous vehicles sit idling through several traffic light cycles, However, with cleaner cars and generally declining background CO levels, major intersections must typically operate at LOS E or F before hot spot formation becomes a concern, With the continued progress in the reduction of vehicular emissions by incorporating emissions control measures into newer cars, future hot spot formations will be even less likely than they are during the near-term. 1. Methods A carbon monoxide hot spot screening analysis was performed to address the potential for localized carbon monoxide exceedences of CO concentration standards near the project area intersections. The screening analysis was performed for conditions with and without the proposed project. Several sensitive receptors were identified within one quarter of a mile of the East H Street roadway improvements project site, including residential development located just north of East H Street. If CO hot spots are found during a screening analysis, project emissions would have the potential to impact these sensitive receptors, If hot spots are found to exist at project area intersections, then CALINE4 or an equivalent computational model would need to be run in order to obtain a more detailed analysis of the potential for localized exceedences of CO concentration standards. A final step would require a determination of all significant impacts to localized air quality that are attributable to the proposed project followed by the identification of the actions necessary to mitigate these significant impacts, The Transportation Project-Level Carbon Monoxide Protocol developed at the University of California-Davis was used to conduct the CO hot spot screening analysis for the East H Street project. The Protocol has been approved by the EPA and is the only EPA- approved screening methodology approved for purposes of demonstrating conformity for CO hot spot analysis purposes (U.S, Department of Transportation 2000), The screening procedure developed for the hot spot protocol has been designed to estimate 8-hour CO concentrations for projects involving signalized intersections (Garza et al. 1997), The purpose of the screening procedure is to obtain conservative estimates of CO concentrations without having to run detailed computational models, such as the EMFAC and CALINE4 models, 24 Using the screening methodology to calculate an eight-hour average CO concentration, it is not possible for a project to result in a modeled one-hour exceedance of the federal one-hour CO standard without also causing a violation of the federal eight-hour standard (Garza et al. 1997), In the case of the California CO standard, it is highly unlikely that the one-hour standard can be violated without causing a violation of the eight-hour standard (Garza et al. 1997), Therefore, the analysis presented here calculates the eight-hour average CO concentration at the modeled receptor locations, 2, Analysis Parameters and Results The methodology for the screening procedure initially begins by gathering information about the intersection(s) that are to be analyzed, This information includes the intersection type, its geographic location, the average cruise speed, the percentage of red time, the analysis year, the percentage of vehicles operating in cold start mode, the traffic volumes, and the distance to the nearest receptor. Specific values obtained for these intersection and roadway characteristics are then used to determine numerical factors using a series of tables provided in the protocol. Specifically, the methodology entails: · Gathering information required to use the screening procedure; · Reading CO concentration contributions for the base case; · Applying a traffic volume correction factor; · Applying an intersection performance correction factor; · Summing the adjusted contributions; · Applying a wind speed correction factor; · Applying a cold start and analysis year correction factor; · Adding the one-hour background concentration; · Applying a persistence factor; and · Comparing the result with the state and federal CO standards, The geographic location of the project site is the coastal area, Existing average daily traffic (ADT) and projected ADT numbers for the buildout year 2025 were provided in the traffic analysis prepared by Linscott, Law, & Greenspan, dated May 14, 2002, According to the traffic analysis, the existing ADT on East H Street between 1-805 and Hidden Vista Drive, both with and without the proposed improvements, is 67,300 (LLG 25 2002). The eXisting ADT east of Hidden Vista Drive, both with and without the improvements, is 56,000 (LLG 2002), Since the completion of State Route 125, located to the east of the project area, is anticipated to redirect traffic away from East H Street in the future, the ADT on East H Street at buildout is less than the existing ADT, Specifically, at buildout, the ADT on East H Street between 1-805 and Hidden Vista Drive is anticipated to be 60,000 both with and without the project (LLG 2002), The buildout ADT east of Hidden Vista Drive is anticipated to be 44,000 both with and without the project (LLG 2002), The roadway classification information used in the analysis was provided by the County of San Diego, The screening procedure estimates the approach volume in vehicles per hour per lane (vphpl) for each direction of each roadway by dividing the existing or buildout year peak hour traffic volume by the number of travel lanes, The resulting traffic volumes are rounded up to the nearest 100 vphpl. The minimum allowable traffic volume that can be used for calculations in the protocol is 200 vphpl. The maximum allowable traffic volume that can be used for calculations in the protocol is 1000 vphpl. Approach volumes include turning and through movements. The higher of the two approach traffic volumes for each roadway was used in the analysis, The percentage red signal time was modeled as being inversely proportional to the projected volume of vehicles on the roadway, Thus, if the east-/westbound traffic constituted 60 percent of the total volume, it was allotted 40 percent red signal time, In all cases, the red signal time was rounded up to the nearest 10 percent. Since the projected year 2025 buildout traffic volumes assume the construction of State Route 125 to the east, the existing and buildout traffic volumes used in this analysis differ only slightly, As a result, the percent red signal time and traffic volumes in the tables below are representative of both existing and buildout traffic volumes on East H Street. The following traffic volumes and red time percentages were used in the analysis for the two intersections in the project area: TABLES EXISTING TRAFFIC VOLUMES AND RED TIME PERCENTAGES AT EAST H STREET/HIDDEN VISTA DRIVE INTERSECTION East H Hidden Vista Street Drive Without 1000 vphpl 400 vphpl Project 30 percent 80 percent With Project 800 vphpl 400 vphpl 40 percent 70 percent 26 TABLE 6 EXISTING TRAFFIC VOLUMES AND RED TIME PERCENTAGES AT EAST H STREETIINTERSTATE 805 ON/OFF-RAMP East H 1-805 Street On/off-Ramps Without 1000 vphpl 400 vphpl Project 30 percent 90 percent With Project 800 vphpl 400 vphpl 30 percent 90 percent The existing traffic volumes (and red time percentages) were used in the traffic analysis in order to obtain the most conservative estimate, since the existing traffic volumes on East H Street are greater than the buildout volumes, Average cruise speeds for each roadway were obtained from Tables B,8 through B,IO in the Protocol (Garza et al. 1997), The average cruise speed on East H Street was estimated to be 31 mph while the average cruise speed on Hidden Vista Drive and the Interstate 805 on- and off-ramps were estimated to be 24 mph, The average cruise speeds were rounded down to 30 and 20 mph, respectively, as per the Protocol (Garza et al. 1997). The percentages of vehicles operating in cold-start mode were obtained from Table B,6 of the Protocol (Garza et al, 1997), Based on the roadway types and surrounding land uses, the percentage of vehicles operating in cold-start mode was assumed to be 20 percent for the total day, The latest analysis year provided by the Protocol, 2012, was used in the analysis, When considering the buildout year, the correction factor for percentage cold starts and analysis year is a worst-case estimate, since the buildout year analysis should include a factor that represents the increasing percentage of more modern, lower pollutant-emitting vehicles that are projected to be operating near the year 2020 or beyond, A worst-case wind speed of 1.0 meter per second was also assumed for the calculations, As part of the procedure for estimating the eight-hour average CO concentration, an estimate of the projected eight -hour average background CO concentration for the project area is required, As a worst-case estimate of the background CO concentration, the highest eight-hour average concentration recorded at the Chula Vista monitoring station during the past two years was used, The Chula Vista monitoring station is located at 82 East J Street, or approximately one mile from the project site, The value used in the 27 analysis as an estimate for the eight-hour average background CO concentration is 3,7 parts per million (ppm), This maximum was recorded on January 4, 2001. For the purpose of this analysis, the modeled receptor was assumed to be located 50 feet from the edge of the proposed roadway, It was determined that no sensitive receptors, including adjacent residential development, are within 50 feet or closer of the roadway, Therefore, the use of a modeled receptor at a distance of 50 feet from the roadway provides a conservative eight-hour CO concentration since CO concentration decreases with distance from the roadway until the background level is reached, TABLE 7 RESULTS FROM THE SCREENING ANALYSIS - 8-HOUR AVERAGE CO CONCENTRATION IN PPM East H Street/Hidden Vista Drive Intersection East H Street/Interstate 805 OnlOff-ramp Intersection Without Project With Project 6,5 6,0 6,1 5,6 The existing and buildout traffic volumes on East H Street are provided in the Analysis Parameters and Results section above, Since these traffic volumes are very similar, the results shown in Table 7 above apply to both. The 8-hour average CO concentration results for the intersections within the project area are all well below the state and federal eight-hour average CO concentration standards of nine ppm. Therefore, no violations of the eight-hour average CO concentration are projected to occur with or without the project and, as previously described, no violations of the one-hour standard are anticipated. The screening analysis shows that implementation of the proposed project is projected to reduce eight-hour average CO concentrations at the project area intersections (see Table 7), Conclusions and Recommendations A. Construction Dust and emission control during grading operations would be regulated in accordance with the rules and regulations of the San Diego APCD, Under these rules, the applicant would be required to implement the following measures to reduce potential impacts from construction activities, 28 I, All unpaved construction areas shall be sprinkled with water or other acceptable San Diego APCD dust control agents during dust-generating activities to reduce dust emissions, Additional watering or acceptable APCD dust control agents shall be applied during dry weather or windy days until dust emissions are not visible, 2, Trucks hauling dirt and debris shall be properly covered to reduce windblown dust and spills, 3, A 20-mile-per-hour speed limit on unpaved surfaces shall be enforced, 4. On dry days, dirt and debris spilled onto paved surfaces shall be swept up immediately to reduce resuspension of particulate matter caused by vehicle movement. Approach routes to construction sites shall be cleaned daily of construction-related dirt in dry weather. 5. On-site stockpiles of excavated material shall be covered or watered, 6, Disturbed areas shall be hydro seeded, landscaped, or developed as quickJy as possible and as directed by the County to reduce dust generation. 7, Heavy-duty construction equipment with modified combustion/fuel injection systems for emissions control shall be utilized during grading and construction activities. Catalytic reduction for gasoline-powered equipment shall be used, Also, equip construction equipment with prechamber diesel engines (or equivalent) together with proper maintenance and operation to reduce emissions of nitrogen oxide, to the extent available and feasible. 8, Low pollutant-emitting construction equipment shall be used, 9, Electrical construction equipment shall be used to the extent feasible. 10, The simultaneous operations of multiple construction equipment units shall be minimized (i,e" phase construction to minimize impacts), Based on the analysis presented here, and with implementation of the above measures, there will be no significant air quality impacts during project construction, Therefore, no mitigation is required, B. Operation Gi ven the existing and projected buildout year traffic, as provided by the City of Chula Vista, the screening-level CO hot spot analysis indicates that no violations of either the 29 one-hour or the eight-hour average CO concentrations are anticipated at either of the intersections within the project area, In addition, the proposed project is anticipated to reduce congestion on the project segment of East H Street by increasing the roadway capacity, This, in turn, would result in a reduction in the amount air pollutant emissions coming from vehicles on the roadway, As a result, no adverse regional air quality effects are expected to occur as a result of implementation of the proposed project, In fact, the proposed project will result in a regional air quality improvement. References Cited California, State of 1989 Guidelines for Air Quality Impact Assessment for General Development and Transportation-Related Projects. June, 2000 California Ambient Air Quality Data 1980-1999, California Environmental Protection Agency, Air Resources Board, Planning & Technical Support Division, Air Quality Data Branch/Client Support Services Section. VOYAGER CD, CD Number PTSD-oo-O 13-CD, November, 2001 PM2,5 Monitoring Sites in California, California Air Resources Board Internet Site, URL http://www.arb.ca.gov/aqd/pm25/pmfmon.htm. June, 2002 California Air Quality Data, California Air Resources Board Internet Site, URL http://www.arb.ca.gov/aqd/aqd.htm. February Garza, Vicente J" Peter Graney, and Daniel Sperling 1997 Transportation Project-Level Carbon Monoxide Protocol, Revised December 1997, Institute of Transportation Studies, University of California, Davis, Report Number UCD-ITS-RR-97-21. December. Linscott, Law & Greenspan (LLG) 2002 Eastern Chula Vista Traffic Capacity Enhancement East H Street Improvements Chula Vista, California, May, San Diego Association of Governments (SANDAG) 1994 Regional Transportation Plan, February, 30 San Diego, County of 1992 1991/1992 Regional Air Quality Strategies, Air Pollution Control District, June, 1998 Air Quality in San Diego County, 1997 Annual Report, San Diego Air Pollution Control District. 1999 Air Quality in San Diego County, 1998 Annual Report, San Diego Air Pollution Control District. 2000a Air Quality in San Diego County, 1999 Annual Report. San Diego Air Pollution Control District. 2000b Draft Air Quality Analysis Format Guidelines, August 18, 2002a Attainment Status - Fact Sheet, San Diego Air Pollution Control District, January, 2002b Frequently Asked Questions, San Diego Air Pollution Control District Internet Site URL http://www.sdapcd.co.san-diego.ca.us/newsIFAQS.htm. January, U,S, Department of Commerce 2000 San Diego County Climate Archives, National Weather Service San Diego, National Oceanic and Atmospheric Administration Internet site URL http://www.wrh.noaa.gov/sandiego/county.html#Chula Vista!, December. U,S, Department of Transportation 2000 Transportation Conformity Reference Guide, Federal Highway Administration Internet site URL http://www.fhwa,dot.gov/environment/conformity/reCguidl, July, U,S, Environmental Protection Agency 1997 Implementation of Standards - Fact Sheet, United States Environmental Protection Agency Office of Air & Radiation Office of Air Quality Planning & Standards Internet Site URL http://www.epa,gov/ttn/oarpg/naaqsfinl implem.html. September. 31 APPENDIX B Biological Technical Report REVISED BIOLOGY TECHNICAL REPORT FOR THE EAST H STREET WIDENING PROJECT CHULA VISTA, CALIFORNIA Prepared for CITY OF CHULA VISTA PLANNING & BUILDING DEPARTMENT 430 F STREET CHULA VISTA, CA 91910 j~~~rc,ep. ·ej¡'J /lr'Cf'U'~ AMY E, CLARK BIOLOGIST RECON NUMBER 3583B JUNE 27, 2002 1927 Fifth Avenue, Suite 200 San Diego, CA 92101-2358 619/308-9333 fax 308-9334 RECON o This document printed on recyded paper TABLE OF CONTENTS Summary of Findings Introduction Survey Methods Existing Conditions A. Project Setting B, Topography and Soils C. Botany D, Zoology E, Sensitive Biological Resources Project Impacts and Recommendations A, Sensitive Wildlife B. Storm Water Runoff References Cited FIGURES I: Regional Location 2: Project Location on USGS Map 3: Aerial Photograph of the Project 4: Vegetation within the Survey Area 5: Project Impacts ATTACHMENTS I: Plant Species Observed on the Project Site 2: Wildlife Species Observed on the Project Site 3: Sensitive Plant Species Known to Occur Within a Two-Mile Radius of the Project Site 4: Sensitivity Codes 5: Sensitive Wildlife Species Potentially Occurring on or Known to Occur in the Vicinity of the Project Site 1 1 4 5 5 5 6 6 9 12 12 14 14 2 3 7 8 \3 Summary of Findings This report describes the biological constraints associated with the widening of a section of East H Street in the city of Chula Vista, The proposed widening is located east of Interstate 805 and west of Terra Nova Drive, and is within the Development Area of the City of Chula Vista's Multiple Species Conservation Plan. The area surveyed was 0,7 acre, Neither sensitive plant species nor sensitive plant communities are located within the project boundary and none would be impacted, Nesting raptors, including Cooper's hawk, have the potential to be impacted by the project. The eucalyptus trees on and adjacent to the project area may provide nesting habitat for raptors and should be avoided to the maximum extent possible, The loss of an active raptor nest by removal of a tree or the abandonment of an active nest due to construction activity would be considered a significant impact. A pre-construction survey is recommended if work is to occur during the raptor nesting season of December I to May 31, If nests are present, appropriate construction setbacks would be required, The storm water runoff patterns are not expected to be changed by the proposed project. Introduction This report describes the existing biological resources and potential biological constraints for widening East H Street east of Interstate 805 (1-805) and west of Terra Nova Drive in the city of Chula Vista (Figure I). The site is on the U,S, Geological Survey (USGS) National City quadrangle Township 17 South, Range 2 West, in an unnumbered section (Figure 2), The project area of East H Street, which has been designated as a scenic highway in the City's General Plan, traverses the westerly end of Rice Canyon, A ridge top north of the project area has several residential homes, The Terra Nova Plaza, south of the project area, is a large commercial area with over 50 stores including a supermarket, a sporting goods store, a drug store, and several restaurants. This 0,7 -acre site falls outside of the boundaries of the Multiple Species Conservation Program (MSCP) preserve lands according to the Draft MSCP Subarea Plan for Chula Vista, The proposed project will widen East H Street between 1-805 and a point located approximately 600 feet east of Hidden Vista Drive from three to four westbound lanes, In addition to the roadway improvement, the bus stop just east of Hidden Vista Drive, including its associated bus turnout lane and passenger shelter, will be moved to the west .kr:.yr~ ~ -' >' ,¡.::(, CLr is le'l ~ Sol ~ ~ 1-', f'\-" .>J ~.. ~ .... P ~u. \ I..H:' i 1Íb, -,..;' o!",ay ;JrL Dei r ~ ~ ~ _~ FJ '. " 56 I. ,0 D ¡ San :~ ;-;4" - . I /' ~_( ReservoK)'--;c i ~ ""~ ~i~Y;~-~Ÿ"/' I' , 019/' \ '~~ c ,'Jje rvolr I 67 <r'.J \ rc ~, r'""" 'hJ-,.." /' ' I ~ 1,1~~ W ¡ J IIf ~ .\ 'J--. , \~\ ,~ I I. { 0'-- - - <;J .", / j ,,)... MCB Mir,!",ar \---, ,_-y" 'I.. c'"s" ^ (7 ~ (;!'''' \- \~:'Oti: / -X_[..k!a tè '~ \ 5J'/ ,~ 7~~) "'~\ rT ~ //"1--',, 'µ;-"->~I.,~" ~ "'N?, \ ~ ~ "I\ I ~ /'y'''. ;.- ' , ...Y/ \\~ ,1'\;;' (~~ 1m T;tj/I. ~ m- Hi ~ ~ V ~:~ .~ \ n/~~~(~ j ';:, , "- "\ ~ . .5 ¡'-.-/'- ~ fe~'''~, rrn- ~ / WV':1. i ~ ~ ) " ~'C ~Unincorporated ~ "i '_ I) ,,' I Çfo e y.l '- _ - v " l ~Y' ....'7'.,. \ 1.¿2) è / . ..". .... ,{..- /\ \ (_/ -._.'.,.., ....... 1"\.-\: 'r,~r~ , f " ~ ,-,)'. ,.)J~ \ A ,r Sweetwater \.(~ \"'-_"~...~ '';: _""~' r/".S:'''', ReservoIr, t i "~ ( Sfm _. ...',\ JYi, ~ '" DIego' " .~r--;. f -, , ~">~ay~('t54--\',~·· /~~ ~ ',":::;--1,...J &/ 'I.,. ."". l,./", ~ '" " \( iy Lower Ot~ "'f ' 'l í' ReservoIr '\11/' "I, ,'1 ,(" T '., ' I ' ., \ ,. ,_ "I 1"J:";' " .,~~ I" \... 1\ . I l1rown Field '" \fT- I ~.._I -.J' ¡. "'~ ~./ '-.J ~ E:KlC 0 Œ \- ~ ~ / Pacific Ocean ....~. .. ~fL~N ~ . Project location t O'----Úles ~ FIGURE 1 Regional Location M:1obaIJS83\bio13i11biota:.apr\figI(rqI)· final 06103102 - - - I' \.- I Sl.l"f c 'J1: ,. .1 i>'- 1.311 C-O'ø\ "... .. "\"I ,f',~"?~1 .~ , ,-$ ~, ... i¡; I.·...".... I .- . J .-"" .. _~ .,,,' ...,~" ;... ....,L",,,__ ......'-."t, J ," rY'j'~ ----~ \.~~ ~ ,~ ...,,,,, - #~ I ~-h< . - '" ,-,. .... -~ ..... .- l·~ ~:~,': ~ -~too..~", ""," Iie,.iff.' \ (....... , r::..~~".. ,', . . '~~Ur8.\~Ik;:'\". , .Td. ..- , . .. . "..... ~~1,.-,..-.. '.1 ,n "0;:.. .... ._..... .......:.... .... 'f .. .. ".. ... .~I!!. . .......~~.. , :---';';.~ ~ - ....." '0.' ;>,< .. '/ ...' '&-"'~IJ -!""'Í':"iì '.;..,- /""^,,'.,, """~ :;:.~~...,Î.-~ " ,¡- "" ''''~.' r~__ '..:'.:"1·"'·~ . \ /./,J ..... ~ u.-;... ';,........ '.'" ~ , ".... '--:. :) . 1, -,,~__ -~"--r...-..J,J "'\,' /.' ( '., f<iI''':, ~Ji',- r \ . ,...",,,.. ,", .. ......., \ ",>:<:; ....,., I" 'L ,¡to"'"":' \ C"--. 7./ I It'. ~ ' - \, ...,....._____,_ /' ~¡:. . ~~ ~r_./,.,. \)IÎ" ~\ -;J. ? \ :\"": I - "'-~~-X~ ;"'~ i··~·/i ~ ~;i~~ ~ ~..:. ~~ ~ ~ . ~___~~-_.. / ..:.;.....//~!.-;./"\ ~\.~-,~; ~- ,/ .,/ . ,,0· ....... '''1' ". J I~- "l____ 1A't"" )... , -...-~ I I__..--~ . '),.... . / I / '..-r=- - .~" . .rt- .·.··..··7,1 /' ~ .....d¡;'_I.¡¡--- \,......:::. - r '" /¡':'---~'''-- '~/" ~""'~".,--'-"., ./" I', "CT? / ,,.'.'.' H¡i >."Ii"." ·-'-1 . '.,. '~-'----_/ , , ... ,... ",¡....."\.,', ". '-.....- i \ \ ,f ./ PROJECT LOCATION \\I~~>' .I) 'c cr-c/ " J . ¡ ( ~. ...'_ , :(--' I( ¡ "".. .'. . I , ::/ 'I ,;;'<.. ,../ n """--' ",,,', ,\ 0;, - \j., c, .', i I \-, {,., ¡ / ;>I ',,' ,.j ,< c' ~ " -" ,- 'J' . ,\ (' '. ','...! - ) -........,,----', ," " o"t, /1 I·'\J,~-'..J "-, , _.' '\--" , '-;;" I 'rJ;?/- ' - I /f )\ ;, "</j I T "":=ff_~.sç~/ -- .,f7- '5!---;;t:J.-¡ -;1 ~t;:!':::_~ ì:::::::\ i J.../J .~ /", ;--:: - l~ / l / ¡' n!) I I ,: I-t ,~ v '~\ ----- '''......." ~.) t ()-"-/ '~-j :_~- - -- -'---.. ~_J '----- /_" ~'" -.~ --) : ~_ )C':l:..:.'::-- , '\'he...... ~- -... . ..., . Ii' - _ "", ,,~ r- ~ --.4', '-- '" ' -'!, < t .~~ , --', '--I"- - '\1, I' ., -I __ '''he'' I -'6"A' ., I ,;') , .¡ ',I , i " ",-'~ ~fL~N [@ 1\ Map Source: USGS 7.5 minute topographic map series, Imperial Beach and National City quadrangles FIGURE 2 Project Location on USGS Map Feet 2000 M:\jobsI3583\bLO\g1s\bLotec.apr\fig2(usg:;) - final 06103/02 side of the intersection, A retammg wall will be constructed along portions of the embankment to the north of the roadway to secure the slope modified by the lane addition, This report provides biological data and background information required for environmental analysis by the City of Chula Vista, Survey Methods RECON biologist Amy Clark surveyed the proposed project area for plant and wildlife species and assessed the potential for sensitive species to occur on February 18, 2002, between the hours of 9:00 A,M, and 10:00 A,M, The temperature was 61 degrees Fahrenheit, wind speed was three to five miles per hour, and cloud cover was 85 percent. Vegetation communities were mapped on a color reproduction of a I inch = 400 feet (4,800 scale) color aerial photograph taken in 200 I. Limitations to the compilation of a comprehensive floral checklist were imposed by seasonal factors because the surveys were conducted before the peak blooming period and emergence of annual species, In addition, unseasonably dry conditions this year have prevented annual plants from flowering, All plant species observed on-site were noted, and plants that could not be identified in the field were identified later using taxonomic keys. Animal species were observed directly or detected from calls, tracks, scat, nests, or other signs. Bird species that are only present in the region during the summer time or fall migration were not detected, Since surveys were performed during the day, nocturnal animals would have been detected by signs, The conditions during the survey were too cool and cloudy for reptile species to be active, Therefore, reptile species were not detected, Floral nomenclature for native plants follows Hickman (1993) and for ornamental plants follows Staff of the L.H, Bailey Hortorium (1976), Plant community classifications follow a modified version of Holland's descriptions of vegetation communities (Oberbauer 1996), Zoological nomenclature for birds is in accordance with the American Ornithologists' Union Checklist (1998) and Unitt (1984); for mammals, Jones et al. (1997); and for amphibians and reptiles, Collins (1997), Assessments of the sensitivity of species and plant communities are based primarily on California Native Plant Society (CNPS) (2001), State of California (2001, 2002), U,S, Fish and Wildlife Service (USFWS) (1997), and Holland (1986), 4 Existing Conditions A. Project Setting The project area of East H Street, which has been designated as a scenic highway in the City's General Plan, traverses the westerly end of Rice Canyon, A ridge top north of the project area has several residential homes, The Terra Nova Plaza, south of the project area, is a large commercial area with over 50 stores, including a supermarket, a sporting goods store, a drug store, and several restaurants, To the west/northwest of the project area, remnant natural vegetation is present in a band north of 1-805 between the housing to the east and 1-805 to the west. Diegan coastal sage scrub is the major vegetation community in this area, with the southeastern edge of this community approximately 100 feet from the western edge of the project area, The small west-facing valleys have been graded, but the remaining intact vegetation has greater than 90 percent native plant cover. The Diegan coastal sage is dominated by California sagebrush (Artemisia ealiforniea), Other common species present are California buckwheat (Eriogonum ealiforniea), common encelia (Encelia ealiforniea), jojoba (Simmondsia ehinensis), and shore cactus (Opuntia littoralis), This vegetation provides potential habitat for the coastal California gnatcatcher (Polioptila ealiforniea ealiforniea), B. Topography and Soils The section of East H Street to be widened is on generally flat land at an elevation of approximately 170 feet above mean sea level. The land to the north of the road slopes upward, and to the south of the road the land slopes downward, Four soil types occur on-site and are described below according to information presented in the U,S Department of Agriculture (USDA) Soil Survey, San Diego, California (USDA 1973), Gaviota fine sandy loam, 9 to 30 percent slopes (GaE), This rolling to hilly soil occurs on uplands and is a well-drained, shallow fine sandy loam that formed in material weathered from marine sandstone, Linne clay loam, 9 to 30 percent slopes (LsE), The Linne series consists of well-drained, moderately deep clay loams derived from soft calcareous sandstone and shale, These rolling to steeply hilly soils occur on uplands, Salinas clay, 0 to 2 percent (SeA), The Salinas series consists of well-drained and moderately well-drained clay loams that formed in sediments washed from Diablo, 5 Linne, Las Flores, Huerhuero, and Olivenhain soils, These soils occur on flood plains and alluvial fans, Terrace escarpments (TeF), Terrace escarpments consist of steep to very steep escarpments and escarpment-like landscapes, This soil occurs on the nearly even fronts of terraces or alluvial fans, The previous construction of East H Street, Interstate 805, the shopping center, and the residential housing has altered the soils on and adjacent to the project site. c. Botany No native vegetation communities are within the 0.7-acre project area, Figure 3 is an aerial photograph of the site, and Figure 4 illustrates the location of non-native vegetation, A total of 29 plant species were identified on the site (Attachment I), Of this total, 3 (10 percent) are species native to southern California and 26 (90 percent) are introduced or ornamental species, 1. Non-native vegetation (0,7 acre) The entire project area is comprised of non-native vegetation consisting of ornamental plant species such as eucalyptus (Eucalyptus spp.), golden wattle (Acacia pycnantha), lantana (Lantana camera), and Indian laurel (Ficus retusa) interspersed with some native plant species such as western sycamore (Platanus racemosa), and lemonadeberry (Rhus integrifolia), These species were planted according to a landscaping plan, either as a part of the slope revegetation after the initial road construction or after the residential housing to the north of East H Street was completed. The non-native vegetation also consists of invasive, weedy species such as hottentot fig (Carpobrotus edulis), cheeseweed (Malva parviflora), and crystalline ice plant (M esembryanthemum crystallinum), These species, in general, encroach into the bare patches between ornamental plant species, The project footprint will potentially result in the removal of at least two mature eucalyptus trees and at least two mature western sycamore trees, D. Zoology The site provides low quality habitat for wildlife species, Species detected during the surveys are typical of developed and ornamentally planted areas in the region, A complete list of the wildlife species detected is provided in Attachment 2, Sensitive 6 ..- o [rnN Image Source: 2001 AirPhotoUSA (flown January 2001) n[lJU c::J Project boundary W .0 "_-J ~ . I ' Feet 400 Aerial Photograph of Project FIGURE 3 M:\jobs\3583\blO\g¡s\biotec.apr\fig3(aenal)_final 06103/02 111~i ~ ~ §' o " "' i" ~ :;, A ~ ~ ¡¡ -+ '" ~ 1!. '" :5 I D š' ~:,c ., ~..g, ... ,," "'!? ~cr' ~§ ~! -< I'Þ IJQ I'Þ ... ~ Q; = = ~ ..' ... =- .., = ... =- I'Þ 00 = ~ ~ > ., I'Þ ~ ~'" c.i. ·"à,>,.· }': »z "''''0 "''''= õ õ = >< >< .. _. -. 0". ~ ~;¡ ~ t'iI ~ ÕÕ~ " " '" §.. ê-. ~. o 0 0 '" '" '" o 0 ....,...., ~ 2 '" " ª~ ~~ " or Š " o " õ! @ " 'Tj ~ .. ::::.. species potentially occurring on-site are discussed in the Sensitive Biological Resources section of this report, 1. Reptiles The diversity and abundance of reptile species vary with habitat type, Many reptiles are restricted to certain plant communities and soil types, although some of these species will also forage in adjacent communities, Other species are more ubiquitous, using a variety of vegetation types for foraging and shelter. No reptile species were observed on-site, however, common species expected to occur include western fence lizard (Sceloporus occidentalis) and side-blotched lizard (Uta stansburiana ). 2, Birds The diversity of bird species varies with respect to the character, quality, and diversity of plant communities present on a site. Developed areas generally support a low diversity of avian species, Birds observed in the developed areas during the survey include Anna's hummingbird (Calypte anna), bushtit (Psaltriparus minimus minimus), yellow-rumped warbler (Dendroica coronata), lesser goldfinch (Carduelis psaltria), and mourning dove (Zenaida macroura marginella), One raptor species, red-tailed hawk (Buteo jamaicensis), was observed flying overhead, E. Sensitive Biological Resources 1. Multiple Species Conservation Program The City of Chula Vista is in the process of preparing a Multiple Species Conservation Program Subarea Plan and Implementing Agreement for adoption by the City and the federal and state wildlife agencies, The MSCP is designed to identify lands that will conserve habitat for federal and state endangered, threatened, or sensitive species, including the coastal California gnatcatcher. The MSCP is a plan and a process for the local issuance of permits under the federal and state Endangered Species Acts for impacts to threatened and endangered species, Implementation strategies, preserve design, and management guidelines are also included in the MSCP, 2, Sensitivity Criteria The assessment of the sensitivity of plant communities and species follows the guidelines presented in the MSCP, The MSCP preserve lands have been included within the City's 9 Draft MSCP Subarea Plan for habitat conservation, These lands have been determined to provide the necessary habitat quality, quantity, and connectivity to sustain the unique biodiversity of the region, The MSCP preserve lands are considered by the City to be a sensitive biological resource. Under the MSCP, upland plant commumtIes have been divided into four tiers of sensitivity, Upland plant communities that are classified as Tier I (rare uplands), Tier II (uncommon uplands), or Tier III (common uplands) are considered sensitive by the City, Tier IV (other uplands) plant communities are not considered sensitive, All wetland areas are considered sensitive, as are wetland buffer areas. Wetlands are under the jurisdiction of the U.S, Army Corps of Engineers and California Department of Fish and Game (CDFG), All projects within the City of Chula Vista which have the potential to impact wetlands will be reviewed by the City pursuant to the California Environmental Quality Act (CEQA). Impacts to wetlands must be avoided to the maximum extent possible, A total of 86 sensitive plant and wildlife species are proposed to be included in the Incidental Take Authorization, The authorization would be issued to the City by USFWS and CDFG upon adoption of the City's MSCP Subarea Plan, There are 19 plants that are considered sensitive biological resources because they are classified as "narrow endemic species" based on their limited distributions in the region, These narrow endemics are sensitive biological resources, All narrow endemic plants are also MSCP covered species and some are state or federally listed as threatened or endangered species, All species listed by state or federal agencies as rare, threatened, or endangered or proposed for listing are considered sensitive biological resources, The habitat that supports a listed species or a narrow endemic species is also a sensitive biological resource, Species that are not MSCP covered species, but are on Lists IE or 2 of the California Native Plant Society's Inventory of Rare and Endangered Vascular Plants of California (CNPS 200 I), California fully protected species, or California species of special concern, are also considered sensitive, Impacts to these species, if considered significant, may require mitigation in accordance with CEQA guidelines, Assessments for the potential occurrence of sensitive species are based upon known ranges, habitat preferences for the species, species occurrence records from the California Natural Diversity Data Base (NDDB), and species occurrence records from other sites in the vicinity of the project site, 10 3, Sensitive Plants No sensitive plant species were detected during the biological resources survey and no sensitive plant species are expected to occur within the project area, Several sensitive species are known to occur within a two-mile radius of the project site according to the NDDB, These species are listed in Attachment 3 and the sensitivity codes are provided in Attachment 4, 4, Sensitive Wildlife No sensitive wildlife species were detected during the biological resources survey, Several sensitive species are known to occur in the vicinity of the project area from NDDB records or local environmental documents, but are not expected to occur within the project area due to lack of suitable habitat, These species are listed in Attachment 5, Sensitive species with the potential to occur within or directly adjacent to the project site are described below, Cooper's hawk (Accipiter cooperii). The Cooper's hawk is a MSCP covered species and CDFG species of special concern, The Cooper's hawk is a medium-sized raptor that ranges throughout most of the United States, This hawk mainly breeds in oak and willow riparian woodlands but will also use eucalyptus trees (Unitt 1984). This hawk forages primarily on songbirds but is also known to eat small mammals. The decline of this species has been caused by urbanization and loss of habitat. There is potential for Cooper's hawks to nest in the eucalyptus trees within the project area to the north of East H Street. Raptor species, Raptor species such as American kestrel (Falco sparverius), red- shouldered hawk (Buteo lineatus elegans), and red-tailed hawk could nest in the tall eucalyptus trees on and adjacent to the project area. Although they have no state or federal listing status, acti ve raptor nests are protected under the California Fish and Game Code Section 3503.5, 5, Sensitive Plant Commnnities The City of Chula Vista classifies plant communities into four Tiers, Tiers I, II, and III are considered sensitive, with Tier I being the most sensitive. Land comprised of non- native vegetation, as on the project site, is classified as a Tier IV community and is not considered sensitive, 6, Wildlife Movement Corridors Wildlife movement corridors are defined as areas that connect suitable wildlife habitat areas in a region otherwise fragmented by rugged terrain, changes in vegetation, or II human disturbance, Natural features such as canyon drainages, ridgelines, or areas with vegetation cover provide corridors for wildlife travel. Wildlife movement corridors are important because they provide access to mates, food, and water; allow the dispersal of individuals away from high population density areas; and facilitate the exchange of genetic traits between populations (Beier and Loe 1992), Wildlife movement corridors are considered sensitive by resource and conservation agencies. The site is surrounded by development and does not function as a wildlife movement corridor. Project Impacts and Recommendations Any impacts to sensitive habitats, plants, and animals must be mitigated in accordance with MSCP and CEQA guidelines, Figure 5 shows the project impacts, The following measures are recommended to avoid significant impacts, A. Sensitive Wildlife 1. Raptors Impacts to specific sensItIve wildlife would be considered adverse and a biological constraint. Nesting raptors, including Cooper's hawk, have the potential to be impacted by the project. All active raptor nests are protected under the Fish and Game Code Section 3503,5. The eucalyptus and sycamore trees on and adjacent to the project area may provide nesting habitat for raptors and should be avoided to the maximum extent possible, The loss of an active raptor nest by removal of a tree or the abandonment of an active nest due to construction activity would be considered a significant impact. A pre-construction survey is recommended if work is to occur during the raptor nesting season, According to the City of Chula Vista MSCP Subarea Plan, the raptor nesting season is from December I to May 31 (City of Chula Vista 2000), If a nest is present, appropriate construction setbacks would be required to protect young birds until they are no longer dependent on the nest. 2, Coastal California Gnatcatcher Coastal California Gnatcatcher has the potential to be present in Diegan coastal sage scrub off-site to the west/northwest of the western end of the project alignment, During the gnatcatcher breeding season, between February 15 and August 15, noise levels generated by project-related construction activities shall not exceed 60 decibels (dB) Community Noise Equivalent Level (CNEL) within any area containing an 12 /'"' ~ l£) ~ - µ.. ~ .... CJ '" Q. e .... .... CJ ~ '.... = ... =- " t ~ " 0 t § ä~ ~5 03-:;; g " " ~ "" "" o 0 = " " o 0 0 '-= '..c ',Q 2J " " " go ~_..2 > " " ,~ ~ ~ -..... ..... " " " = 0 0 , ... ... = '" '" o '" '" z« ~,.~.. @ ~ '" - - 003 íl~ E 01) i!! '': ,5 g ß 'B "'æ ~'é' u ~ ,- 0. ~ - '~~ I e 0. N :;: 0 ~ :5 ~ .i~ 0 '" J §3 ..8 a ';¡ 0 õ~ 0:: ¡ '50~ ~ ø:~ ~ D '" í +- ~ 0 - ~ ~ ~ ~ . ~~III occupied nest or, if no occupied nest exists, within the area occupied by a potential breeding pair in order to prevent construction noise from negatively impacting breeding success. Where the ambient noise ]evel is greater than 60 dB CNEL, the ambient noise level shall not be exceeded as a result of project-related construction, If an occupied nest or potential breeding pair is identified during a pre-construction survey, noise mitigation techniques, such as temporary noise walls or berms or modifications to construction activities, deemed necessary to attenuate construction noise levels within affected areas to 60 dB CNEL or less shall be formulated by a qualified biologist and qualified acoustician and shall be implemented during the breeding season, The qualified acoustician shall monitor the success of any noise attenuation measures that are implemented; where a violation of the noise level limit is identified, the acoustician shall immediately notify the Environmental Review Coordinator so that construction activities can be halted or reduced to avoid further exceedances of the limit until sufficient alternate or modified noise attenuation measures, if any, can be implemented, Prior to the approval of any improvement plans or the issuance of any grading or building permit, the Environmental Review Coordinator shall ensure that the plans and specifications include a note regarding the construction noise restrictions during the coastal California gnatcatcher breeding season as outlined in the above paragraph, B. Storm Water Runoff Currently, storm water runoff from the road flows along the road gutters and into the existing drainage structures, Storm water runoff at the west end of the project area, near 1-805, flows into large pipes that divert the runoff underground, down the slope to the north of the project area, and releases the runoff at the bottom of the slope, The proposed project will use the existing storm water runoff system, The proposed project will not create new storm water runoff impacts, References Cited American Ornithologists' Union 1998 Check-list of North American Birds, 7th ed. Washington, D.C, Beier, p" and S, Loe 1992 A Checklist for Evaluating Impacts to Wildlife Movement Corridors. Wildlife Society Bulletin 20:434-440. California, State of 200] Special Animals, Natural Diversity Data Base, Department ofFish and Game, June, 14 2002 State and Federally Listed Endangered, Threatened, and Rare Plants of California, The Resources Agency, Department of Fish and Game, January, California Native Plant Society (CNPS) 200 I Inventory of Rare and Endangered Plants of California (sixth edition), Rare Plant Scientific Advisory Committee, D. P. Tibor, Convening Editor. California Native Plant Society, Sacramento, CA. Chula Vista, City of 2000 City of Chula Vista Draft Multiple Species Conservation Program (MSCP) Subarea Plan, October. Collins, J, T, 1997 Standard Common and Current Scientific Names for North American Amphibians and Reptiles, 4th ed, Herpetological Circular No, 25. Society for the Study of Amphibians and Reptiles, Department of Zoology, Miami University, Oxford, Ohio, Hickman, J, C. (editor) 1993 The Jepson Manual: Higher Plants of California, University of California Press, Berkeley and Los Angeles, Holland, R. F, 1986 Preliminary Descriptions of the Terrestrial Natural Communities of California, Nongame-Heritage Program, California Department of Fish and Game. October, Jones, c., R.S, Hoffman, D, W, Rice, R.J. Balœr, M,D, Engstrom, R.D, Bradley, DJ, Schmidly, and C,A. Jones 1997 Revised Checklist of North American Mammals North of Mexico, Occasional Papers, Museum of Texas Tech University 173, December. Mattoni 1990 Butterflies of Greater Los Angeles, The Center for the Conservation of Biodiversity/Lepidoptera Research Foundation, Inc, Beverly Hills, CA, Oberbauer, T, 1996 Terrestrial Vegetation Communities in San Diego County Based on Holland's Descriptions, San Diego Association of Governments, San Diego, Opler and Wright 1999 A Field Guide to Western Butteiflies, Peterson Field Guide Series, Houghton Mifflin, Boston. 15 Staff of the L. H. Bailey Hortorium, Cornell U ni versity 1976 Hortus Third; A Concise Dictionary of Plants Cultivated in the Unites States and Canada. Macmillan Publishing Company, New York. Unitt, p, A. 1984 Birds of San Diego County, Memoir No, 13, San Diego Society of Natural History, U,S. Department of Agriculture 1973 Soil Survey, San Diego Area. California, Edited by R. H, Bowman, Soil Conservation Service and Forest Service, December. U.S. Fish and Wildlife Service (USFWS) 1997 Coastal California Gnatcatcher (Polioptila californica californica) Presence/Absence Survey Guidelines, 16 ATTACHMENTS ATTACHMENT 1 ATTACHMENT 1 PLANT SPECIES OBSERVED ON THE PROJECT SITE Scientific Name Acacia longifolia (Andr.) Willd. ACQ('ia pycnalltha Benth. Anagallis arvensÎs L. Carpobrotus edulis (L.) Bolus. Chenopodium album L. Chrysanthemum coronarium L. Cotala austral i.' (Sieber) Hook.f. Cynodon dactylon (L.) Pers, Eucalyptus spp. Ficus elastica Ficus retuSQ Lantana camera L. Limonium perezii (Stapf) Hubb. Lobularia maritima (L.) Desv, Malva parviflora L. Mesembryanthemum crystallinum L. Opuntia littoralis (Engelm,) Cockerell. Pinw. sp. Pittosporum tobira Platanu."ì racemosa Nutt. Plumbago auriculata Rhus integrifolia (Nutt,) Brewer & Watson Schinus molle L. Schinus terebinthifolius Raddi Senecio cineraria Sisymbrium sp. Tamarix sp. Tecomaria capensis Vitis vinifera L. HABIT A TS NNV = Non-native vegetation Common Name Sydney golden wattle Golden wattle Scarlet pimpernel, poor-man' s weatherglass Hottentot fig Lamb's quarters, pigweed Garland, crown daisy Australian brass-buttons Bermuda grass Eucalyptus Rubber tree Indian laurel Lantana Perez rosemary Sweet alyssum Cheeseweed, little mallow Crystalline ice plant Shore cactus Pine Mock orange, pittosporum Western sycamore Plumbago Lemonadeberry Peruvian pepper tree Brazilian pepper tree Dusty miller Mustard Tamarisk Cape honeysuckle Cultivated grape, wine grape ORIGIN Habitat NNV NNV NNV NNV NNV NNV NNV NNV NNV NNV NNV NNV NNV NNV NNV NNV NNV NNV NNV NNV NNV NNV NNV NNV NNV NNV NNV NNV NNV N = I = Native to locality Introduced species from outside locality Origin I I I I I I I I I I I I I I I I N I I N I N I I I I I I I ATTACHMENT 2 ATTACHMENT 2 WILDLIFE SPECIES OBSERVED ON THE PROJECT SITE Common Name Scientific Name Evidence of Occurrence Occupied Habitat Birds (Nomenclature from American Ornithologists' Union 1998,7'" ed, and Unitt 1984) Red-tailed hawk Mourning dove Anna's humnúngbird Common raven Bushtit Lesser goldfinch House finch Yellow-romped warbler Common yellowthroat Song sparrow Buteo jamaiccnsis Zenaida macroura margine/ia Calypte anna Corvus corax clarionensis Psaltriparus minimus minimus Carduelis psa/tria Carpodacus mexican us frontalis Dendroica coronata Geothlypis (r¡"has Melospiza melodia OCCUPIED HABITAT F = NNV = Flying overhead Non-native vegetation F NNV NNV F NNV NNV NNV NNV NNV NNV o O,V O,V O,V O,V O,V O,V O,V O,V O,V EVIDENCE OF OCCURRENCE o = V = Observed Vocalization ATTACHMENT 3 ATTACHMENT 3 SENSITIVE PLANT SPECIES KNOWN TO OCCUR WITHIN A TWO-MILE RADIUS OF THE PROJECT SITE CNPS CNPS Species Status List Code Typical Habitat/Comments Acanthomintha iliq'folia FT,SE, IB 2-3-2 Chaparral, coastal sage scrub, valley San Diego thommint MSCP, NE and foothill grassland/clay soils, Not expected to occur on-site. Ambrosia chenopodiifolia 2 2-2-1 Coastal sage scrub, Not expected to San Diego bur-sage occur on-site. Ambrosia pumila MSCP, NE IB 3·2-2 Coastal sage scrub, valley and San Diego ambrosia foothill grassland, Not expected to occur on-site. Astragalus deanei IB 3-3-3 Chaparral. Not expected to occur Dean's milk vetch on-site. Bergerocactu.'ì emoryi 2 2-2-1 Coastal sage scrub. Not expected to Golden-spined cereus occur on-site. Cordylanthu.'ì orcuttianus MSCP 2 3-3-1 Coastal sage scrub. Not expected to Orcutt's bird's-beak occur on-site. Deinandra (=-Hemizonia) conjugens FT,SE, IB 3-3-2 Coastal sage scrub, Not expected to Otay tarplant MSCP, NE occur on-site. Ferocactus viridescen.'ì MSCP 2 1-3-1 Chaparral, coastal sage scrub, valley Coast barrel cactus and foothill grassland. Not expected to occur on-site. lsocoma menzie.vii var. decumbens IB 2-2-2 Chaparral, coastal scrub, sandy Decumbent goldenbush soils. Not expected to occur on-site. ¡va hayesiana 2 2-2-1 Riparian, playas. Not expected to San Diego marsh elder occur on-site. Nama stenocarpum 2 3-2-1 Marshes and swamps. Not expected Mud nama to occur on-site. Opuntia parryi (=Opuntia parryi MSCP, NE IB 3-3-2 Chaparral, coastal sage scrub, Not var. serpentina) expected to occur on-site. Snake cholla NOTES: Nomenclature from Hickman 1993, See Attachment 4 for explanation of sensitivity codes. ATTACHMENT 4 ATIACHMENT4 SENSITIVITY CODES FEDERAL CANDIDATES AND LISTED PLANTS FE = Federally listed, endangered FT = Federally listed, threatened FPE = Federally proposed endangered FPT = Federally proposed threatened STATE LISTED PLANTS SE ;;;; State listed, endangered SR = State listed, rare ST = State listed, threatened CITY OF CHULA VISTA NE = MSCP = NarrowendeDÙc MSCP covered species CALIFORNIA NATIVE PLANT SOCIETY LISTS R-E-D CODES IA = Species presumed extinct. IB = Species rare, threatened, or endangered in California and elsewhere. These species are eligible for state listing, 2 = Species rare, threatened, or endangered in California but which are more common elsewhere. These species are eligible for state listing, 3 = Species for which more infor- mation is needed. Distribution, endangerment, and/or taxonomic information is needed. 4 = A watch list of species of limited distribution. These species need to be monitored for changes in the status of their populations. R (Rarity) I = Rare, but found in sufficient numbers and distributed widely enough that the potential for extinction is low at this time. 2 ;;; Occurrence confined to several populations or to one extended population. 3 = Occurrence limited to one or a few highly restricted populations, or present in such small numbers that it is seldom reported, E (Endangerment) I = Not endangered 2 = Endangered in a portion of its range 3 = Endangered throughout its range D (Distribution) = More or less widespread outside California 2 = Rare outside California 3 = Endemic to California ATTACHMENT 5 ¡:.: o¡.,¡ z", 0- "rLJ z'" ~¡;¡ ¡:.:'"' ~~ u'" u¡.,¡ 0= ...", ::3r.. "';:$0 ......... zz'" ¡.,¡~~ :;ou =" - u-.. <rLJ¡.¡ ...¡.¡= ",u... <rs:~ rLJ¡:.: ¡.,¡~ ;:;u "'¡u Qo =0 :::'" ~z _::: ...0 -z ~:-= ¡.¡ rLJ ø " " E E o !,! " V o ~ o V V o E ~ :I: ø o ~ '" ø " 'ü " 0. rLJ o Z oJ " ..: .. 0 " V Ü g .~ 0 o - õ,-g .... - o ¡j ] ~ 'Ë 0 õ o 0 ~ .~ :s ~ .~ 0 'E$3 o:E V " 1:..0 ~ " O~ o '¡; Z ø " .:< -" õ:: '" '" <JÍ ~ ;] .S! " " E,;:¡ ,,;"- ] ~ õë.. c.8 t} .5 ~ ø-¡; :¡ > a a ~~ -0 ø ¿.5 j 8 ~ ~ :c bO '~ ¡,: -g " .. " õ. o -0 § o '" '" æ 'S B ~ :'E S o "" " .. a " û o E o ?; ø " ~ .. ..0 " 1:: " > o - » 'E 0 ~ 'S ..0 .,., õ,.g 0.- ~~ " " .:< ~ ¡j '" ..0 è' v"'" 8..2 '3 §- O'~ B " " :,: :¡;' " ø " 15 ø o Õ. ~ V o " -š ,= - ~ .~ ø B - V -¡; " '.0 'õ' o .. ), 0. o " ¡>..':; 3 -0 " o " 0-0 ;:: .~ ,,; 1: -0-0 § 0 - " -0 ø o~ ~ ¿:: o " g. ;;c- oo '" - - - 'S ::> -0 o " 00 '" '" o o 'S ::> ..: .g ø ';: .. Ë '[< '"-0 !i 0 o " ~ 6b § ~ ti 6b .1::> > .- -'~ :'E 1: ¡£ rA E ~ ~ ::E¡j~ ¡>.. U rLJ :'E Ú rLJ U '~ ø 'bh o :g .'ê o o " V '~ ~ E o "" 1: ~ Û o " E o ?;. !l ÔÌ) o - ø " 5 ï: .:< " ~ "'- ~ 8 ø .. .. ~ " '- §'.~ o :: u-': o Z ~ ~ a ¡¡ _ v v 0 .~ 0 o - 5.;3 .... - o ¡j ] ~ ï§ " õ ~ c ;:: .~ '., ø ..0 i: '~ 0 'E Š o:E v " 1:..0 ~ " o~ o '¡; Z ø ~ ,2 ~ :g 1;: '" ~ bO o '€ o ..: 0.0 0. " 0-0 ø ,_ ø 1] 1: ..0-0 ~] " - v ~.3 0.: ¡.¡. u ¡4¡>.. rLJu 'r/) æ:'E o Z oJ " ..: a 8 _ v .~ ~ 0- 5.13 .... - o v ø " ~ ~ ï§ " õ ~ c c .~ :s 6 .~ 0 'E Š 8~ 1:..0 ~ " o~ o '¡; Z ø É " :'i! ø " .. ~ o oh r/) 0 <IÎ~ -0 " o 1: "..0 'Õ-o o " o .~ ~-¡; o v " 0 '~ - o.~ Ä2> ¡¡¡ r/) ~ " :¡;¡ ,;:. .. > ..~ " ~ ~'t: ~ ';;j v i2 "'g'ÒÌJ Õ ::: o 0 ~~ ,E:.2: .~~ ...¡o: ÔÌ) o 'i3 " 1: ,"" ..0- -$1 o " o{i fj .~ o v v 0 -0 ~ " - - - :-= § -9 v ~ '" o " = ¡: " '" » ~ E F1 ~ C' ø V " 0 ¡':u o Z d ~ ~ B u v " 0 'õ' B 6..13 .... - o v ~ ~ - " 'í§ " o g ~ .~ :s 6 '[< 0 'EŠ 8~ 1:..0 ~ " o~ o 'S Z ø " bO " ø -¡; " 1;; a ,,0<: 8 vi , " ..0.:< 5:Ë ø _ C '=! ....: G.I'S c "'35~ ~ ~'1ñ o ~ " ø..o .. E .'E ¡j ._ ~ N ·ë,£:¡ ;..::: eo 2 ~ ~~..9 * 0.: u r/) :'E Ú r/) u '¡;; " š v ~ ::Š .~ .~ ê 0'<:' " ~ .. '" ~-o ø ;,: a ;:, ~i: v 0 ~~ " " 813 o Z ~ ~ a ¡¡ ü g .~ 0 o - 5.] .... - o ¡j ] ~ '0 " = õ o 0 ~ .~ '., ø ..0 i: '~ 0 "'d 3 c;:E v " 1:..0 ~..!! o~ o '¡; Z ø " " '3 v v o ø ,§ ,¡: 11 .ci 2 u ~ ø " ~:-s! " ø ø~ ?J ø";' " 2 o v U ø ú r/)¡>.. Uu 'r/) t:'E '" ,;,: ~ E -5 ;.ê.,_ ~ ug ~ = " bû .;: " " 'ê :õ o~ ~""¿; " v u~ ~ .~ 8õ u"- o Z oJ " ..: a ¡¡ v v 0 .~ 0 0- 6.] .... - o V ø " .!-! ~ '0 " o Õ ~ C t: .~ :E 6 .~ .:: "E 13 o:E ~] .. ¡:Q~ o .!! o '¡; Z ø ~ o r/) '" -0 = " 'Õ o ~ o " '~ " 0. 'I: ~ c:j ~~ ~ '@ ¡>.. U r/) :'E ¡4 r/) æ ÔÌ) .§ ø " .5~ o;Š ~ 'r;; "> ;:: ø :; ~] 1;; 0 " ::: .3~ z"'" O!:: ,,'" z'" ¡;¡¡~ ~ 0... ;;¡ u~ ul>. 0"'" >-= ...'" ...¡.. ;:sO ",,,,>- ",z!:: z","¡;:¡~ "'""'u" ::;;0_" = I>. >.5 uOO~ë <[:¡=o ",u",~ "'"'"7 <I>... "'~ "'";;¡ f:lu "';¡u ClO =0 ¡::'" ","Z >¡:: -0 !::z ~:.:: "'"~ "'0 Vi ¡¡¡ o o u Vi ;;¡ '" <t: '" Vi ;:: oj .. " '= E .. >: ¡¡ § @ ~ " oj ~6U OJ).... ~'";O " ~ " "'O~5 ,¡¡ u '1) ~ ~ ..s~£ »- » ..0 »..0 ",..0", ,,'" " ~ " ~ ~ ~ ~ oj oj oj ]]] " - " ~ ~ ~ oj oj oj "''''''' "0 ~ ~ ~ iIi <.fJ <.fJ '-" O;:¡;:¡;:¡ ~ II II .!J :.:J ¡H: ~ ,¡ S .!J ~ » oj ~ '= ," >: 'iii ~ ;: '(; g" U 1:: " " :g.g .~ .':i " ~ .S ~ E<E e-..o '¡¡ ~ " 0 ..0 6¡¡ .~ :s! '" 0 ¡g ~ ~ .¡: oj oj " '" ..š '>: " ,¡ a2! -5..g :E " ~ ~ ~ ã '5 ~ ~ ~ iÙ 'õ Ó ~ ..0 OJ)_ - " oj :3 e ~ <.fJ .8 /f.! .~" " OJ) " .5 ::s 0 ,,]g-¡; ~ ; ~ ã ~ 51.;; 'õ ... ï:: < ~ § C':I o CI u ,- ,g ~UJ ~ 6 c e ~ u Jo. o..~ v ~'õ°~5~ g .5'ô' g'li'U 8 ~ õ '§ E .5 ...... =oo~l1)bJ) .S 0 ~ .¡:: .s c Uv.l~lr¡_ ï3 &.~ iU -.~ .s.... ~ 8.(')..0 §"Oë;ü 4-; ..:::..... c ¡,., 11) o <.fJ 0 ü·.... iU "'t:I f,/) Q.) "'O..c <.fJ 0"'0 iU en iU 0..... 'û ~ g t.g '5 ~ 8. ;> ¡:; "'0 ~ o....s <.r.I 0 5 C Q.) '1) _ o C,J ::I 1-0 .D .E E¡:::¡gQ)>'~:E ~~oa;:fSC':l {j~o~> ..c "'0 e.Š 0 iÚ E co ~ §p,.. "'0 ~.s-s "(J C ...... 11) 1-0 c:':I .- 11) ~ o.,f! b ;>";:: ::: 0..'- 'P öJJ- ¡: "'0 <J:dl,.~~C"æoo "0 'õ I-; 'C .§ .~ ~ E ~ ë ~ ~ ;3 ~ ü 'g - .... '1) 0 co "'0 0 .... <n';::¡ o "u C '1J."" .... r.n '-' 1-0 Q co 1-0 .D..... co § o.i~..c~~3bV; ..Q 0..'- .~.- c:!j c 11) <.fJ ...... i1) ~ ::: <.fJ 0 V) I:'d <EO", §'iii''''.f:6¡¡ co I:'d en ""2 u oS.!9 U d) ~ ~ " - oj oj " oj ~ c c 'E..'~ K K 0.. K .¡: ..s:..s..;: -;~~,",o~ co ;.::;~_ Kr-r-_r- C c:':I co ::s co U u:E ¡.... . . . . II II II II ¡¡II>. u (J ..s~Cl:Jtr.I ouu::E. APPENDIX C Cultural Resources Survey Report -~fmN -"'?) Fifth Avenue. Suite 200 ,,1 Diego. CA 92101·2358 619 I 308·9333 fax 308·9334 February 28, 2002 Mary Ladiana City of Chula Vista PJanning and Building Department 430 F Street Chula Vista, CA 91910 Reference: Results of Archaeological Survey for the East H Street Project (RECON Number 3583A) Dear Ms. Ladiana: The following letter report is submitted in response to your request for a cultural resource survey of the East H Street widening in the City of Chula Vista (Figures I and 2), RECON completed a field and archival investigation to gather information on the archaeological resources at the project location. The fieldwork consisted of an on-foot survey. The archival research was a record search of the data bases maintained at the South Coaslal Information Center (SCIC) and the San Diego Museum of Man (Confidential Attachment I), One prehistoric site, CA-SDI-10762, is recorded directly adjacent to the north edge of the project. Two prehistoric sites, CA-SDI-10761 and -10763, are recorded within 200 feet of the northern edge of the project, No evidence of these sites was found during the field survey of the project site. No cultural resources were found during the survey. and based on existing conditions none are expected. The proposed project is located in the city of Chula Vista, the largest city in the South Bay area and the second largest city in San Diego County, East H Street is the northernmost of three parallel routes planned to serve Chula Vista's southern Sweetwater Community and Eastern Territories. This area is expected to experience rapid growth over the next two decades, significantly increasing the traffic volumes on East H Street. The portion of East H Street affected by the project follows Rice Canyon east. The construction of East H Street and the surrounding homes and commercial properties have severely impacted Rice Canyon (Figure 3), The north slopes of Rice Canyon, which form the norlh boundary of the project, have been cut and filled to form terraces for residential homes in the Hidden Vista Village development. This work extends along the entire length of westbound East H Street for the length of the entire project. Directly south of the project is Terra Nova Plaza, a large shopping center with more than 50 stores, To the west of the project are Interstate 805 (I-80S) and the H Street/I·805 interchange, A proposed Caltrans project to widen the northbound on-ramp from East H Streel to Northbound 1·805 will work in conjunction with this project. To the eaSI, East H Street continues along Rice Canyon to the Eastlake communities, approximately three miles away. The proposed project is the widening of westbound East H Street from three to four lanes between I-805and a point approximately 550 feel easl of Hidden Vista Drive. A second westbound right-turn-only lane to 1·805 will also be added, This will result in a road configuration consisting of two exclusive right·turn lanes to the northbound I-80S on-ramp and two westbound through lanes on East H Street. The toe of an existing slope along the north side of East H Street will be cut to make room for the new lane, A retaining wall will be constructed to secure the slope, In addition, a bus stop just easl of Hidden Vista Drive, consisting of the bus turnoullane and passenger shelter, will be changed from a nearside bus stop to a far-side bus stop, The new bus stop will be located west of the Hidden Vista Drive, Harry J, Price conducted the field survey on February 7, 2002. The field survey cnnsisted of an on- foot reconnaissance along East H Street for the entire length of the proposed project. The terrain has been extensively altered from its original configuration by construction of East H Street and Mary Ladiana Page 2 February 28, 2002 developments on both sides of H Street. The toe of a 35-40 foot high fill slope extends for the entire length of the project on the north side of H Street. This slope is man-made, constructed during the Hidden Vista Village development, and is covered by non-native landscaping plants (Photographs 1- 3), No original ground surfaces remain along this slope, The project will encroach into the bottom of this slope at a horizontal distance of approximately 12 feet. Construction of a retaining wall is proposed to stabilize the remaining slope. No cultural resources were found on the north side of East H Street in the project area, The area directly south of the project is also extensively altered from its original configuration. A sidewalk and narrow grass strip run along the southern side of East H Street (Photograph 4), Next to this is a slope that drops a distance varying from 20 feet to 1 foot to the Terra Nova Plaza parking lot. The slope is a result of either the construction of East H Street or Terra Nova Plaza, In either case, the slope is man-made and no original ground surface remains in this area. No cultural resources were found on the south side of East H Street. The location of CA-SDI-10762 is in the area of the Hidden Vista Village development, directly north of the project, in a drainage that is now the route of Hidden Vista Drive. The site is recorded as a surface scatter of shell fragments, with no associated cultural artifacts (Smith 1980a). No evidence of CA-SDI-10762 remains, CA·SDI-10762 was destroyed by the construction of Hidden Vista Drive, or by the grading for the houses directly adjacent to it. CA-SDI-10761 and -10763 are also mapped within the Hidden Vista Village development, approximately 200 feet north of the project. CA-SDI-10761 is recorded as a shell scatter with no associated cultural artifacts, farther north in the drainage where CA-SDI-10762 is recorded (Smith 1980b), CA-SDI-10763 is recorded as a shell scatter with two possible cultural artifacts, located on a ridge to the east of CA-SDI-10762 (Smith 198Oc), Both of these sites were destroyed by the Hidden Vista Village development and Hidden Vista Drive. Neither SCIC nor the San Diego Museum of Man list reports of the mitigation of any of the three sites discussed above. There was also no site record update discussing work on any of these sites. This could be due to the backlog of reports that have not yet been filed, No cultural resources were found during the survey, and because of the disturbed condition of the project area, none are expected during construction. Because of the extensive disturbance. no monitoring is recommended during construction. If you have any questions, please contact me at RECON, ff-tVA-ð fg~,- Harry J, Price Project Archaeologist HJP:amb Enclosure(s} Smith, Brian F, 1980a Site survey record for CA-SDI-IO,762, Survey record on file at the SCIC, San Diego, 1908b Site survey record for CA-SDI-IO,761. Survey record on file at the SCIC, San Diego, 1908c Site survey record for CA-SDI-IO,763, Survey record on file at the SCIC, San Diego. rv' vt=(~~ _./ ~v / 'I ~ \ -I- f 'L MCB Miramar h ~~,:,,""""'" ~ ...¡ '"'<.1 '~...... '-- Air Station V !-) T \ \' '\ '~-7 ~ Y--'_' "a tel ¡ "'-v.'-' Y\)~)f~ Q - f' ¡Y' - / Rt- ~ - ~ --:'~~ ~ # . ,\~¡)/jÇl\tI ,\"" ~ /r"',~> J ~'';,~ Vf'Q; I ~/IT¡\.... K h.. ~ ^',..i --..) A :::::d / ~ ~~:M 1'T '\ "'2., (), ~' .A~l./1-/1./ \... ~ _~~.....--; . '\ '¡""_ -u;;.. ,II k V .~~ '( ~ ' "~, ~ ; ;.-~ : ~ I ¢---/ ~ eld.:...ð', J ~ ~JfT ( >--r \- ~ i ~) ~I( ,/PIC Iò",!:. ,.r-< v/ ~_ ~y 1'] lI.Jt ~ I"~";::? ,,\,.1,\ ~" J:r-Ø ?SR::en:v~~~rl Æ .~ "'(\ JI< --t ,__, "\.J. 'rY r /""_ ¡ , '\ lY,--:*" ~. ,__J ~ ., ~, \ \: _J' ; ,. <o'''''..J h ~ \~ 'j ~ \~/ lIL_/,\ 'j \ Low r\.\1 ~\~ \ \ Re, .. /,Jtr \ L.,.¡ ~ '.1 \ -\- ULr r--ì 1_ T f\. ',_---- r~ J I ~ ~ I ¡' ra<:R /-J -'j . ~ ~ UNIT¡;;;\ '~}rAT.@_ , ~ "c ~__ - MEXICO ,\,. J-"""¡ J- '¥'-J f'.: /' , ./ -~ ~ " ...., '" "" r ~fL~N I@ tJ .. Project location FIGURE 1 , Miles 3 Regional Location M:\job$\3S83\arch\~is\arc[ec.apr\figl (regl)·final 02112101 ,.~..~~~ "- ·-T1, . ..f1._:;J h'/"'1 ." .\,' . ~_ _" .......;! . '-": ·c,'-c:;;""~...- '?'~ ,,-- 11:, :. --,/.'. .,..-... vrSl'L--' ,'. ." I . -. "...- '~.d\','-'''' .... '.>' . . ,I, - _ .. I>L/t..--. '2:!" \..- \ 4 \ 'u" ~~r:.\'. .... I ... , , ., . ,.,.. \..-, ::;11 .~/'·',":" ,'~ 1 ;,,,1 yo , .."~ ~ M -"11 I"; ~'...-"~ ' I I L' "--:' >\ ".' ~'" /oJ" _I''\'' .~ ..... ¡ . c.' -::. - I <, ~ .~, ."~~- T ...... ..' "", .~ ~ 0':0-- '.""",,,,-'Þ.-~ 1 ,,¡I; \' -~ J...,." f*".... . ~ r' tjo~" c1,! .' .,'...< ;¡;,z..,;'!"_j""--' ~ . .~~ta~ .~F""" ,': " ..;f...;.... ,/ ?:'~1'".,..,.. .. ..~....'...,. ~'/ .j . \ ", ".'...-. ~... /. ........ - """'---- J "r ., .~ '/ ·f· .. . " /',...........-...-..:::,. ...\, ,.' :., " '-'. ~. ,_, t/....,I """"':¿'" "..I~..t'."." / ,"\.. t . t... ..' ßI.;. .' F/ '".' .... (F. -.":::."..~. ',: 1':-.' . -< . ·~~~:_·~:~~i:·,~,~~-.' ""',' " ..".J,..._'.. ,.,' L\.- ,'\ 0 1""', I 0,........·' (Q!;>\ ...... ...._... I,~ ", .:.' r." ~_._ I, .',' \, ....", ....-'-~__~_ "...: ',. \ ..' " é.. _~>' '"." , ". '..... "!fj' ~--<"'--"'>''''' ¡'11" 1--..,,\ -".. - ~_. 1 ;I" :' ~ '. ..... ~: Y 'i\ ~ ",_ I' ;" ;, '/ "'/,. '-,f :,~,;.'~, '; : '''';¡' "',\~"~, ~ :,--.:> fi)~--'''''"~ , ./ ':'<'.:><"~"}'> ~, "~ ç.:,-;J.--', ~'c· '-:';/v-,t i .~. ~(þ.() e. ',-"-:i:-:,--" \....._ _) (" -:;:,) '__,__ PROJECT LOCA nON C'{ . ..' r- j \, ..-, ":: '-' --'r--:- 1,1 ~ \, \__. I "~'", I' 'I -,,' I. L ",<-,:/, - ,,/'.r<7..j~ I ,"'-1, r-\ ,/ ¡__ :__- -'-'~,:---7" ,¿----~'~t-.~T-:7-~~----v-- , . }. I I n I I '\, , fl- I ·'he I"·. I I 1 1 1 J j'..-" /: " r ,. ..... . , '-. 1. ~'I" .~,.J- ¡,._ .;,.. f -\ .'" ~rJ: . ~'(\ ~ ;. '. ~c~;c - n::la: ',~\ 'I' .- ~f~~N [@t 2000 Map Sourœ: USGS 7.5 minute topog;aphic map series. National City and Impenal Beach FIGURE 2 U4,()()() Project Location shown on USGS 7,5 Minute Topographic Map o Feet M:\i(\h,\_l'iKl\gh\arCICC_Jrr\!ìg2(ll~gSI_!iIlJI 1¡!OllOl ~ ~fL~N I@ 1\ Project location FIGURE 3 Aerial Photograph of the Project and Vicinity Feet 300 M:\i()I1.'i\_~5(i7\AR(~H\gi,\an':lcrarr\ng- 3 acri~l·fil1al 02/12102 ~ ~IDJN ~ PHOTOGRAPH 1 Looking East, Showing Fill Slope on North Side of East H Street PHOTOGRAPH 2 Typical Slope Height and Vegetation Cover on North Side of East H Street M:j(lbs'.JS83\arch,graphics",po(o~I.2cdr ~ ~æ~N I@ PHOTOGRAPH 3 Looking West down East H Street Toward the Interstate 805 Interchange PHOTOGRAPH 4 Looking East along East H Street, Showing Slope and Landscaping on South Side of Road M:jobs'J583',arch\graphlcs"POlos3.4cdr i u ¡: '" '" ê3 .. ~ " o o '" . o i';-~ o. 0- ",0 .. ~ ... . - co:: Ë ~ (~ ~,~ -. oJ:: u .... '" <1.> ~ ~ < "0 ¡¡¡ c=::::, 1!i!!J~-- ~ ~Î = ¡;¡ lç" !!!WI -;- !Ë, iLe:.1 t ~i I· . _~'I ~ ! ër' [\k·¡P r I ""-~-- ¡ LÇ~j . z . b() o ¡:: ~ ·a ..8 ~ " CO < iiI " u s: 'S ...... <1.> o 0 Û IZI ti iU ~ æ E t; 0 CI) -~ 0 .... 0 .~ ¡:: " : ~ 0 " > S"~ 1::1 N c3 .~ Ê 0\ j . § g~'ð ",- ~ N ~ð¡.ª J~ ¡¡ ~ ¡¡( x"" 0> ..N ;; ... ;;Olo..'!! ti·· .:: " .~ N 6) ~ð~ð :ö'i'j . 0 0 .~ .: ~~ Q N .0 CZ . :-~ ,-," ~ ~ " ~ ~ :5 ~ 'õ~ ~~ ~ ~ g.~ " . · .- · . £ ~ ~ 8- .ä ~ " 0 · c Õ . c ~ ~j § ë ¡¡g 8 ~ .:!!] F" . -d'::: ~:o c . _ 0 ¡¡-g 5" 6 .~ 8ê ~ ." _H oS -.. ., ~ ~.s! oS li~i ¡ ;.~ -š s r::r' ~ ... 0 ~ š~ ] <> it: :.:, ø. ¡: ),2 ¡1J iiã~'; "[ 21 ~< ~." · .F' .~ ~ l~d h .UI- 5~ 'Z s ~ ~"i " .£; e:l A,,ªIŠ ... :3: In ::0 - 0 ~.,,~. ~.8.::! ~ã.s~ ~"'-s ~¡r>i! i;;.H í!N"BoS .,.""'" ., .;:: '- ..... ~ .! ;.. ~ A-ð ; ~ 8 .g-3'~~ §'~ 5 P ~ ~ ~1 ~ ã]~~ ~d I å.gji ~~: J u.- .. tf :a g :g .. f! [ijO -" ¡¡.i j ~ _ ~ it._ 1>11 .q £U5 ~~ t1 ~H r]~ !I .::: OIl i In· ! u:t it:.£ 0 u .~ ~ V, J!!!e ä" ~ ~~ H'B õ:sJ.~ ~õ en ...= < ..." .. ~ k ~ < ;0 ~ ~ ::: ~ ð. g. ~ a: ~ = · ~ . ~ ~ .¡ .- ~ ; §... 2i' J, ~ r · - Ëã. · ~ ~ · ~ I ... z '" ;:; ß u o ... '" '" 2 ~ 1(1 ; < o ~ .... ~ Ë ...:; u , ~I ~I gl Z =¡ 0 ~ ¡:: ~ ;:; ~ ~ . 0 ~ ~ ~ ~ ~ ~ ~ 11 ~ ;~~~ ~ 8ð!; ~ ¡... =;2o~~ , ~ ¡....xo~~ ~ UO~W>O o i>2¡:r:¡07:~ .. ~ ~o~~~ ~ Qcc...V)o...... n ~~ ~~ <- .:q '. (r ~1 !!!W1~l ~ @ I~~ = ~ I; ~'-~ I ,::- = , IC~í = "--1 <r: I ~"j, j , ~.o~ M__ 'r-:~ o .c.: ~::;;~ -0<- M :5 M Ò ~ ~ ~ s õ ~ §~ Ë ~ a> ~ u =.!: IT.... ¿ <1):;10<1)_ :I:õ ~.~ 3.... ~èñ> ~ o·§....-ã ·>'",o,.¡:: ~8¡s:~u ë " .§ õ1 :I: ~ ~ u o :;0: :;g M o o M :I: U en , " "§ " ~ " " " en :I: ~ " '" . .s - <B ~ "' " ð ;; ~ -" :2 " ~ :B " . E § u :: ü .~ is õ Š " " ¡¡- e. o .Q " " ~ " '" - o Õ " 5 1ii ¡¡- o " Ë <B ~ u " ~ ... " u g [ ]~ · . u >.~ ~ Ë "- 0 9-= ~3 ,:: ~ · - ~3! g § " . u~ ¿ ~ -- .~ 9 "E~ (3 -I: g."v> 5.e u'" ~ü - " ß:E n > . §.§ .§ .~ o Z u .¿ .'5 · ~ g æ B õ ." 5 " " E 0<:1 g, o e ~ U._ ..... ., N õ E E o u " is . - ... t:: Ii) O!)t §]]g .2..5] ~.;::_::: ã .~ ...::; is ~ ~.a §oQü~~E",:::E .:::~.s.¡:: B ~ ¡;'.~ <1)"3 <1Í §---1.5 ~ ~ -:5v.~ I-< ¡¡¡ ¡::.....o --:= 8:.....- 0 ('; ßë3 ~'"":"B.E ~ -E<l9 ()<Q_ 01):;::: iSt::-o': ~ ~ï::~ ...J 0: <1) §.¡¡¡ C E.- -!TF.J:: îS ~o:::r: ~ 0 g ;; .¡¡¡ .... ~ ] ';"" <I) <J.) ¡ß E ¡¡:J -:5 .... 6-5 «i= VB ~ U'J......... o:,.c ".5 Q.. '- 0 CJ') 0lI:2 Q..'B '" o~§'56§'::::§ ]U=~-fi¡~~] ~~ 8 §'í?~.,g 8 _.:::;N.~O~ ¡¡:J~ ~~ è>.;:E-o ~~ a g,~:E';;;'.= ~> .... Q..¡;;"û ~ <1).-,....J O': <~<.i3c"'<I.>~ .5 ~ "'] ~ @ -:5 ~ ~~] ~~,š~~~ EQ{/)OJJOJJ2~>6 o~ ü!§'õ <:do; ~~ :0 ~':~n~U·'¿j ~ 6~Eca{/) 't)JJoj i:;"=''';;'ß ~O"2.a c; ~ ~!E'5 Ë~ ~g;g ¡:::. '" ~.- '" '<t ....uþ § gp.£'-ê~ c 'S: '- :=:'':: 15 c.9 EU) 0 ";'~ :>.]~g t::O¡::CCU_d¡::¡n o: ~ 0.2 cu c"="_ . e-[3'~-g;9~~~~ o OJJ '" '" ';::~cuQ cuz~~~u"'§:I: .c OJJ ... -= ) '" ~ "=' '-' I-.DQ.,._ ......._ ..: .... - o ~ " ~ ~;.:. :ê ~ · . "' " - . - " o . ~.- " ~ ~ § 3"g. -g , · 0 .s " ~ ~ -å2 " ~ " v - "' o _ ç;:;....:; ·0 .§~ õ- ~ .~ 8] .~ i:! "''' ... . -d .,t¡ · " - ~ o " o 0 fl~ E g¡, E .~ 8 '8 cO " · .5¡.; . "0. " 0 £-¡j > . . ." " u .,,"' E'45 0." ª"2. · u 0" "E" ",0 .~ § 0._ :s!E "' ~'E " 0 o " u ü. '~-~ ö-fii -=.~ ,9 <8 16~ ~- o ê¡¡. æ§ .0 J:::] =- 'ca ~ " 0 U 0. u 0. _0 - " - - . .9 ~ "0 "''''80 ëJ Q.."8 '" E '" N ;: r: ';:: _ "¡;:j "¡::"" U5cZ: ::§-g,,=,~ 3 g ¡¡¡ E ~~..; ~ '':: 1::: ~ 0 o; o...Z ,5 C VJ "=' "'8:g:I:~ §"'?to,,=, ~~d5~ '-.c -0 ......."='('-.I ":;<O-do ....oo'<t '" öJ)Q:::~ öJ)ç;:ç;:_ ¡:: 'C 000 'C <U >-,(") ~~§= .S U 1:: ~-g"€.8. v <:d d OJJ ~,~~~ ~.g~] ],~ ri~ U "=' ~ ~ "'õ~V5E :>. @ .5 c... ð~~ § -d£~~ £ 9 'C u gü~s ë ~ æ c Ë2:!ø..g 8.c .9 e; 0,<;:: ;::I ~ U ~ <t Q., o N õ · E 1ii ¡¡- o _ u ê~ -0< õ_ t:; ~ ~ E Ë'E ~¡¡- ijo " . ::;;-5 "§.s 'ö'§: d - 0 ã ~.~ [¡-.s ê "'"8 0 ~o~ "=' 0,5 aU" ti1 '!:! uv"E '~~<.2 200'- 0. '" ~:I:'<t '~§~ §]~ §[¡~ ~3=2: ~ <> ~E- -=0>' 5<t: ~ " 0. 0 Ô~:::8 E '- ~ Ë ~.g¡ "¡¡OJ " - - 0._ . . = . OOJJa "~ ~ "'0 " "'M'" · ·w .... '" .... 0_ ig o 'ê 8 E u 0;.;::: "'8 " - E:~ § t: g «I..;"@ ;¡ OJJu .s~<o- §'~ ~ :.e1J.¡ [¡ g ,Ë ~ u u :: "'8~ g. .g ;, ~ c"' . ~'2:g «I :> ,~ ~ []; ~ ê"~ ,- "=' -= îi § ~ "~-] .~ 0.. ~ ~ 0." ~~~ ¡-'s§ -d,,=,u £ f .= g 'g.~ ~ ~:= E] ~ §===~ U. 0. C N -u"-"o t;!-;:;N,D -~ ~E¡::£ "... 0 § .....:ø"2 ï5.0,.>O,J ~-;~ c f:ê'-'£ ;iO:\.Oõã ,:!::¿g::", ~§:::§ ~';:: 'B 1) t ~'E õ.. 8.§ ~ 8 "'N'" 8 ã ~ O:¡-'~bS - ". 0..... 0 ... ~o:s:-.!:: 0- . .-= 5 0 a 2~§~ too:c:"'C " 0.. Bö.š~ o "~ -'0:::::;:0 s'Ë :.0 g,~]~ "'C"@O:.D ,~u ....·12 &~,§ 8.. ~...u 1I).c 2 "'C ~.,:: ti1 § ¡g ;::: § :: ~ 8U,ê 0." _ -«1...[; ,ê"§.Q] . Cu c..."O 8 g~...:.~ ~ C ,ê,§ ~ <,-,'- C... "'C ~lI)q;.s"'C ¡-',.cUoo: Q .... i5 ~ " ~ :] ,§ . .s - o ~ ~ o 0- u -g u " . ~ " -g '" g ~ ~ ~ " c E ,~ ,~ ~ o 8- " . " ~ ~ g -d f£ ~c8 g ~ - . =.c .- E .. E~ 8::;: oj N v ." " :E, ,-,;::"0 ~ e ~~ 1) :: ~ 0. 'ê ,S¡ ~::a "" " 0 > 0 -6" " " o " " 0 '0. § E .- . 11; ,5,5 ,,~ ~ . E'~ ·õ E._ u . i:; E 0.' ~ ",l!:! 5b2 ..§.~ . . ~.D ~'t; <Be ~~, ~ ~ -g~ e~ ~ =" <to u 1i Ui o ¡ " ð " " ¡ o §' ~ , ~ , ~ " : ~ .", .... ... ~ o u o ... '" '" z ~ '" ~ ON "0 eO "N =ëgN ';.Q~ """ 0._0. · ~ · · e e · u " c -¡; · '" .. =c ~ ~,,; .g ~ t:i qJ~ PoY"C "'- ~~q)§:t:¡¡¡e¡¡ .....v.;.s ölj~ l3..E:{j ~:z:; 'ö'S :s 5.s:.a g~g.55ê:Ë¡¡: "" LiJ'- 00 Ei Q.Q..... ~ ; Ioi liE ê ~ ii ¡j § oS ~ 5 .;; == ~ ... o :;¡; ¡;::.;::: c ""!t: £ .go§~L~~uÆ ~.c u "'.~'- -æ "" ~'õd)§=~¡:';;; ,, §Æ·€.B~Ë--g -5._ OI:q::: 8.J C"'" 'õ .g..5 ~ I,) ã e -s. ~~:~~ ~õ.'~ e :6..-8 ~ u]_s~ 8 B ..( ~ .~ U (¡j 0 1\ '" ~ 2 0 u c C ] cL"5 Q:;:::.5.,g.9 ~ ¡gS'ii:ío5:g(O ~E C.ee£ï:¡:_~Æo e' c -= c "I C. () 0. § g:E ~ ! ) ¡; c "C lJ "0 '9.-;;: '" ~ ILl,S ¡¡¡ ... § ð.. ~ .~ ;> .s u ~ ; ,g .~ "E § g,.E Ë .~ o.c c·.. "C '" > .;¡s.8·S~¡¡¡~§~ ~c~§~~a~.E ~ 0 U:.::!._ O)..c '" o ",'" ª 0'" ~ ~ .:::.~ .- g .:: ¡¡:¡ 11.\- '" -.c "'... "C E ..sug~E-<~ OfU'¡ 'õ-=":! ....~.] :;;]U <g~-g i3'~ug {'f) ~::I 6 ~.= .= ] e::c:¡:.B:£o~§!::::! ~ ~ t:í t:: -5 u",p::: > ~ ci) ~ g 'õ ~ ~.¡¡ ~ 0; N · .~ " · · 11 '" · .~ ;¡ ~ · z " :I · " ~ :¡j æ .5] ::rg ~~]Æ"" I:) I:: U 1;I()!!3 .... '--0 c C !:: :.... ",'':: u .9~ u·~;; .<:::";;::2 ~ 5h "'.....;> ;.:: §~8U'" b-=:P-.-5= a c: "" _ ..c "'::$~<:>¡~~ .~~] E~ ~.s-?o_ <:¡¡ a..... '" ..c~-cS ::;:¡.c. "t.=: 3:"'1::I':::-'ffi § æ §.~~õ. ~~:~:~ ::t: c t\'- f-< _ .,e t;ib~... Q.. ~l:: atS: § "::! ~.5 c:'" §-2;::Æ"g .g .90.;::1 '<; ~.¡; c2 ~ ~ §.~'Ê : "'t:,:: ~ g I 3':';:::.= §.g;:~CJ '''=:''S ~ __ '1 .Q.L,. o::s c::- E O_!oJ 0) ~~ ~ ~£ Qc:¡;: ~_ t:~~ o..~ " - . 'E'~ ,.;-"'ê.g . p..,....o::«!«!¡;.Q '<t~'5,g ~~'ê ~ ~~·.....t.;:;.S ~;: s:: ffiJc ¡;:j Q.;~ g.t¡; 81;; . ¡:¡ 0"" . u .c. .¡¡ ,,"E eo ~ ,Q~ "'O~ §-=- o· ~ª 1:- o . o. :s.s '1.9 -. . " £.! -. .- " t>..E ¡¡e ë.ß;:::., Ë~~ ~.g ~ ~.~] ¡;- Ë.t:£ «! ~,b .t:~8 o~ e ::J:,a g~¡; ê~·t'f .- c >,0"': 0" 0 "SZ o . . ,oJ:::ã ."...¡ ] g § :-8ti :=~~ ~~'" " .~ Q.~œ 8 ~ § Û .8 ~_ §~tJ~ "O§§ - c:: e"O c:: --;,. er..; ~ =' ~ o: Ol.\ t::: t::: ..... ..c::.Bu~=£.Q~M --"€Ol.\'õ~~.!.o~ g 0 oS '" ri1.9 ,ª..:ð...:.o: c 0... --, u ~or;__·~~:.a2~o ~~ ¡::;: ~£ t::::::zs 0:1 ¡j ~...!.. g 8'õ 8 «! --:::: .s l:J ~ -- t> e >,::: ß E ... ~.~ ~ .~ ~ 8 Ol.\ e 'õ ~ e Ol.\ <= "'.5 È; ..... __ ._ ¡;;¡,..r;;: ._ ..r;;: -J «! .., ~ <U "'0 ~..g ~...... ff! ~ ~ .~ ~ ~ ¡::;: ¿ ° ~ Vi t::: 0 &. 3 =' .2 ~ "e- ·e«!e<o:-."'Otie._ 0:: . .;; "8 8. ~ a-;; ~ð>]~·.§¥~~ c:: ~ fi ~]"O';;;.E ~ 0¡¡:::::g~0:I§:E0~ """.50--- ~.t:s8·~·S!'Eg~ .s9~_~"'~t>gf<= "'0 tí ~ -" Q. ~;p·ß c:: o: >. o: 6 .... ~§::~.~.Ë-št:~ t> '¡:: ~ e g ~ B .( b ~ ::! ~ .;¡ ~ 'C U ~ ~ Ol.\¡¡::£ee~~u8. ;:'~e §:8:~8 8 e O';¡; e = Ol.\ > or;:s! 0.. c:: «! ......- c:: c:: >. =' <U .9¡::;:8~~-8B~£ ·¡¡j;;§~-¡~.ëc::1i § ~'~"""9' 5s·;¡·g 3 .t: !!::: "'0 __..e !oJ p.;;;.c:: ]õ,g-@¡~~6..C::~ r-- c t-<·O ~ CI) go.s ~ ¡j N ·5..:0:;:' gf'g ~ !?f'E ~ " 0 " .s-Š:2o:: t¡¡,~<u ~~ 6.:2 -s.~~ g -8o.¡;;;Q. Q., §.- 0 £ ..9- 0..:0:;:-....."'0 ... b.oO'" t: ;::¡ <U 5 oí2u,! ~';'5 5 0- _c:.;,t¡)o ;:;:'-<=<~ ~ 0 ~ ';;'; .~~] Ë c -'a :;~tí!ü t: Q.,"'O ~ ~'£ ~ ~ 1::.,"'0""-,, ¡::"'s.¿< ~:: «!u _:-;:: o !oJ ~ ;::g'[ &~"'p.. Q""eo .1:;0-,J::: ""V:J <l.>- ¡::;:::~,e _ 01).- I '@ E: ~ c:: L~..l' C .g ~ ~..8 .§'.!:: § ê u--;';:; ~""E.:=. a 0:':;:t:0 ...~O() áS....l;þ 'õ'O::S .!?p1;: Q:; ::E" LIJ ¿ ..f~ ~ 'd:~ ~'h:.,~.~~ ,,~~;:: e e _...1::1 0..... · ~ o ::!: · <8 o o ~ " . ¡:, ... . == ... u " -e o u S o ê '" · tic u_ .c", -'" §~ -'" ¡¡- e::: 5~ 8'a1 .£ t;- .£~ O. E:;; o. §::~ o;¡¡ . . .co -u ~ <Eg g.õ' »0 ~E H ...'" U N ~ o ~ . '" ~ '" '" N ,;. o ¡¡ u . Ui t .c u ¡; 0; c .s " t: o ~ o " ,:: ." :õ o 0. " o . -~ .2·;; .o. U'" 01- 8~ -" "-0 "'¡o ,..¡> -. ",0 , ¡ ..g, ð I i' .5 , ¡ , ~ ~ , ~ 'N ~ ... z '" :::: :::: o u o ... '" '" z ~ '" ::! ~'~¡~¡ I ff') ,...~)I 0 j-:: =: '-' I; (~ ~ ~~', ,- Eo- I!!!·,i: ~ ,,,=.,,,1 c~ ...¡ 0; ..j ..j i'~ <:'j ~~ ¡:¡~ ¡.¡'" ¡;¡¡;¡ ¡.,æ ~ê CJ]~ ..: ¡.¡ ... '" c.. o ¡:::¡~ WO ~N 5~ ~~ ...{~ ¡¡)o ~" ð:::¡ "ð ~ . ~~ ~~ ~z ð~ ~w _N ~~ ~~ .. ÕÔ 0< !:,t:- ~Æ ~0~~~~ ~~~.;..::;~ °S<::::r:¡::: ffi ø_~~~£ í3~f:F~~~ O<c"',,::J>< ::::...::g""¡¡~ :;!uh: ¡¡ ...~~ ~ , < ~"~" oe1 "'..... <!2"'''-: ......< ...;:::::;>; L.r:::.< 0,,"7, ~~~ " o . '" ~O~(fj 2:'~~~~ E;:;1;;1<v< ;':0:i:;:~z "-, "";_r>: ~~§"';:;æ ",_õ:2",> ~~~j~~ " o i' ;¡ " 11 -¡; -¡¡ o .~ ~ ! g ~ ~ · Ê ;; 0 ;.. .g .~ u ~~ · 0 S::';i Ñ2 ~~ ~~ S:'õ M" o . .!2,s ti -¡:; " " ~ . .g"8 o 0 U u · . ~ "ë' o 0. 0" ~ ~ '" 0 ~8 ",0. o " 0. " BoB -" ~ ~ 5 @' 0.0. .,: ~ M o o M 0' N ~ ~ $- - .... r:: u 0 ~ ~ ].~:§ ;,'~ i§:5.i~~ ~ ~,£ ~ 5:"ë' 0. s.s"E ~ 0 «) = >. ~ ~ :;..s ~..c02~.';::;~ ....... !:! E d:i-5 .s13 ~ "&;5 >. §~>-~¡;~E ~~'g.9:;;::p~ áS 0 t:i '" ¡;;"'O E ::t >;;; ~ ": ~ § CIJ ~:;;:::: 5: -.:: EI.JEcuuo> B]:;;.M g oS 5 I.;: S ¡;; ...."0 !:! 0\) ï: '" <';I ~ "3 .E -s bJ:I"¡;j C <';I 0 CIJ ¡;; '¡;;¡ in _g .,gf:3: ..c .:: ~8.cQ·-5E-eu _o@ oo~ .,g 5.] 5 E ~ 't §!S-ð~eoE õ '" ~ áS -¡; õ ~ ~~'~1] §~:B ¡ß ~ffI CIJ CIJ 0 §. .~ áS ¡;; = -S -5";¡; § B]:9 6'õ <';I :9 5.. ~ !?.... ~ ~ ~~ §'~~.~jg .3 ~ !5."3 '"i3 ~ ~ :::";;; ~ 0 E ':-; E .,g r:: 't:: ~ <';I ö ~ 'š .~ E ~ š G '£ s= ";;.£.;; @.:9 ';; < f:!2 f;!:';¡; i) I!!: ,; u c · '" " -¡¡ -" · -5 e S ~~ "' . "E ê 8 e ~ -;; .!! ¡::¡ o . ~-5 · c -5 ~ ~ u 0"" -~ ~ u ~- ~ § c u .- <.::: 8'~ c .. · . ~ " .:; CIJ · > - " "~ .~ ~ § :u " E ~ " ü . o õ' ; 15- ._ u ~-5 J1~ ... - o ~ '" or. .;. ., or. ~ '" ~ :~ u " 0. · ;;: c . 5 1ií ¡¡- '; S c ~ ~;g~~ .- ;;S ¡:: « >o::¡~u ~ ""C « ~ ..ê§.c~ U 01)1::.- 'õ.S g ~ go._ .£J9~.Ë Up...NU ~ " " "' c · " ~ 2 c .8 " ~ o · c · .< " ~ ~ . · Z " ~ .~ ~ ~ -~ ¡:: CIJ ~ .2 £! '- .~.9 ~ ~ ~ .~ "'0 õd\Ç « ',= ~ ,..., .£.[ ] ~ §Ô....§~~ S-oi::U-..... S¡::"õ' ..... (3 <' ¡:¡': ó CIJ Ë OJ) .: Z ~ Š'2 ri:Æ ~ ~ E ~ 'Ð ~ ~ ~(3~Q::ðð " '" .. -u' -~ ~ ~ 0 ""C - ... - .... : <' <' .~ t::;S ~]ap¡::.c:~'% o iU rJ}:U'£ 5 :u.... .... 0..... rJ) iU .... U ¡:: ::I'~ J:! ;:! ~ .E < ] ~ .~ 8 ~ ""C :;,.g ~.ß~g;;..,õdõo..~¡::'" 0.."E CIJ ..... ~ -5 ¡:: ~ § Ë i¡:¡ EOE~"OIJOo~¡::;S ..... g ¡:: c: 2 u -0 ¡:: '"" 0 0 'E '"" e CIJ ...8. ~ ~ t: o..=.c: ¡:: CIJ ..... :::! ""C ..c: CIJ rJ} > ..... CIJ Õ :> > 0...... .... .c: ';:' § '~ E.c: ~ CIJ ::I ~ 3 t:: ¡:: ~ CIJ"@ ~ -^ g æ 5 ~ ] .g CIJ -5 .~ .~.~ 0..... : ¡:: ~ ~::: § z: .5 ~.ê ¡::¡""C :; ~ ~ .:: u ~ §' ~ .!::! ê 11.~ ~::; <' .c:~~t::c:Eo -.. OJ)....... CIJ'" e..: "t.c::= ::å= CIJ ôJ c. c: §.;; -- .... 0 CIJ ?5.EEo~ § ~ § iiB'*Š 00 . f! 00 ... ._... ¡:: -~ S ~<.:::S 0._5 o.,g-=~ i;'~ N §'2 N U §' -¡; ;; ~ § e -2 § :E .~ § ~ -0 'g 0 ::J '" ..... b,[¡ 'B ~ ~'B ¡::~~t;0 :~: CIJ-;ClJClJ8.'=o~<:>::JCIJ ~'€ ~ ~.; .§ 8 ~~ ~ ~ ~ -g s ~ -g ~ .2 ¡:: .- U i;' c :: u ~ <' u.~ ~ ~ ~ ~ E CIJ 0 '" ;;s E '" -0 ¡:: :>';jõ z: .... ~ c 8~u~I!!:;;SCIJ;;..,V}~0;'.:: 5 -.~ ~ c. ¿ ö -ã.] .~¡::¡ -; ~ ~ e £ § .g ;; ;::,.;:: ~ ~ u CIJ.c:C.CIJ',:~5.!:Jo<' ~·~ ~;£r:;~Šg"O:::-~~~ ;..:::: "C .....;..:::: ;;s CIJ 0 ~ -----oS c. CIJ .0 ¡u ~~ '" ~t: "'S.... CIJ.<:; ;;S ¡¡¡ oS ;;S iQ ^ CIJ U $ C ~.... ~~;::'~~föõoë=] .... ... u....!:J E CIJ ¡:: II') ;;s '" .... .... 0.. C -0 <':I ~ iU"'" tlO-;s iU §.8~¡ß§5h5á§æ;>.g ~ _ "'.- ¡::¡ au......: u CIJ ~]]&I!!:õg~g;.§~~ a.. '" _ '" '" ¡:: _ .... v: ~ '" tJ '¡:j '¡:j ~ ~ Vi Vi ~ -5J 2("~-; 23" ] -¡¡; '¡:j g;.E ~ ~ '~,' § -;;; w U 0. o.E ,_ u'- ~ ....... 0 V}§~¡;~'-Ë ~¡'{ii ~'> Û ~ ~ ~J·û ~ ~] f3 ~ ~ ~ e-.... .... tï §¡ d¡'< ::I ~ ~ 't... ~ v ~ 6'-= 'õ''; ê'~~='=~ ð ¡¡¡ ...: ;j Ë '2.g-~ 0.; ~ .~ ~ .= 1) ~ ~ ". e í:!~" '3 ....J S 0. 0 :I: .s s ¿ 'E :E .; ~ .~ a 0:3 u .... C v; C '- .€ ~.2 ~ u'3.g ~ æ <2:! ~ 't <,... ~ g ~~~ë..~ê£ ~ ~ ~ ~ '2 8-~ "'] s. ~ ~.s: ~ E ~ ø ~ .~ § -= v'::: ....::: -- -0 'O"ë''''....13:;j§ ....... .- ~ § ~.~ ~ . o r- Õ 0.. :G -~ 'E E ~§ :: ~ ~ ¡; .; æ l,:::·~[1::v·;:ê~ a::'û ~ ê -:= [1 ('j s. ~~~0~;g]2 CIJ<z--~ ::::'5::: <i'i ;5 L- tí ~¡:: § rJ) .3 ::I C CIJ 0'- « 0 E ],~:ã'{ii"E 'E ~ ¿ ;; .~ 'E'g ã E ~ .§ ¡¡: £ fj ~ 8 .g ~ 'ë. .:; <'2 ..9 -< .5 8.. ë; ~ ~>,:G]"2õ~5 ] .'§ g ~ ê ;;; .g .S ClJE~-g~~]a{ ~e~£8.~;üj s: 8 'õ .~ ] > § § '" :q "' · -5 " '" c .8 " ~ o · Q · .< " '" · z ~ ~ ~ Vi " " . Q ..: '" ~ o v do) t ,2 t¡ -5 ~ U rJ} g ; ~ 't;].2 0. !! oS õ:i ; B.§ §EE--æ-o ~ËË"ª~~ o.;;s § 5 '""8·!' '" f:!'... rJ} .-::: E ~ '> :!:!: u E E .= ¡¡ c. ~ § 5..z 0 ¡:: ,v ...; o"'~~>c u .... CIJ ~ CIJ '" .9 g ~ ~ ~..g i'J B ~ ~ ~ .~ ¡g ~ B g Ë .;¡; 8. -B <= ~ c = .... '" ~.¡; ¡;:: e '" u I!!: ~ OJ)'-'_.&::. V -0 -0 ';j; Q¡ ~ ~ 12' §§~::~§~ ~BE~oS~~ ¡:¡ § ö ~ :i ~ g, Z:s! CIJ 3.~ <ã e 2: :> ¡:: ~ :> -.. c. v~~~:!:!:§~ -:= .~ ... ..9 .~ ';;;.:: .5 § '3.8 -:=.g 0 ~]~.9'õ~~ ·å ~:S!"E '3 ; ~ .... ... ::I ~ "'.- S.2 ~,~ ~ I!!: go ~ '1;; u '§ ~ -5 E 0", CIJ -<....:2 '§ ~"2'.8 d -5:; E.s o.õ <i'i""C ª .E","E§;;~e c~"'<':I ::1-0 --",g,uÆ-v- ~~:2~..ê§6 ¡..... .. 0.-:= U w ~ II ].s~€] ~ ¡:: Õ <£ 8- g:;'=~e ~ ~.~ ¡q s::>- .s;: "t 2 ....~.s <1J .... U C ~¡::_v] '';::: ~ ~ E C':I c t:: ... S 3 .- toE '" 5b '" u 0 ~.;¡;.; ~ § .~ ~ § '§ e :!:!: rJ} 0.'> v¡;~~§ ;5 W ê! 0 .'::: ~ '~.s e:: E~] E.. § ¡.uz--b'\¡;;..,.... c CIJ..:.c ~ « :>.- ~ 0- e ~ f .~ .5 .- :; ----- r:! .... §. E § "C § :!:!: B'-§ § ~ 3BJ9<'ã ;:C6' ~ fr{-;jõ M ~ou '" g:-E~È~ V) >... « ';;~ ã]~ o·S CIJ'- 1<1 ',= t; Z g.. E ~:§]~~ ~ CIJ « .__-, -< ..:,~ ~:2 o g.-:::-; 0- I-U'õ':¿ ¡::"C U ... CIJ « ~ " c..::: -0 0 ~ CIJ ¡.... @ Q. "';s c e ~ <,... .... 0 c. ('j 0 c';:: CIJ CIJ.... CIJ "'.::: ~~êE~ o ~ e.2 ~ >-. ;;..,'~ .S ..9 .t ã 5 'õ] ~ z.s ¡:;: IF) ~ ~.E 0lJ 0 '" ~ (,) 0 ¡::: -"0 V IU,~ ~.:;J <z:! """ 'E c.2.£..s ..c:: 0. 5h~ = e B ~ 2"¡;j 'ëi "'2!.:a~ü: ~~.g g~~.:g ~ ;, Ir) ;g ¿,.o .ß -5 1:'~ ¡1.~"§ '¡ï ~.o B ~ .... ~.~~ ~..!!J ß ....«Iv"'gcvlU";i....-¡;'" g C.-S :g Q) ~ -:: :t '" ~ ...... "Os;;:.....D..c:: -;; .5-¡; ÞO..8.... 0 IU 0 ........~:.. c'¡:: c: to; "CI c:: 11.1 Ol} o: ....- u V·_ ~o: ...; _0 -5 .5 Q.;o. E':; ~ E ~ tí::;...."C oJ) =' '" "0 ~ 0 o: ~o-=.E=E1!_§u ~ ;b g g c¡; ~ "0( IU;G 5 ~ <1,.)'- ¡,:: -;;.- .... '" ",..c:: ...."'0 £tic¡jg-;;::æe'::æE '-v g 0_,"" ¡¡: u°'Q..u 11,1 °ë'''O-;:;~~OlJ-S§-È..s ~ :: æ -5 .s ] .~ :€'~ @" é 'ëi [ij ~ § ~õ ¡:::-¡¡¡ ~ g § t)r- ~ ~.~-f,;~-Ë.t:!...r-;; u~-g ~B..šQ~ §'~.M¡s ~:g ~ . ~ ;:.-,.... _0-. <.> <':1\0 0."0 E .0 "'... 0 c..'" . . ¡:::~t<J _~l!-B-g=:: o ~.5 ~ g.o ... Z '" ~ ~ ~ "'0 ¡:;: ~....<.o,;" 11)]~ "'.(.. =' . ~ c: 8òo'5 ~Nß ~.~§ 1;! ..ê g:c:Q ~ -g ';;; e "C ø::i 'S ~ Q. f::! o: o: ..... ..c:: .- .~ 0 .!! <") .;;¡¡ Q Q. c:..EIU"o.::-5....-=~"'O~z... §..s:~ § ~~§.-:~~ æ~:E § .;::£0<:'11= ·_¡:.<::öuu .§' ~ 6 ~ -§ ~ ] ] M S -5 8- u"C·_~tí c..."'¡:::....o: on ._ Õ. ¡:. ~ Cú) v ._..... ~..! 0 ~ ö ê'c ~: "E ~ "g ~ 5'0 ':'~ "0 ...o.~ti:5,¡¡Oo:lt:::u::~"'Oã u >'-0 "'.....0... 0 ;> c- .~_ -ci ~!:! ~ c ¡:: 0 i:d "0 e ~ «I...g Q.,IU ~.... '" ~.g\O:A Q.. ....,O.-r- oS 8.:3=: ~;::; ¡:: '" 8. 08z1;-o"O """ o: 5~o éU~l-<cc.Eo].£'""''" ... l:IIoG 0..'" '" 0........ u 000.0.. .... z '" ~ :>i o u o ... '" '" z o .. '" iiå cC '" N o o N . I i'1N ;.," -1J' go. -,. ~¡¡j :5 ; @,.; .- - ~<£ c ~ ;.,- -¡¡¡ô: - . "üë f·2 1!Š · , ë ~ 'õ .;;:; 0..- ~~ ';;;"3 Õ"aj ~.~ II) .<:::: ~~ - '" · , .~-B r, 'ë"E~ ..."'S ~ ~f~ ._ u 0 ou~ >0_ ." . ;g.g · . ~ ~'¡;:VJ ë Ë < _ c cY 'ü 0 ~ IE·~ ~ ¡;¡5~ 8oŠ-d OJ,) c: ~ 8: 0':; ~ õ g' "'~ ¡.., ë. 't.~ ;>. ... 01) 0 ~ g -E c: o ~..... >. :Q § oS ~ :- '-' 0 "3t:::A"ü If.)ï::Z If.) 5.~ ~.~ . -- "·2 c: 01) §.....- -B C) 0 os¡ 01) . 0.:::: C:.S: "':1: .- "'0 "'0] õ .@¡g1.Ê ~ ~ :0 ¡:¡; IU ¡:: "'0 ¡:: $ -B'õ ¡¡¡ :OI)~,B ~~ .0 0 '" 0 0 .9 =..~.... ~ "'Oc)~~ Q)t:::"a~ã 'E 'äB ~'13 5·lfj.š Q) ~ õ1:' OJ,) -B-< "'O"a-BQ)O' ~..g '+- "aj ¡¡¡ ~ OJ,) 0 .~u ::::: õ $!.<;::; II) ~ ~~ ~ ~ -B.s.s0'É "'0 Q) c: "0 0 ~.s;;·õ ¡; .~ E.g ~ ê Q) ~ ::I "0 - ::-8gg'5 :5 ..E'~ ::: II) '" '" 0 -s ~ t:. .'::. ~ C .t:: 0..... ... 0 ;>.~5~"'" ë~§OI)~ 0> ,..c: g E II) -s';"'O§= ...~ ~ 11)';:: ~ l!'¡; t ~~ Šõ.';¡:~ ª u.. ti.~ e·w - ~ -" 'Q..b ~ 0 ~ 8152-B "O§o §·.::<¡¡¡'õv~e~ ° .§' § ;a -5 8'-5 @ 8.. u ~.c 00 E 0"0 "':::... £.5 Q..~'= ii"'C"'C~~o'O<'::: ]"E lä "" b\,s'a"'O ":::~::i"ô~'õ~lä ..( tj"';i t; c::o c: Ü ':j . "0 ::t·lfj._.9 Q) 0 .... '" 00 §;¡¡;¡¡ '§'oS ~ .g.5 u § 'i:: o.E ~ ..2 'æ ~ "2 Ë ~ g? g.~ E §.;;~~~ Q)"O°,¿"OE.c- E C::Õ .'S:''''; g e~ ~~ e] £.... .>~..::: 5 6".š~"Ë c: Q.. 00....·- '" '" 0,) .;.- "2 ~... >. § 1!: ~ ~ "'0 <U '<::::.,~ "ô~.§~~~¡;~ g ~ § ü·- .g,~ 8 .g'O ~.~J e~"l .;:; ã '" §,-5 ~::~ ~,::.g o:E-5~ ~ c: o.E..s ~ 'õ o>·E ~ ~ "'.5 ¿ n 00 § :2;c.."'-5..:2:s i:3.::I >c:o...c..u~C'" eo!PQ.~D'" o.i!-o¿; 8.c ..S ....- ",c:u!3"O § ¡¡ ~ ¡:¡; 0 :!:! c: ~ E""::I_u';:¡Q)6b Ë 5."0 § 8,"'C 5-g o '" ~ E '" ~ ;>- t;:¡ ~- 8. ê ~ 8. 2 S :E ã 0 0 c e c...= ~ 'E. ~ E ~ c...§ ::: o '" È~§~.9 q S..r";~ \0 <'1,..c:;:I- o:.¡;'oo~µ.¡ ~...=] q¡ ~ .§ (..5 ~ ë tí 'T,'! ~ ã's 0> a ~,..c: 0'" V1.... U c{.) <~.Š "§~ g~~ ;'~ § Ur~ ~-&.¡i 3 ~) =' ... ~ ~';;~¡;:<'1 iJ'S -;;.Š & ~ ~ oo·Z.s ~ "t"J.5 ;>- ~ .ê .~ .ª ~ .~ > ,~ ... c Q.) ~ B..g·;. § ~l1'ê]e ~ g ~ ~.;; -:; ~j' rä B ¡:¡ o~~_OO1J 00.-.,..... c:,..c: 1::-;:::00.... ] B I::..!!!!J u·!:::.9 ~ ~ ï;~; Õ ~ S .~ b. e :s ... },~ ~ -5 ~ o.~: 8 a ii 'E '.) ~.....: bo .= 1"i"'§ ~ U -0 .þ"ü .a 0,) ~ (1.54-< 'ë' > I) "'0 0 ÇI. Õ t;::;: c Q.).c: ;>- ï: (oj ~ u q¡ .5 (;n,,;- ~'lfj g ':~ '§ ~:2 ~ 'õ'!~ e ; ... § i5.'~ go co] ti <II ., õ.s.......c:: :a § ~:g § t ~ .... "0 <'1 u.a ." :;; " 0- S ~ . o -¡¡ is ~ -" .§ - c - o ~ g -' - - ~ -.s0]"'O c·.~-_ c: 0 a e': ~ '" .9 . ~o o·õ'8. .~ §.~ '" ~5.e ~.;:: 0 ·>,.5 '" c.. -0"'....--0.....4:1 ... :a.~û 5 o-S '£"R"'o¡¡;:¡;;-S ..¡¡ ~ -5,g·15·" .g OJ,)"õ'.s t- 13 ~ E·~ ¡;..- . '" " v ~ "'0 ::t §''::: ¡a: ~~~B',ª~ü c: c 8. ¡¡¡ Q.)._ 0 3 ¡;¡ 8 -e gp 1:!'ë' _ >. c.. 00 _ 0. §"Ovouibo t::.E-5~..g::l-5 0"'..... ¡:..... 0 c: ë:-ffi ~.~ .ê.s:g ._.<:::: '" 0... .- . . ê,.'= 0 0 ¡:¡; ",.- "'.... <I '" § ~ ~'" ª-§ ... Q.C:~ ~..::! 'g 'õ 0 8"'0 0. ~ ·p'c -5 U ¡¡¡] gf 5.~~Et'i38 -0 8.-5 §~ . . ~ e 'E 0 0 .~ .... &oš~~-E~ e~ "'~.§ 1:: ~ Q. ¡:¡.~ ~ &. ~ ,"... .... "'0 V 0."'0 ~[e§~~§ ] ~Sê >.~-g 0 ¡:: õ ., '~ð '¡;j ~ vC:~<'C _C)~~ -s.!!!,: go § i:S u § .c: ..... 0 U E <'1.5 E bJì'-:~ >'o.b >,v s~-~~-g'E2 ,..c:~ 0"0 c: ..,.,'" Q.. .=: '" g I«I~ e ª'e ..( E c..e..-:: Q..C)._ ¡:i '" lj-g::ig"2::ê2~ .o...,..,-;¡ ';;:j <U....;:I 6.s.~tig~~ff 0> ° ~ [;"E.5 e-g ..s..s ìS ::t o.S ~ c: ... ._ o,..c:: '" 0 ~ §~~~'::B~~ .2 ;;... 0 0> ..9 .5 -8 v,:.i ¡¡¡ -B -d;;; >";;.~ 0 õ. 'õ ~ § ~gB~]:C~....· ~~~~..§.~6.~ ~.g -;¡ Q.) ~:; ~'f .ê' ~ æ g § '" :; "E ~ ~ "'0 ~.c: ã oS '" 0 '" c: ..::'''50-..... >.0 U ~ --¡:; 5 ~ ~ ~u2-~-c:;.: 'œ v t'j ß·- "'~:.a.o g..§' § _ ~ ã ~ 6. -8 ~ u~.~ ~'-g 01!: "" -s Q.. § u g c: ..... g.......9 '¡;j;': - "'0 Ë . o>z:.g.g..šã.2& ~ K ;:I '" c..,- .~ c: µ.¡ ;:I ~.o '" OJ,) 0 "2 ·>.u 'if v <'1 0 oS c: "'0 = "'0 ¢: 0 .E:. ¡:.g.s: ~ g ¡g "1ü~t:o.eQ.)OI) .- ~ g.5 'E'o 0. Õ ;.§ £~'E"'O'õ~~ë:o o Q.. . ¡: .... '"' 0 C) f.E ê "'."2:g §'~~ '" Æ '" "0'" _"I:::.'" .~ .<:::: --¡:; ~.;; ~ ~ ~ ~ §]§"'K~ª,ð] 'ß...r:'E: "2 0> ¡: ~ Ü ." .¡::u'O-æ'¿"'OQ)õ u .~ -g ~ VI 0 ã '8' ~ ~ e 0. ¡ä:s! - ¡:l., o.e o 0. § .5 õ. ~ g Q.)... õ.£.g Q.> § \S.. ..-; ~ .~ I)J)';:; g-..=.~ ~.- E e c: 0 u U Q..... "'0 c. o..~i5..a5£>~o ¡.. c '" If.) 8 :S.!;:: Q) C':I::::: ill s:: '" 0..- > ¡S ~.~ "E 8.Ë.~ .Š 5 <= '" >,'õ 'õ -g §" 6 ~ <¡¡¡'':: ~ >,';j; Q.) ~-5 ~ ~~'t ~-5~.5 :E~ ~.¡::;: ~ ... c: "0 .5 =ij..o:.a~..:2 ~ g~ 1:11 ~~]:M.g. 'õ g'õ ê::!.'! (J'e "'___~o"'o:.=~ ¡:t!.;:I";:.Q.) c: €::~ ~ ··>'oE.91:11 0 c:§..o-5~~~"O 8 '':: ~ 0 ~.C:..I:; ~ ]~]8-5êõ8. ~..2'Ut::it:~-ge ~~;¡¡ ~ 8. ~ ": Q. ¡: ~ ~ u Q. § ",.,g ;¡¡ ~§~ £íñ§ ~ "O:.aEuo'-'õ.", .¡; ;:I c: <'1 - '" "C: òüec:t!~OS¡o c:'S: 0 c: <.:::.5 ~ ..(.- c: "'.g'= c: 8, g~~·š·~.8 2 ~ u'ë'0 c: 0... gp c: oS Q.. c: Q.) Q.)s ",... 0 "'Q.)·g.5o~·~~ t;j oS ~ '" '±::: ~ 8- 0.... ¡;:"E.~ V,..c: 0 -50'=:9 0 '§::::.s "ô .§ ~ e] ~ ~ "ô ("") õ.'- c..:;!-B f¡ ~ 8.::§ .~~t::i§ .,.., :t___"8....lfj.lfj c: -;;.gC-5!!OI.I§O o '" Oô ë ~ -5 u-5 ·£:::;.s ...:.a~.MíÕ 0,-,t:].5 gb"O'-' 6~~õ.9·='"5];;;" ::-5.'g ~-g'Ë ~~] ãc:ð'~¡::o~-", ~:: É.ï:·¡;¡; ~ 2-;¡ ='] 0 'æ~i;"ë'§:2 ¡:l., '" -5 E 0 ~ c.. u .S :€~-ê-g=~£ ¡:¡; Q; 8.~ g ~"E '" c 0. V ....,.,"'O"C _ ._~ ~ ,..c::"C ..... ;:I ,..c: ",,,,~o_ ~ f"'\:'= Q) C g ~..... z.o Q.. "'.- 7:J -8.; ~ ~ g.!:1 .~ ÞE 0/ Q.) "'0 := ... v ,~.= ,..c: ¡::::¡ ~ ë~·.~~';ZCI) v 6-.'~ ;> [5 0> e ,..c: oj)::E.~,..c: -¡: 0. ~'g~ ¡;''õ . ~ 1:'.9 ¡.... ~ "'"8.::: ~ '0 ...; -g ïi] u .£ o.gõoZ'..:2a E.... '1 ... 2 c- 0 ~eE.s:~E 0...... '- ;>-..0 0 :§~ E ~.'ª:s! Z ,..c: _ ,.) 0 ¡, ;:I . ~~~'€'¡;j8"8 : e l: o.g c: ~ ~ '" <..> Q. '" 11)- <'1 § ;......'i!! 0 [; e- õ.õ.·t~~ ~... ~ 01) 01) ~1 0'- 0 0 0. 0. 6 <.=. 0 - c: ~ ~ E Q) ~:-::"C '" ~ " c..¡s ~ c: ] "'O~ ~. .':i~ . ;, ã ~. "'0' u 0> § :: =õ ,,¡ ã "E .~ ~ õ. froÙt\1-v2e_ 0:-;:: ~ 0 e 0. 0,) 0. § ~.g!..s B --¡:; .... e .o~ ~"] §'~2~ .o>.$.;:'......c: 0 = ã "'00 ¡:: 00'1:: "O'~_ .~ Õ. 0 c: v·~ ::: v e E·~·~~'" g.-B 0..8.;:; VI.~ ~..9 'õ r-- ::;:;>. > .é VI VI "O¿E~'iðÕOl)VI c:ovco...-BB ;' .':::,J:: v ... 0,- u ·~-501)·o~ >.0. e'õ e <'1 ~,..c: '" ~ <9 Êj··S.g ~ g-5 ~.5 § ß"·>·8 a ~ &h~ ~'~ e ~ ~ ~ i.ï::=-g:g?-£,g~ u '" 5.... :] .~-š .g,~ f2 ~.... B·=:; '" r~ ~:§~- f'j.g-5~ î2 ....'"(¡ ~~ ~g-5'õ~ ¡:~ ~~e ~~:.a8ã 8 t:!-¿ -g'~ ~ ;,;-oi3.~~ _..M~.,,~ ¡a ë' 8. ~ c::: ;É ~~§~~ ~..I:;",1(;'-oã '5'::;;~ ¡¡¡~ 00'-'.... ...- c:;,,;~gf6b ~.g ¡¡ E:a'lfj ¡¡¡ c..c: c: ¡::: >, u·~ 8..g,;~ ° 0 g ~...c';:: ';;:j"O c..0I) - § tÏ5'Vü....ãõ o ï: Q.)..s c.. Q.. -S.Q'ë' I:: §':'S:! ......;, 0..0 "'0 ~SJJEg;; S-8':::~~.9 ~.2~c~-g c g ~ «I ~'õ' ·g::~Sv~ ~] 0 '~.s Q.) en '" -5... t),C-5 o ¡: --- "'.5 ¡: .... 0 t<"> 1:11 _._ .....- '-' v ¡:: "'0 §é¡;~Ë~ ~ ~ ~.c ;:I ;:I 3 ~(ë'õ gü Q... "'0 Q. c: "'O.s õ - 2 0- - c8 .ä 8] '~..s 'E t" c: >. .B~g::1 ~ 'õ .§':.a 0 .... c..c:..... ~ 1>"2 8 ~ !~i~ Hi ""§ g'õ 6 ~ .- ~ c: e 0 § C:.9. ~ = .= 1:11 ~ e.!!! ó';;:j"E 0.Q.) Z ~ S .5 ] "'ß .~ ~ .5 -~ t;:¡ ~ Ê38 00 c..... '" '" :;: 0..s ~ § ¿£'~ õ:-E 01J§"'¡¡j..::g F";;"'"" ..; J~ ~ ~ ..; g·",2~~~ 'ë'; p'§:'ê':Q c..0ZQ., c..- ]~"'O]1!~ ~'õ~S:> <.=. <¡¡¡ .~. <95 "'0 ~.<;;:.. "'0 "'0 ~ Q):::E ë ° "0 =õou."ê:E 'õ ~ -B ~ 0...... ..... (',IJ ;>;,..c: 1:: 0 ß ::c ~ ~ .~ ~ E <;;; §'¡¡¡ ~ Q) !§ ú:3:€ ~ -B "ª ~p~~~'g. ,::;. ........ ::> -5 v '" ... ~ 0 .. .~ 5 A ~ ~ u ~ äiB u; 8.'* l! ° oJ 00.... ¡""'",,-,....:Iøc.. . . - u *- s ~ '" N o o N . , ¡<:M ~ä " . ~"" .... I o u o ... '" '" z :ï: '" ::ì c ~ o. .=~ .~ ~o @ ~.~ ~ CJ ~"5-ð ~~ ~.s~ ~.'::: v·-......... ~ ",3:u~E ~ ~tt~~ o u :'<I ",.¡¡¡ 3: CJ õ£ § < ) -= ¡:: .... u ~,~::s2 2""';;:: "0 '" 5 ~'C:~ §~3:e~:: 2 E~ ~~ ~ ri r::: [~~ ~] ~·§æl? 1:: g ~~ vfl ::I,£:J V '" ê'- .,2..s:: 'f' &.....> i g] t~-3 ..8.....,<f)<u«3ó ¿'§;5õ5.s~,- ~..:.. §:;a:¡ ~ .... V',p o¡..:;.... »-s;.¡s-s·~û 11 .9~'~ ~l? ë~:E13ü,: "x!:! -:-s.~ ~ e E ¡3'- E ¡:: 8:.8 §::: ~ Ë o; .!.-.....'O v 'O"ÉhE ca'3w ~.¡:: a~ 0 ¡:: &~ ~ ~~.g ~'~-ª;;~3 CI,Iuû-Scñ~ ¡:;~~'õ:I:U oj M ¡¡ ¡;:: ï! ¡¡ '-' 2 t) ~~:€ ,g c..:r3 ~ "'-. ;:c 0:1 25 ¡¡¡ê¡¡~ ~"Ö:;;§ ¡ß 2 = u t<=1 ~ g ~ "¡¡J'::J .D 01) E~~~ u v 3: '"5 j;~ '€I ~ . Q.. ti =::I O ) æ õ5¡¡<£1äÖ:: ti 3: œ-;;¡ ,~~:g '€ s ....,..... <'<1::1 ¡;;: ..;s;:;;-.9<2c3 .~.....~ '" v ;> ätí~-S cd t<:I v..s.... ] ~'8'~:B ~~ ~~~ o'-'..s::",c þ--,:: Q. 8 U~<£§.Q "O.¡¡; § A t) <I>,..C u¡z 'l) õ. u ~ .:= o ~ .."2 '0 ¡j~Hi ..... <I) "'0..... i3 .s 'S: ¡::.~ 5 ~.~.~ "'";j ~.5 U c¡¡",~U Zt=t.ã;g '0 (ij.~ O ) '0 2Q)u~1ä .~]J5 . '" :'::: K ti V') '@ ::E'- "0 0 0 0::: §:::E ~ ~ ~~..s-s ¡.¡ '" " " o U ¡¡ 8 "" ï:: t;; ~ ]'- ow 1S~ 00 NOFBuc ....::1 e·o .- '" "'. 0_ Cd E c t::<;.... '1:1 V C '" ~>~'':::'ê ··g~:o-Sa~ 3: '¡;j:;; g.,,::: ~ E;,æ <IÍ u~ "0_"0'_ V "'-'1:;1"0 ».... . ¡:: <'3 V .... cvE...."¡ij s:: ~ u .... ;>, ~ ~;:;;- ~£ o£~ ~~ ij: 0 g ;t.;;; B.,;15...; >.S....on ¡;hj-5.~ .~ ~ g É ¡Q.~~.~ ê~rñ~'C;.g <1.1 E p :::.c E E £ ;:I 0 ;>'''0 "\t 0 .... ~ a ~ t; 0...-.... u ~.';:: '" 0 "0 ë<j t: .... 0.,,::: "Ó ë<j 0 0;;; g 1:::ë.~ .... 0 ~"O.~() c.....c.... 0......~.J:: 8 >.c c '" '" 0 ~....~ ~ H~"" E'c:; 0<:I.~ 8.:E 0 ¡:..5 u -g ¡;:; ~ gc;~ ~-5 e:g-g.g ~ ~]';;;.ª, =",o..§'C;c."'~~v~u;t.;:¡ »- "'-0 "" ~ 0 '" '" ~ "0 >< 0 = c ¡: ""'o::;.c v.D.... '" v.c o C';:: >.c....:: ~..:] 0 ;>,"';2 .ßvl::~50coo....0::':"';:I ,;::::g~~'= ã go£;:¡ ~.: ~< ~ o ~ 0<:1 .... <1.1._ U 0 ¡t .... .... I:: 0 0 ;>,';; ~~£~ g.... ov¡.~ E c c u<1.l;:¡c«iEo~::C::C>",..Q!: g..ê ",.~.s t5.~~ ~s·':~.g vV1 ~ "':::; 0 <1.1 8""0 ¡¡,).c ~ ;:::.... -g::c .c~"'E....:..:0..·E....u¡:::·9~ 0....~~"'E5«ioo....6h'ti.; £ ~ -5 0 ~.;; B t; ::;; E ~ ~!;: § "'¡¡,) ..",·c.c""O ~.- 0..... ;>,;.¡:jZ "''ë;N 0 <1.1.... 0 ",.c ~ü 0<:1 0 ~ bð8] g:§ ~eo ~<U o~ e 'fí ""0 eN '6h=>«i e "'.c 0<:1 OJ). 0<:I';:: ....;;;., e;;>- ¡;:; OJ)..Q 0.... e ¡;:; .... C 0<:1 '" <1.1 . 0<:1 ¡::: 0<:I.c 0 .¡: _ 0',::: "'=:'''0 u '" e:.:;¡ 0JI:::.~,5 ~ c<1.l.Go¡;::c ....co¡¡¡.c....o :G..<;;.=-5'a.g~ ~1~"'" ;:I'::-a:s .g¡-'""O '5 '=:S;g ;>,,=8 ~ 0 S1::g .... ¿~ oç§ ;:Io':«i"'1.g,ç·¡;; ~ C 0 ;:I.J::.- U C C r- '0;>,""0 Er~:e'~~ bð! t.!:.O:::: O"s..o ~ 6 C '" e o,§ 0<:1;:1 '" o·Ë "'''0 8. v.....c¡:::'" ¡:::U<1)vQ U<1) 8 E~ ;;.9·;(·~.~ g S "" ~~e :E § 8 ~'6.~.~.£~-Õ.~'~:= ~ ~"O \!::'':::: o<2£u 5 »""0 5£ '" ~ U 0 (l) (l) (l) S ,5 oS oS..s 0<:1....... ;....1-. tI ,.g goO ~ ~ 'õô~ ',~ ~ ~'§~.~e ß ¡g «3 :.J u "0:0' > (l) "'0 "'O~.ê ª,@1!i 1ä 0 "0 ~ ª'~ "0 v"O .- è o.~ ~ ¡;:;; 'o.s §.c (l) cD . ·6 13 ".' ~~ ~vuäs~ »~ ~ u ~.s ;5~!tu~ -g~1ä~~.s eæ~j7.J!'<i ~È'El~S~ ~ -g '" ~o i'.J :: .š.~ ~ 8 t] "og~~~~ ~] S 'g §:B C"O '" '" "0 0<:1 'Qj - 0<:1 !û 0<:1 ~ .0 g g 'J 8 @ ~ ~ .,.¡.~ ~.s Eg~G~t c.. :::.2. Ë·5.s J:!.š.9 ~ ~ :. ... "'0 00.;::'- <r¡ 'õ£.5.,,~~ i'.J -g ~ ...:. ]~~~.§~ :~25tí~ 11) .- ~ A È 0 3'"';::~~:~f:'j: : ~c S ~ 8 ~ -5.g £.g 11.... .9 ~ v \3 ¡g g gf.s E o..'g <8'õ~~> ~ ,3 6 " ... ~ '" ï:: . . :5 0 oS 9 i:== _"0 ¡) El1)c ~68::E ;:I e·- ~..c"2 0 : g.-g .... I-.:; ;>, ßlj:g.~ ~&]=.;¡ Õ> u t:: u '" 0<:1''::: <1.1 ",0 c~""O ¡::: eO.go<:lg;:l<': Z3 ';;;''Bíõ3'~ s:r~..9.E aj g æ "'8.>~ c£~.§ !:!¡:; 0 5'E g is,S--o u .... "0.....0 0 "0 C E § 0..:2 '5 ~ ¡;¡ £ 15 e:E.,g::r:::.:= ¡t ~ ß-B ; 8..f-<~ ~~.D ~~ 'E e.,; ~'.::::]'C; <1.1;3: .- ti :¡U']!:!'" e Õ«i .š~ 9::c ~~.g; § ~"O § ~~ ~ ~';;;:E o§"'UJoE"Oo~ E."';:: ~ <1.1.... 'K""O ''::: 0<:1 ~~.o-5ge£g"'O :g ....'õ'õQ ~5:"ª- ~ J:)f-< .0:1'_ '" c.. .c '" ~ t;:¡ ;....~:.a 0 ·~.EZ~9Ë-5;~ ""O~-5';;§ ~-g EJ:! ~'3'@~'c;t~9-š 'gÕ'~ ~ ~~:8 §'~ ~-5 0:1";.';:: ~ t::;"B 0<:1,8]....;3:(1) &.....¡;a '~.:i~~~::r::~~'g '3ÕE·~"''''o..g~ .!:!'C: 0 ~ ¡g 0<:1...,;_ 0<:1 :t: g, u o.c¡¡,)..-:¡J:! '" ~..:..:~ u'2~<-:.§ ..~~OO<1.l~~ -S8.~ B-¿;£~~ 000"O°80J1c,- ~'a ~4:: t'E'§ ~ i4 O.g~~.'§~.g ìi®' ¡j ~ 8..s::: ~..2 -¡¡¡ » Égo~'[i~~ ~ ] ~c ¡g ~ ä .D....·g.5 .¡;¡ 0<:1.5 ~ E ~.9 <1) 0.. b.Q'- is F ~~§~o~ .c '" U·_ U 11) o 0,.} u .c.'" '" :: ~S·~~"Eî O.c i:!.c 0 ; b.Q.... ¡t.1J E ·_.5 01) 0..... ;:I g. ~.~ .9 § "; t> ~ ~ ;: _.c '" 0,.} ... ;;;I u."';:: ] §~ ~ 2. ¡!; ""0 "'. .c e e o oo~ ...·-.9 TLã~*~~ o ~ 0<:1 "'0..... 0 'E.S ~ 0 a:: 0.5'"0 ª ~ ¡; -5v-Ëo",~ ..... .... 0 U ;:I .... ..s .s e- goo.. ""0;:10]2 £ ~ 0..; 11)'~ o ;>, 0.0 E._ ~]~þ~ g. ¡::: ~.::! ~] t; :i g-gË....~o :5u.b_,.5.oc:: °E' a§:-.-·figf~ 2 u ._.... BR,g§~'~B 0<:1 E t: - t:: 4> ¡:; ~._.::::: ¡t 0<:1 V 0 .c U"'O v P.6"" Õ IE !:: ... 0:1 g. 0<:1 .9 0 0 gf 0.. t> ~ Ë -5 ~ ';; .§ ;g.c 0I).c._ i'J "@ .0 "'":. ~ gp OJ),..J''::: gf ~ ~.8 ª . § :"5 ~.§ ~ s..~ 8- ><:ou",~to ~ .c.S E (l) g, ~ ~gB&]~] " '" ~ ß]Þ >'v ~ ;5 .s ; v ~~"O ~£ .c ~ .... 0 BJ'§~'3 ~.~ ~ B -.....l:::O.cE......gc.O...¡:;..t:~ ~~~t"'f-<;:I;>, 0 0,.} "O~ 8.0..¡::: g ~ ....·~B g.'~ ¡¡5,,; §!: 00 <o...."C 5::::1 0:1", <1.1 o..e 0 o..c: Q.5.::g ;.g:.= §.§;g ~ § e~:ê ßO o..g.æ .....s;: o<:I}J'Ëi.D c·-,.....c t e ~;;;~ § e M'~ o.].~ §i'~g.s '" 0·.::: 0......... o.......c 11) 0 0 11) ¡g::: ~~ 0 ~ 0 0<:1 E.... §...t:¿.c] ..c.Drñ"O.o ¡:::11) .c ru........... ~~ ~"'·2'o:9'Eoo~>oEE > .::.:: ¡:::: '3 o..:s >0 ~ 5 .... 06 . 0 0 '':; d ",'- 0 "0.... 11).... ",' .....E..t: EE~~~5-g0"5:5~o~oooo ~~ v'g g -g¡~~.~-g i3 ~ õ·~,~ «io<:l.cE~~....o"'<1.I.c"'....oo e~': u;.,~~ ~E 2 gE § E E 0<:I¡-. O~¡:"':;: .c <1) 0..'" 00'= '" '" ~. ,~'" 0 S ]:Ë § B ..:¡ ,5 ~ ~ ~ ~·;;;:.aE¡:::.-~....'" '~E.o:.a i~B.g:9 .¡:¡~~=ª¡::¡:::~ ,::: 11).':::1:: u;:l æ~ß'1;:¡ 0<:1'_ ~ '" : -a ~ ~.~ ~ ~ Q.. d ~ J:: È ~ ~ '" ~¿ ~ ¿"O Ë ~ ~i3ª"E ç:;;~~ .c 11) 0 0 c·_ o<:I,.=.c '" 0.. 0,1 ¡::: '" ::: .::: .s .= '" v - .9 ~ "0 15'';j ~ tí '" oc~"'~·~~=~3="'!2:.,; ¡;:;·_",g.oc§",,,,o(l)i,,,cl1)~ '~] ¡gË'E ~ E.~E~::: ~ ~ 8~!: a'c~ ~ i3'~.3 '" i5jg 0 C~ gf..<;;;;' o..~~ I!:!:~> .E~-:-: t,g,.::.-·;>: ~§ M,.g ~~~.g,gp~.~~:g ~ §~] ¡;- O,I¡:¡,_._",~~ .ca~~~....::: .c Cl-. .~coc:o..EO"'l1)oO,l ...."o·a~1U ",.sV"'OUU~.N.sV S~Ee~I1)~B~I!:!:~E~Eo..t: S........§""OI!:!:'OO,l...."O.c~....·E:;i <1.I~O,_c~~=oc:-~~o~ &<1.I2Bg 35..c-ð50~~ go ~"O.~ !:,:~:I: &. Q.c.o"O 0 o"d.....D ~~~H~~0,.::.-8~~0"6....g.g,.::.-~ v¡] 8.5 ¡t¡.¡.j /S..§ ~ :::"ã,_ 5.::: § g · .g · dì ::: ~.S ~.8:I:.~ c CLI "'0 u "" .... .... 11)..c:: CLI.~ ~ ~-v .'Ø ;:: ;:: e..... ¡.¡.j (l) ~.g.~ 0.. 0...... Õ 0,I2>~~~_ ,.c:: '-' c .E .... ¡::: .5 c; .5 ] <2 ~ 15. ~ ~ .'1 ~ 0,1 "", 'þ R ;:I ~ 111:3 ~ '" a ""0 ~ tí 0<:1 b ~ e ""8 .5 ~ "8 ~«i "0 'S: 0<:1 (l) U o..U !ä c -g'".ii'3'õ] öO~ ,= 0<:1 C '" .. .5 .c &"3 Ë tí 't ~ ~ o E I!:!: ~ '" "'0._ ,~8 '-' (l) g'~-g .c ,.5] 0..]:"9 u 0:: U .... S .... > :.¡;¡......... ~... e e ¡t ~ ~ 1ä ~.- 0.. 2'1ä.g ,,;'~¡ ~ 5 ~ (l) 'tij õ:1 ~] o..·a §'5> § I!:!: ¡:¡ .5 g' '-' ... <... -B.c ¡g 0,1 ... v 0.. <1., ,- III S .::::9 a ~ -5i ~:'¡;¡:5 ]6~õ:i>~,,;.:E ".<I)<O:<=vO E -5""0 0<:1 1ä '" 0 ;:s.c "c ~....'¡¡; '0 U g""O '" ._: 11) ;;.,» ~",2"Êgl!:!:«i:a ~ .'1':§ ~Jr;s §~ :gß-3 o~o'" ~~] :::Ë:';;z,~ 0.... »11)..,. 0 -d ... c c 0<:1-5 '-D ~ <1)'= ~~Eo~""'~8 o!.,:: ... _".......9 ~ 0.. "'0 .- g ~ e o..""O,~ C ¡¡,.~ 0. 0 "~-" z·- e..c·':; ¡;¡ '" ¡-. "'0 ~ Q.."';:: ~ 7' 15 . 2 > 11) ~ tI'J C ....-8: ~ '~.s § <, ~ ¡g:::; :E~'£¡''Bß-5 Ej< :2 9" g ~ t...' ~ tí ¡:: lL~E§~:g,g§ ¡-. 0 '" u tI'J ~ CI) µ.. " ·2 " " ;< '" o · Õ · Jj · > .~ ~ " u ~ o · .. .. ¿ " -" '3 · o ~ >' 2 · .~ ". «3..::: '":~ -gl!:!: i:g Eh~ ~tí c." .5 ~ <. ~ ~ ~ § ¡j~ ~& 0.0 B·~ .", · " ßJ:: ,,2 ~~ o u c." t§" o. · ~ - " · > """ - . õg {;", ~,g 'õ] " 0 ~u ~~ 0<:1'= "'. ~'B ,5 ~ g. j!,~ ~] " 0 _ _ ¡<;._ ~c::a ]~ '§ ~.Ë ~ "" 11 E ~ 0 <I) 0'- oS .5 ~ ~.5~ ri".~ ~ e c 5 o.~ 0 U ¡;¡.;; "0:: ~ ~ .š. ~ ~.~ ~ E,~ ~0t;Oü":::> "'0 ';;; "'0 e 0 -( c .¿t<i.¡¡; ~!ä.... ~ ~ ª § .- - g ~ ,.::.-'¡¡; U § E ..,....::c '" '-'::! 0 Be.... §i:Bgtt~O 6 ~ {J 0..1:: -5 ¡¡ "'0 V >. is.8 .... <1.1 I!:!:';:'"';::~ ",,£ OJ) ~ 'õ ~ § ~ "2 '2 '§ gf;: ..:·ß]j.-2 0''''' 0 ~ ,-..... ~ U E '" o::g {; c'':;::;:: .... 0<:1 ;;; J:! ].svJ:!!ä~~ v OJ) ¡¡¡,§ öO ~ ~ ~.§= ",~.o.5 -= :9 ~ ~ .;; ~ .5 g~.g U e-o«3 '§'~:.a ¡¡; ~ ~.9 0..= ~ .....1) ¡::: tí 11] å.s [) g.~ :s u .... ~ E <I) ... 0...5 <£ 0 ;:¡ ~ p., ~~'].:æ~.5] ]5s::§~§.g , ..... "'O.ê'':; e 1:: 11) p::: o § ... ~ 0.. 0 ¡:z::: GJ ~~g.9~S-g§ > ê '€ ¡:; ~ .~ ": c ."ª 8'~ I!:!: "'0 ~ u:; E ¡g ~ ~ ~ 'w .5> ~ ~.~ ~;; ~ ~~ ~ o~':::~§~o:g Zo..o ... r.f)._ Z 0<:1 · · .~ " 6 " :;¡: ~ o o .~ ë · " ~ o U " o · .. .. ¿ ~ o -" u · -' :::: ... z ~ u o ... '" '" z o .. ~ N o o N gfM ..Q~ o . ~.. . ;;:: "ê . ¡¡ tJ B .... 11) 00,.9 ~ ~ C._ .b o.:.a ~ ~'¡;j~11 ~ ê §.~ ~"'O:õc i12 c 8 ~ ht g; '¡:¡:E.£] ~~:ß::=! u OJ.) ~ ~ .§ -£: '€I ~ . ¡:1.:ü:;l 'I)!ä "2~<2§P:; 11)3""'........... 5 0"0 '€ t o';:C~:;IC $¡:;:;'.9.E¿) .~"".!:2 ~ ... ~ ~Y..š~ -; Q..Bt"'1·~ Ó ~ ~~ § 'õ '-'£ ~§ ,Ç~....p.u .- ~..e § >. u._ . c., "~L~az~ §- ~ @"3:a "Oc];j..9 ~ ~:;.~ ~ -= I..> 0'::1._ .... æ.s::Ë g, œ..... '" 11) Q. ~ ß;g.s ~'" .B.i: ð·5 ~ ~:=- Q.~'~ '" ..._ u Oï:CtI].~ Z~§¡,¡:::.g "0 0'::1._ 0 "0 ~0'E..c§ .;]~~ '" .-::: ~ t: I() "'; ¿';¡;];5 51 .,g <U::I~ Q.) ¡-\Q"¡B-5 " ë o u ü u g .. ~ u Q) 11) d.) 01) ES.:io:S-5 t:'~ gz ~ C1) oS ..r:::"';:1 0 ¡a ~.~ ~ :;¡ ~ 'tj .. ~ :: Q);::IV () t,) "'0 ;.g > <LI "'0 . "0 ~ g g. ª!!J ã 0 "0 ~ §'''â "0 u ..., ..... è o.~ .,,:;:; "g -= §.c 11) q) ·S.E .'j ª'~ ~l1)u!;i.9j >. -a ~ u ~ ..::! ; 5 ~ ¡t u :ß ~~ã.¡g~.š e ã ~.~ 7ä ';j ~Èel~.8~ 'I) "0 '" go ~ .... g~f~~t:~ :- ;E ¡¡¡ g 1t-S ..9 ~ 5"0;;- ~ v 0'0 C·_ gf.r. ;; ~ o·ã .~::=! 0'::1 .. ~ ~ .o§@BE¡¡¡ 'g~ .,).~~-S 'õ' g ~ g;:ü ð: ~...:. ~.~ ~ ~.s.8 ~ ~ ..... .... "0 t!{).:=''''' or¡ 'õ~~:a~~ _ 11) <u a ci-- C<I gß~ U 0 t :i g.ª1!J~·£ë 0 "2 .~ ~ g. Ë ~ g ! .<:::..: ,j ~;; !-< ~ :c iE :g '8 § ~ ..c::.8 12.8]""" ¡:r¡ .... 1;;"" ¡:: \I} <I) .8 II,) 11) L\ 0 6 ~£ a o.·C -< 8 t; ~ s. ~ :::; S-§¡O=: Æ 7ii >. ::S::l . ;;;I'.::1ã ~ ] ~§ ~ ~ ~ .0 ....·:::.s '¡;; «I .5 ~ S ~ .$ IU 0. r:.o..... - S· ~ ~ § ~ 5 v -; ~ ~ :;.~ ~ ::: ~E·~~~ o ~ ~..c 0 :: OIl.!:! tt~~ e ._.5 011 0.- :;j 0.;>.5 0 ¡:: - ..9 ~ ~ v; 0 ~ <I) V<l)_..c ~ ~ tJ.Ë i;j'~ ~ a ~ v p.. ] ~ ~ ..s .5 .$1 ~l::oB~~ g',ª ";:i.g..;:: u 'V500~.£ ...·s co e ~"E II) ._ "0 S ~ II) ..s~-êo ~ ~.Q R ~ g S. -5 ¡;;- "0 <I) 2] g,.s ~.-:;: g~]] ~.S II) ¡::::::.?;-= §- ~~~t.5:~ "5~.ÞS..c.ð~ o ~ ¡:: ~.<;::: b.O U ~ ~ 8 ~ ~.s E .ê '-' >-..... ¡:::<;:j «3 «3 ~'<= ã £'¡:(.!:: ~ .5 .g ;;.~ ~ § ..c S:! "'0 [¡ Ë'-= ü g-~.$ ~ 0 b.O 8.- t:; .!:! <I)..s ().5 E <I) II) E s::;> .- ;:j..c I!)..c.- ~.- ~-~~grb.O.3.~ gp ~ ~,g ~ . § :~ ~ ! ~ o..~ 8- ~ 0 () <I) iE 1::: I!) II) ..c.~ E II) 8. g II) _ <;..; IU C 0 "'0 ~5.Þ~~S.~ o .c......: .; -g -@¡-~ ~ ~ -8.8 6·S .... ,.g .<;::: ......;;:g::ê :;ë õ 'ë3 o 0 e :;j t::..c <;j ã "0 ~~~~g~~~æ ~ B 8 ~:g t> 8 ~ ,~ ......:'9.C>·s rx> Õ IU 0 "'0 > ¡; ¡{j o,..!., E..c ¡: § >(O..c:EVO"OIU>-. cctí~-B~§"'8::::: . .2 . II) >-.... .... II) «3 >. .... ~ B ~ 001) ¡::: o..g.<;::: ~ 0 á. ~ ~.§ Š -8 .;; :a ~ E "0 -g .¡:; .~ u .S :.e ~ ¡::: l! ~ e ~ ~ 'õ..s ~.5"ß . ~ 8."0'- U «3 "0 ;> ¡£æo~:!:-58~!!e .~.¿!5.&~-5:g~5Ë :;;¡ II) II) 0 =:; <;:¡ :I 0.. E ._ ~ :-g -5 !S..... e ~ e J:! lJ ..c ¡:::..c u"'O 0 .... 0. 0..... U-8'<;:::~ ~ - á1 o.E'ë3 _._:!: ¡::: S·.".,:!: Q) g¡::"O ·!2·ce-..c~ 5 ~ ~ ~ ~ ~ 0.. ~ ;g .~ e..c·- <":I..c'- "0] :;J C. ¡:::1U~!!,_U~""O<":l .g] ~ ~~-5 &~~ ~ Èi '" '" ~ <":Is .S 2o.·¡:; ~ -= ¡.¡.¡ ... - ~ "º II) 0 I:: g g ... 0 õ. U "0 0..'- .5 Ë' 5'];'5;'~ ~ ~ 'ëi'-'-~ B '" 0I.}0..0 ~ ~ .~ .~ ~ 2 ~ ~ ~ ~ .5 u~2!~~:!§'<;:::~~c OJ:}:::! :;J -5 0 0 « :I U <":I 8. ~ § II) u:!: ..Ë ~ .S Couug]:í8""00'<;::: _....·_<":I~aulU:;J 13~~~~o.';'ã§~ ~U;::"B'u<;:: §.§ §!2~::'2 <I) C C ,_.... IU c...c: ;:! ;'J.~.~] ~ C: æ];~ ~ -...... <I) <I).... "00 _ ......... ... ;,; ~ · ~ ... ciì · ·ô · " ~ ~ o · ¡¡ II)II)Cv.i.8:I:<;:j g~:';'g<l)t;~ 2~1U Co:! .:!! ;; ~ 'ë'~ LIJ ~ ~ 'g ~ ~::'E ð .s ü c ~ þj 0lI';j o .5 ~ .E ¿ l '5 ~!J:!:...,·",·E ¡::: ~~"'::ÕS~e "'r:: c. t> <":I I: ... 8 "0 e é:,l;) ~ "0'- ¡¡;~.~ .... §.l~ ¡¡; ~ "g.Èj]"õ] OJ:}~ .... <':I c····5..c .;; -a U ~..~ ß - g- S ~ ~ ~ "0 .S :;; ð u ~ ~ .~ "B :.ë ..S] Po]:E u 0:: IU _ S - ;> :.a..... - "'0 .~. c 8 :!:~~ã~·-o. tf ã.g ",'~ ~ 5 ¡; ~.~ y:¡ (1).8 Q.,';; 0'''''' § ~ ~ . .5 g- u e '-, -ß..c ~ ~~ ~ ~li:E·:!!.5 .,,- E-~-5· .g 5 ~.a é rf'õ's E :!: -5 "'0 ~ !ã.:!! U 3g"'O·ã:5~~~ "'VI~Ji1IU";:i:a ~ ",'š 5&..9 § a "'r:: y:.= t: 0 o.c ~ te U a,...:.., - z .:!! _ u.&:J ... :..=.<n tí 8ë ~.š~~-g.~ ~~so5=;"""~:2 o>..;::;...J.-.$~Q., "C._ ~ ~ c: 0."0 .~ P ã·õ'o..o E~t:: Z'¡¡j .....c.::: e 11.1 "0 U 0..<;::: ~ ',C . ~·Èi.,g~~s~=: 00 ~ - ¡;:: -< IU ::s ¡:::¡ ..;:::;..c.g O'.c e> ·_~!)Qu~- >< ~5g~í...ìSi¡:: ]~';;s~:g~§ f-O';ju~~~~ ,§ · .~ " "3 S o u ~ o · · .. ¿ ." .!! .¡;¡ ;; " o Z :> ~ . ~ . ..c.:: ~~ ~ ~l ~ .5-8' ~'õ'5i o:I!J«i "'8. .S 5 &. 0 1:! ë';¡; 6- " 0 u g.~E.E ~ .g g a .~ &.9:; tí ~ tí g .~ IU 8. C 2 -5 '" IU ~§~~ 11.1._ __ 8. ~ ~... 8 ü .8- ~{d~ ê .8 ~ ê:É ~.~ 8.~ .~ Z1 ~ ~ E«3er:::~ 2 .S .S Ë «i'"OijS 8- 'õ.~.S á'j .~ g.~ IX ~ ~ 0 ~ «i Õ ~ "'.ó æ ¡;: ¡;: !J ~ ~ :!!.g ~ ~ 4) .~ '!;; 5 § - >,.. '" Q. .ë 7ij ü.a, ~ ~æ~-go:: -' ~ " u .~ " ~ :;;; ~ o § .~ " ~ . o U ~ .. -¡;¡ .:! ~ o i:! ;:¡ ¡;: i3: Q.,IU <I) 1;11)11) .- 0 ..c ;E ç,l;) 1S~ü;:E-:.a<;:j .~ -5 ~ ~ .z :::Is ¡;: o,C C vi g ~ E.5 I;II)~'~ ~ 'a) ~ 00.5...... ~'J:: ~ 5 .~ ~ ~ .~ 0 .~ ;a <:> .:; ~ E ~ IF II) e ;>' 0 ~.- IUO....OÜ.=:> "'r:: ~~cll)<ß .¿;;:¡.;¡; gf @ ...: "'0 ~~§'a-~:E .?;-.¡;; ~ c E BX §Š:; ~: S-'E a.ê~~~.s~ "'011.1 >. a ~ ... IU ~.s'-=:a '" <£ ~ ~ "õ ~ æ ~ "B '2 ª ~-5. J.g:§:9 0'- 0 g¡ .- - ~ uS <I) u:g..¡¡¡'" ¡;:.-='::(... <":It; II) ]J3.;~;~: 01) OJ:} §] 1;11) ~"<;j ~.S - .5'c s:: ..c t:i ';j ¡{j:S ~'š ti .2., § ..c ð ..c:.= .~ 'g :'.2 g b.] ~ :2 OI.}"'O '" ;>-, IU_ c...5 -g ¡';'V C tí 'E -g §] t) g.~ '8 ü .... 1:) e II.> e Q...5 <2 ~ 'Eí g Q.. 2 ú"B~ ~.;¡; 13 ~§~ciig ..s "O].g Ë ~ "B ~ .8 § :: ~ 0.. 8..0::: ü1 VI g. 5.9 ~ E"'r:: c: ~ g..c ..... ;;.'_ § <":I .~ 0'';:: E ~ .Q ~ .5 E ~ ~ :ü ~:§.íð "3 11.1 :;JS~'- U õ' '" ';.2 ~:;] &~ ~ ° ?; .b ~'8 ~ o.t; Z S- 'õ g ~ .~ z -g ;; .. .... ... :z '" :;! :;! o u o ... '" '" ~ '" ::! N o o N gi'J ..Q~ " . ~o. æ tí ." "'~ òI)<;:) .- O.S æ ~ 'ia ~ 2; ~~~~ ~..c::.!-e ~.s] ê .~ t: ~] '§.g.9';:; s.. e] ~ IU >'0."'0 ~~ ~ ~ ..c >.:.. _ ë. .9 - õ' :g]gE~ :8 ~ ~ e [ s:: : &. 8 '" -':" o;;:¡ "E .S g :.5 EJ ú;ij;..::::J:;oa <0 '':: ~ ::: ~ tI1 ¡j'~ 0 oS i3.... ......... ¡::: &. 2; § 0 ;¡¡1:!~õ..~ :::!....¡,¡::o::I.... ::Jgj<'<l~-ó t.:J..c:: 0) ¡g e ~.... "'._ cu oi:æECl) ¡.¡.¡."..., u:"= æ u ð..-; ~-g ~ <'<I"G .... <0 ~ i3 &~ § Bí~~'õ E "'tI;"::::.£ ~ § .~ ;g ..:i § '" ::J ~ <0 ... æ ~ 6].s ~ ~ . .~ . v ~ cu .... r.<)_ '" ~<I).c 0 (d;':: - ~ C.c ~ ~ ¿~"g~ i3 "'~ cê IJ ":,g 'û ~ o.J:> .2 0) ~¡.(i3§1:5,;:¡ ",..8 <0 C 0".... ~"'1::IU~O :..= <'<I v..s ~ <a -o..c ..s <0'- >- :::: ~ () 01) 0 ¿; ",.5.e a 5 ~.2 f.i ~ 1J ~ .~š.~,QE..s~ ~ '" ",'~ '" ~ o: ~ ri' ~ ~ ~.5:á ..c,D,-,IU:s "'.... ~5g~~¿e ]E:ë::3E~.g ~ 0) -0 ~ s:: ~ :ß è=5 ã <o.g OI)'û o.D '" 0.. O< s:: <L> '(;j'~~..e.!:!>~ !it -o~ ¡¡; "';'::: 11) CLJ !ä (II:I: ..š E:ë ~ E» ¡::]];S .~.D d.i 0 I-< .... "õ e:: ~ §- i3 . gp ¡:: L:(..1 ::: -¡¡; <0 ~.:.S 1ã ~ <0:; ~.g ~ on" ~..s g:.ä "; 'Ë ::g.s § ~.... ð;..:::: ~~¡¡;~§~~ C o..¡;¡ ¡:: ~ ... 5 ·g~°'Bi38§ a·- ~ ¡::: <3 § E ~] ~.g &"t; g, "'" <':I '" <u It> fir to 8,.5 ~ f § u ~ -0 .5.s ~ ä .9 !äü .82;> .... . '" -0 E 01)";; § ¡; õ) ~ <'<1.5 .;::: ::J <.) ~ 0.5 -0 r:: ~ .g 'g. 8" ] .~ ~ CI......"'Q,<lJ<'<IQ. "' ~ '5i i" ~ o ¡;¡ {i :I: o ~ 5 is o " .~ g ~ .. .~ .g "' --' >: ;;¡ . 0;«1 . -0 ~~~gf .9'õ ~ g ~~¡¡;~_'¡~õj8.:A ~ 2 'õ .~ .g ] .~ -~ ê ~] ~ ~ .~ ~ :;;] ~ ~8."'§ ~ 3 ] ~ E ~ °E '" !::: -5 :.0......9 ___ '" .> ~ d} 11.> -...... 11.> 11.>.... '-' o - ~ t.2 e ~ oS '5 ~ ~ ~ 0. SO] ~ ::: ~ .,= [ .9 ~ >, E 0.. ~ .9 áJ Cl} ~ "'0 '" '" ..... I: .- ~ ... _ Q. v ....!! ~ g ~ ~ "E.ð 'g.,2 .5 .:; ~ 'E p. Q...r::; 0 8.] ~ ~ ~ ,~.g .8 5 ~ ~ ~ 2 <ti ~ 8..]1 § 2 -;:; E æ 0 E ~E E]5"'O~:A @ ~~ ê ~ -5 Ë -g .... õ E § ¡:; ~ '2 ] ë. .....~"'~Q.~UIU@¡OIJt::~ o E >. '" "'0 ~ 11) ..r::: .- .¡¡; ::: co "';::::-a o..s~ ~....¡.¡..]... ,:2I1)~~8:;:'(5B=:;;Šci-;::g Ü2 -= g: -= 11.> Ii'" ¡g.~.,:1 z..2·§' .... 'õ ... ~ ~ II) ïê OIJ 55 ¿.:!!. 0. ê I: gff gi3~ gfõõ II)d'E 8·:2 ,:1 ... ¡:: ~ E:a 0. 0..-5 U <J ~ [.~ ~.g ~ ~ ~ ~ ~.5 e ~ ~= ~ § 2 g.~..o~-='E5Ê 0. ... "'..&:; U t:; '" II) -g ~ "'011.> 11.1 '~~,;:: ~§ï§-= '" ~~-5-= "'0 0"'0 U 0..... '" 11.1 ',:1 ¡:: ¡:: ~ v o;: ;:::: ¡:: ...... 0 15 '5 .¡;; .- .- o;: ~ 'ö t:: ('; c:'= ... .... c: !:: c: "'0 "0 ._ 0 '" 0 c:I 11.1 0.. ,_ 0 11.1 ~ 0 g <ti ¡:: E :E U ~ e "'0 .... 2 'C E ~ 15 ~ ~:g ':§ 8 gf æ 11 ~ i.>! § '" E ... d c:I ~ VI ',:1 t::.!: '" 0 U ~ ~ .9 g.E 0 ¡:: ¡j 8. g..c "0 g 0o....v u¿l:l1)fouæo 3:;:::: d)..... .,; 'ö,~ 0 ... '" g 'E.... ~ ;;;.'ffi ~ g.: 3: ;; d ~ '" .... "0 ~ ;; "E ~ ª' a. § g '2 ;¡ ~ ft ð II) :::I E S ... '" '" 0..;:::: o;: §¡ g S ~ ~ -5 ê,£ 'õ ~ ,5 M ::Ë .¡¡; 8 ~ ~,þvll.l~ .<:- :ö ¡:;.8 :: g'ø t) * .... ~ -d-Ê ~ ~ .~ '5 § .....:a",o 0.. u B II) ã v ~ . 5 _ 5.<: g..a ã':: b ~~~§* d .c ,- ,_._ , .5 <J ~ ';;:i 13 15 .- . u;·2 E:E ~ ïJ <Ii E S -g ~.~.~§]~ B u .~ U 0 ,- '" '" Õ N-5 @¡.<~~:Ër§~ c:I-'" ......;:::::::1 ·-8 ..¿.$! OIJ 'E ¡:¡ S õ c: '" ('; .g:,=.E'§"'8.9 ;;¡'<J3 "''''0 "''''0 U... ã !:; ~ ~ v.'EuuS·;; ..s f~ ~ g..:;: ~ ; '8 ~:s!:;;š] 'g-S~8~~ S''õ ~ i3'~ S ~ ,~ ~.~ § ~ o·~Oo..v~ ~ -:3 8"'..0 <I) 0'- "'0 <J 8 ';;; :: ~ t s c f'~'- 00 .9 ;::I'~ ~ æ ê ~ ¡Q 'L> P:: "'0 ïJ.~ ou.(3 $ 5'~'§ 8 c C '" :::I § ¡;: d):.a 8] ·..::.2 ê'" '" E-< ~~8B~.,; :-2 t: 'S: 2 '§.~ 8 13 Jj áJ·~ - ,.g 8 d) Ë' §:fl E-< ~ -5 ,_ 8 0:1 ~ ,~ ;§g"Eu ~.- '" & ,Q ~ "2 8. '" ~ .~ i ~~ ~ ~.~ tJ ~;g æ ~ I\) d) - 3: ï:: -5 B !;:¡ E ~ B ... ~ ~ ~''':: ~ I\) u áJ .... .~ '" -5 <':I o.-a d) >. ~ ~.§ é %] ,L: ti"'O g~ §..g~g ~ ~ "'8 ~ 0 3:..ê 8 '" 0 c .... .... ._ ~ ~].s 'õ] .9 I\) "'!)Oc «:I c.-5 t:: ;::: 0 «:I f! 0 0 'a.':: ~ o 0 P. «:I ê «:I Z; ':!:';'s -g gg.~a~ë' ~ ~.É:;] ~ 'Ë ~ M i:j.Ë-5 ~ .~~ § '3 ] ~..... '50 E "",= g.':::..9 0 ~ ;::I .¡¡; ~.2 'õ B"'8 ;>,11),Q "'~ '" =ã-;~..ët!:Ë .~ ~ ¡:: 25 &.2 O_'-CKC '[2:E 'Ë ~ .~ 8B:-§]g~ 0"'0 § ¡-.. ~ ~ ~ ~."9 . Ü ~ "'O·~f'§ ~~ ~ 'ê ~ ~ ¡s.-š g> ~-;.~] l! 'c'> §.s t'; ... .g:=::E 'õ ~ ~ '" 2 "'0 þ'õ 0.. .¡:: irl -g._,;: S "8"õ' æ .5 0';' ~... ~ -..... "'0":: g 8 ~ 'E § tJ g ~~.g :s ê~~~:g.g ;::.~ ~ ø ë.. § 0"'8 U I\) 1\)_ ~~~§ ~~ o "'O,i:i:: ;:I ,;!! S c .- "'0;:::: . ~..:!-b]æE-<~ ~~~... I\) ,8 c-;.a~-"'o "'~ .:a~§;:::: 13 lr~ ~ '6 :~ .~ '''::00 I\) ;>,'E"'8-= g~'È'Bo8"'8 ] d ä.g Š 'E «:I .- II) "0 -' II) ë g¡:9c~'2§~o "'O£E"O~u~ ,.š¡ ~ B ~.;;: ~ 0.. d) ~ c:o gp e"8 ~ '"g 0 §'v:=':-5 8 'g:; ~~ § 'õ co.. c '" '" ~-¡: ~ a 0 3 d)._ I\) ..0 '': '£:; -g g ã F ~ ë g 8 .g.¡¡; ~ .2:a ;;:E .~ -6"ff ~ .$ .~ ~.~ ~"'8 .~~.9' .ê"š: ~ 'S: 5 :;~.9'': ~ o ;::::;:::: _ '" d) 0. § ~,~ ~ -50. ;:::: ,_ .... .c '" ~ "0 00 Õ 'E o;: ,þ ã § 5.Ê ~ 'õ 'õ 'g-5 £¡g"'I\)<I)-- :;: 8~'§'§i] c .. '" m § :I: " o . Ü ¡!j "' . ~ .¡; -< :;! ~ '" " >: " . ü ~ .<: U 2 ~ o U " o ~ õ<':l,Qã~õ'd:q& ¡:: ~'E "I\) ¡:: <':I <':I II) ... ~ p.!/ u >"'a:)"Og'-~82~ .a f § <2:! ¡¡¡ c .: ¡¡; ¡¡¡ ..c V5 f:O~ ~:: a Ci:: :.å ::r: :g t'.; 0 ~ I: § ¡¡: t) " ~ c ... ,- ~ S «:I i;) ~'" ¡;;;.8 ~~ v .£~;; ~«:I.g 15'¡¡;'~ g ';.;!! 'S: B '" "0 : B ë.. g.Æ-;';¡::~~·;;;"'ae - '" ~J 0·... .- 0" «:I æ u'';::: :> d);:::: ·~II)-t:g'gSE-<·ß~ ~ -= ~ ~ 0..::; >. !ã 8 .... C l'._ E :ü" ~ - "0 ~ ~ ~ õ~·;', ~ ~ ~ æ ~ ~ ,; .6- ~ e ~ 0 g, .5 t),;!! 5. 50 0.. 0.. ~ç ;: .< ~ ] ::;: ~d) È ... ] :3 -r.::~g~~~ ~ -d 115 0 d) <B ... «:I '2 .B E..c ....: t:; ..c !)o«:IQ)ÕOB.....<I)~g '¡¡; .~ ~ I: ~ o.£.s: '" >,,~ á~«=o ou 80'" ~e"Ê~gf~o6.:;;š '':;: 5~·~"I:::""~.... 3: .§~~II)~]g:500 o Q '" d) 0'" 0.. .5 ~ Z '~ ;.:; §.5 ~ ,ª ~ 'E ~ § -5 :.0';"':1 ~ , ,.<::: ~ I).'"J"¡¡j ;::1.5 ¡¡; C d) "'0 :E.~~ ...."r/.!-g;;:~-5 ~ :::1:,:::'1::1 0.> . I\) '" 0.......:::1 ~ ::;.;; ~:;;š g. ~ &~ ~ _ d) 8 õ\ 3: "0 '" «:I';¡; ... k:-=p-'-'''''b=~m,: '0' I: {3 g g !;:¡ ~ "0 "'0 "0 5.:;:.a·2 ': -a 3:] Z ~ "0 11.>3 ocu"O ';; ~ ~ <~tp"2'~ ~ ë-~ e 8.-t:1 ;:I':] o..~g os ~ 2"'0 8 0 .... ..: I\) 0 <I) d) 0.. «:I.~ """'õ ¡j!-E u g ~ Ë æ ~~ §"ê'[~].; .--..0 '" ... _ 0.. "'.-- .....c s s ~ ] .. ;: :; i:S . ..<: ~;.~ :'::: £;>-, 3 'š g E'- d) . ¡:;.'i ,~z ¥! §"B8 u ~ . ,;!!,~ § tí,~ '';:: .£.::E'; £ ~,g " u -5 ¡ä-g "- . .s~ t: ,.g ~·ß ¡:¿ 3:fit!5j ~~ ~ @ <ti.,s ã.S §'8?:-g £~£~ fi·g æ;;¡ 'ü k: õ: æ !E "'_ d) ¡¡; ~ ~ ~ .9 g fi s 8..ê ~ c ~u;::::~ ~.2.š= I: §.~ e ~ 8 ~ 2 .g § c c.:J Q U £ I\) z"d"';:::: "':I 1ã'~,: II) bOO ~~'8 ~ '-:::1 0 ~ .::.¡;; ~ "'" "';>-,- I\)~;;¡~ ¡:: ';:: æ;;¡ -5 ... .~ ;>, t)O ... ~ .~ ¡j-5 C!I.J'B= ~!j~ ... d.) E -5 d.) 8 <U ~ '1).,:::- £ -5 1:: .~ .=: ~ <n.a ~ ¡;:] 0 -5 <;; gp ª" d.) ..ê ~ II:: ~ 0 u] ~ ~.~ c:: ~(j ~Eu....o~"Ocu o ;¿; Q ã .9.0 (II ... ,.¡ .9 § § .~ g ~ ~·êi..~~ Ë ~ g g ~ ~'R~ .: ~ .8 Š ~ § .9 ~ .5 £ 1;3 g Ê '*I:. i1 :.= (,) '5..e ~ ~"'= ¡:: ßO~ ¡¡ 0 ~ 1IJu ~ (II v ª Q.SJ! 8:a ~ q) ~ 5:cou¡;;¡d.)1;:¡<u <+-_d.l_£'" <U S..c ¡;: -5 '" :¡ij";:; ::: j]"'2 ;>, ~ ~ 8 ~ ~ :ê 11 ~ -£: .~ <U d.) ~ ~ [j ¡;: g ~ ~ :;r; ~ 'S .s -E ~ -s..9 ;g .8 g ";~ ~ § ~ ¡;:::ê ~ u ~ ~"s æ . . S U'ü II:! "'0 :3: '" as 0 ..c œ 'J": OJ;) .. '-._ c:: !ä"'O C c. iJ'" :< '" :;~f~<;:;OlI ud.)E;:I"OIU", ~ d.) d.) r/) g:= ~ !; 9 "¡:; e ~ 2 g ~~~~g~-~~£:~=g o 0 ;:1"0 ¡:¡¡ E ¡r¡\ E ¡¡¡ .5 B ..... ;¡: .s :§'~ ~¡;: ....¡: E"2~:€ ë=ïâ ~ c:¡ .~ ë ?" .£ :;¡ .- _ E ;¡: _ 'g ~ "'8 "'0::: "'0 i>-... d.):;:::.c - II) ILl e (II £ E g ã a <u .~ ~ u ~ ~ .... ~ ~ 8...c';::..c ~ B 8"ii ¡;¡..!:!- &.S"ëb o g Sb'~ ~.'? c:: > '- "0 -g:s! ~..2 b.",·_~01)co..!:!OC:l;:ld.)O ¡;:ö"§V;::O"'Ö-o§S5]gE;E .ö ~ "'0 ::i g ~ E g'~ ~ -g <;j .~ ] ~"E~~~.9~",r::-5ã..sg;' 'š ~ c.:.<;;: ~ 8] ë oj¡ o; i3,;;.o ceoo ··:::_.....ocE,="'O~· o ø So e·.. <u r:-. - "C C .- 0 (II !:! u t5 ~;:I > ''¡:¡ t; c. 0 :I > "C <r> :::I '" ;>,.~ Ed ~"£ !j '" ,5'';:: C '£ Ii ~ ~ !:! .t::';: 0 d.) (II.... '" § <II (II U IJ .g~'õ",oE§&~.šE~§~gE g] ~ ¡¡¡ .~"t; ~ 1:: ~~ ~ 't; -5 ~ .§ 6. -æ ~.;¡ t¡j .s .5 "8 .~ '2 ~ .s ~ ~ ~ OI,)'~ g'¡¡;.~~-5 5.£'- ~ ~.J::~.~ ¡5 Þ ~ 'õ l~ 8 .~ ~ ;§.s Ë 8 8 .~ 's ... ; o u o ... '" ~ o .. '" i:! '" ~ . .~ . 01,) 'U"" "'...... ::~~g~~ :;] c:: ~ ¡;: ~ '" '" <LJ ~ '" U .~ ""'¢::,r, ,,¡ t: () It.! 0 5 - <LJ ~ >0: '" ;::s ~..s II>.E ~ ¡:: g'1o-< ~ II> b U'"O 0 :ä;~..s .ã~ := g.... 8 p 0 ~ ..5" . ¡¡ 'õ~..c~13... E'g t ~<¡¡j.5 ..: :E Q, c..:¡: t1 <LJ ~ .2 :- ~ rn ~ g II> ] 2 .~ ~ ~';¡;:.š ~6.å~~5re ~ e.c == e ~.g ~.£-g·i§~~ i:'õ <d ~',= 00 û £:9 ~ g.~;.§ g. -ê â ~ -¡;;'''::: u '" C V1 ~ o'ë ~ ~ š~ ~]~.š .!!a.c oLi 0 I-< -5..... e::: '" c.. 0{) 0 -to~dc§ J,.I.J :t:: -¡;; ~ o·§._ â.£ 0.,) II> ~ '"0 ~ ....ï ~ -5 :;;:I.!!a -æ'- \D 0 = 8 -= :> .S ~ .~ .:: Ë E ~"i) ";; !5..~ ê.g ~ 5 .~~~"õ~~§ ~.- E: ¡::'ü c ê f/) "'0 ':I 0 Q).S I\) <~~·~~tíQ. gti 8..5 1i:.Ë â U..:( '"0.5 ~ ¡g 13 £ §õ-.8..... .... . '" '"0 ~ ~:; § ]"'¡) ~ a·s·,:: ':I () t:: 0... "'0 C VJ ;::s.- Q. E'" IU 5: '"0 g. e;.::: ~ õ Q.¡ ~ II> c.. 01) œ Q. '" ~ :;¡ ¡-. - o ¡; ~ :I: 8 ¡¡ e ¡¡; o .g g ~ N o o N . I ~.. ~~ " . _0. ] ë " ß " '" ;; <¡¡j,þ..!! 01) ¡:: -5 'g:f:: ~.9 ~cE ...._~ <¡¡j ~ ~ ~ ~. tí 2 t::.g ¡:: ;::: ~å:; 8. 8 ~CLJãl\)~ . s _ S-" &.5 ¡¡¡.=;;. ~::.ä~ã~ œ ..= ._ ._._ . .S VJ ~ ~ ] § .!!a ã¡;;'~ r-e .£:2,.; e·--g .B~·~EB8 ~8:~8"2·~ ';;j œ u '" N-5 §¡.<~ ~:E'§ ~ .~-.~~§...-=~ E'~'£ êf ª ~ ~;§ E'§ '"0 B -¡;j'v ~ ~ § "0 U ~ 0 5: ¡a 1i: ~.- 0 0 E'S: ~ .~ ~ g ~ ~ -;;;g-;:9-¡;j~ ..... 1)....:::I';;j ~·.ss8u~ ~'õ"@ ",,~ E :; §:.e'~ § ~ 'õ';: ...8 & u ~ :> ~'!! "'.D u ~.2 u '"0 tí E .... :: ~ ~ ê c ~ .:::._ 00 0 :=I'~ ¡¡ §.f~ ~ )J ø::: "'O.:!': ë 'õ '3 5 ~'Ë 1:: ~ §.~ g 0 g.9 ê '::I g ~ Sh -g 8 £ ~ . :.;;: .':.~ :;·§.2 e í3 c ?!.<;::.<::: o 0 ¡¡.¡ Q, c.::: ..c 0 CLJ E ° õ 1-<;<':: -5._ S œ ~ B "0 ~.s~ ~ ; J:J 0fJ·~..2 ~ ~ ~~g.!!a~~~:åi:Ë ~ ~ ~... ~ E _c ~ _E E ü 's -š .5 .~ .Š =cE ~ '':: ¿.. ã.c 8 8- ""~cB"Eoü~;¿;:~~oE ~ _ 8 <d r= 0 r= ... .- 2'¡¡ '5-a" U c..:E E;¿;: ~ G).... {: "'"' ....u.". e·<:::: ~"U 3:i5 § ~ c = -'- ~ ê' ~ í;i .¡;¡ (.) :æ 0'- 01,) ~ ší II) ¡:: .-.D II) ¡:: ¡;:: ~ ~ G ~.~ E;S ~] fa E e.'~ :::I"''''t::.~~];;Ig.l!1§~'¡;; Æ g '>. :; ;;; 8 .~ 9J ._" g'~ U z. ;;;:-Bð¡ß ~ ~~:: B 5'.~:g] ~ § 0 ~ 13 '6i¡ ~ go g '': 'è '3 c CLJ ¡Q::~r=,g2t;.....â '" oB II) ~ ~ '"0 e 0 '"0 B U U'- ~ 8. 51... ~ -8'>:E r= ~ -s ¡;:: -s £: '" .- CLJ = U C "::I'C '¡:: r= "'.- -8 -s --0 'U JJ.1 § g 0..:-= bQ'-:>-S o B ~ 'U'o ~ e ~ .~~ ~ G) is >. ';j o.s·,::.s §:.o <¡¡j If: '3 g ... §'6i¡.~ CLJ;g.... œ ii-s·u,..¡::'"O £...O"".s::Jo~...- &u~ '¡'g.g õ ï~ == g ....2.~ S; '" 'õ::2 .~- ...;s;.::: ~ I\) ~ :. .... >.:; >.:::1 ~ :Sõ,:::-5 ª §'s ~·è·<:::: ~ o = ij . -= i3 "';.: ~;: U CLJ U'J:: ~ _ 0._ 0 fi _ <LJ _ 01) ¡;:, ~&:g-g~~"'B~~~::~ ._1::"':=I"o....i!!~_...._æo ij .g g 5J B .~ ~ § ] .;;; -g -5 E ~ u æ:]'" 'E 8.-0 :=I r= :=I..g¡.~ -a 2~.... go", ~ SJ·9 SJ~-S = 'E,..¡::~õ R.E 0 >.'æi I\)~""'o G) ...... ..... "" ... -0 ... J:: æ oLi e 8 fa .9 ~e B .~'§ Ue 8.E-< t § g c:: 01,) >'ti ..... J:: EO' .- ~ .g-=::::JS::ti ~§stlš~ :> .... .- t: ... .- r:: b ° ._ u ¡::: c 5 1:: 0:9 ~ ~:e '6b£ ... t: g ~ CLJ 1:: JJ.1C~o;,:::;;gr=æ ¡)"...cE.~ G)OOI,)!::8.G):=Ir=J:lOOU'" ..s'€ c..... 8 ~R'C: ~ c'tQ..5 ~ 8. ~] U ~ U ~ ë 8.g 8o.§ d " .. '" ¡¡ S " :I: " o . Ü ,¡j "' . ~ > < -;;; " ¡ '" ~ ~ca.~-g] '§ :E .~ ~ ~ t; ~ -;:€ 0'58. 'C g 'g·£":.5 -£'õ' c.Ê 0 >. '"06.6 ~ ü::a ]1î'~!5.Æ Z t:S-ã]..!!5 õ6~il-<~§ ......-, ~ <Ii Q, o~~ CLJ tl = ëa3'ä § g'¡; ð; '"O'_...E:: §.~ ~ ; ~.~ ª ~ ,.; ';;~-SCLJ Ë ã]:E~:Pr=] = .- '"0 ü -ê. .g .~ ° få ã,J:J 0'- <LJ '''::: en CLJ ........s ~-5 U <L> :> 0;:: 0 "0 .g..s ',ª ~ 8 u ã ....5~:.6§~~ :g ~ c""8 ; S 0 '"OoE"OCLJu~ ...t~~~tQ, ~ ~Oð~e~ ~ 11 0 .§'¡j =':-5 E ~ .:!! ~ ~ æ 'ëi c c.. c ~ II> ~ E t E ° ~ 0·_ '" .0'': '£1¡¡ g Eh ~ ~ ~ ~ e:9·;¡;.o ~~:;'13 ~.g§' '" G)'- "iJ :: u "0 c';:¡~~Õ).!::c .2 "0 I-..r= CU œ .!!a ~-¡;;;. ";.!!a tl e ~.ë~;;]! & 0...5: -B:E 1; -,"0 §tíEcul::§§ ;::s 2 I\) Io-<.......o,.s: ~oo?!~~.E~ ":¡:¡ r=.-, = r= õ ~ '< 8 -g..::!..\:! o..J:J ¿ ;; ~ '" .....8 ]r= <ñ Ê~] J:J;2 ~ .§ b~~ ~ ~ ~ :; a r= iU... ¡;¡:: ~ en <I) iU U ::t: ª -5 ~ ~ ~ ==.=:E.R. g....:=Ef.I:..ê11§]ge ..r=~EeaE-<æVuoo.. 00 JJ.1 ... '::: § ... IS ~'=. e 0 .J'U 8.3'';:: g €:8.1!1.8c ~ ðj -S VJ.... á1'~o = æ -5 ..".., ';;j ~ 0 ~ 2 . ,_ ~ ... ¡:: e c..1(') CLJ Q.O\ OI)..:! 1'3 ~ 0..~1(')"g E~'õ í;i 8..-0 5 jL~ -d <11 .~,; ~ e .... ~ i: '.: 13 ~ E E .<::: ~ ~ ,iJ .~ ~ . ..8 ... 0 ''="' e ~ r= .... e - ¡;:c "oCLJ....e:t:E;;Iæ0c..~\f) p.s 'E Q. 0 Q..'::§ § oti '"0 ~ ¡;¡.... ~]ì;! o..e ~'';:: u...... r= 0..~E"'O~iU~tJ3g8. !:I: 0fJ'- J:: \f) \f) '"0 01) == 0 ~ '" 0."8 t;;.<:::: 0 -0 J:! õ:i 01) '" u "8.CLJ ~ ~'; 1ã-g'g §£"É~ ~-5æ&f!õ<l1~uEg£ er=Q.~oEæCLJOiU",· ~o 20 ~'ë'ß ò-5..'::..s ~..;:tJ'¿.sQ,"';'::UOl)O~ :=I.... <1J -0 ~ '"0 <L> ~ :g u... Q, 0"' t! ~ § ~ £ -5 g.. ~ 5 ~ .5 ......,. -- E 8. ~ ... ~ '" u .~ ~ .5 E en e,g'¡;¡ 15 ~ ~ 1,] ..s ~.~'ë'::C c..~.= é:€~'g 'õ .S! 8 0.. t;; ] == ~ ~ ~ t:: U r-- e cu 'E ~ ~ ~ Ë E ~ ~ .~ 0I,)....t)"'0I);::sl\)ou.c"'...2 :õ§>g,=,g~¡:;'§~'¡¡jQ, ~ § c 5. '¡¡j .¡ ~ 6.~ ~ ~ 9 c J:¡..... OS''"Oou :;~~~~; 8."~:; ~.~rË ~ iU..... .... ~ o..b 01) .-.... ~ š~G)ge-;~gEC;¡~J:: '" = u.c \D u ',=",''='"1 ¡:: (.) ... '" 0b:~ I\) '" 6 2 2 0 6:;: <eV)~..s.c()Q,Q.Eu.... ..; ~ " ~ ~ -" u õ:~§.gõü~g, c._ Ü CLJ ~ c a. '" œ ~ tî"C ¡s.¡:: 8 E ~ ~ ~~§~æ¡:::'- æ ..d V1 Wl7' V1 ~ § :_ "5 :I: '~ª:$ ] .... u 0 'S :ë.....·~~....~Sc:'" ~ ~ t) ¡¡] e 0 ~$: Ë .£J,.I.J.~:æ.gg·~·~l1 -¡;j.~.::, S! '" '"0 : £ e- &Æ-~c:~¡ä';;;š:: <d ~ a,¡.9·:;: u:a 0 :=I ; ~:;:g ... Q,E-< :?f..: '~~-fr~ ~8 ·'Ë~ o-...=E'"O.....~u .... c,1; ._-, ,_ u.o "S. '"0 -t:;oubo~lo-<§ ~~<;;;.~'¡¡jg.~ou ~ ;;I .;;; e ~.... CLJ ~ ._ "';.E Q, ~ c.. ~~... ë<r-',g=~CLJ.o ....] ~ ....:::.¡; ¡S'tí ..... ';;; ~-ci¡;ou~~ã~ .~ ~ ~ € a ~ ~ u 1J .¡;¡ .29 4 5 ~ o.s ~ ~ >..<:::: ~...... <,:;. G) E ° <II :¡;E-s~~~p~:;¡ .- " t·-·o - '" ~ 5g"2~~ut:ÕOfJ Õ ~. ~ U ~ -s a. c .5 Q, .s:..s.... c E ~.S U _ 01) æ 0·_ 0 ~ ¡:; --g ~ § "5 0fJ""; '"0 E . ..c ~ ~~""; ::1.5 ~ § CLJ "0 ~ .~ ~ ...." V1 ] 'S: "S. -= ~ 5~:'2~~ß.~CLJ'õ~ : iU e (;' ~ '"0 ¡:; go:;; ~ U oS Q.'-' _ >..c u 1) ° ·~s-S g gia~"tJ.¿ 6.:":':E·ë~"S ~]~~ "'0 <1> '¡!:: 0 1:: u"O .. ~ Ë Q.Î;"·S·~ íâ ë-"å 8 8.'"0 ~.:] c..q ~ ë ~ 0"'0 ... 0'" ..J 11) 0 01,) I\) ~ (!j t,) ~Io-< t,) ¡,¡:: () () u - c'- '" 0 U'- (!j ~ ~~~~$'[~~~~ '§ ~ o U " o Õ . s S ~ .§ .. . ;:; ~ ]]:§ ;;:;;~ .<:::: £ ..... ~ ï§ g E'- ~ ~ o;.~ .-; z c: §"E 8 :;:~¿ ._ ._ 0 g~] '8'] ª ';;E-<û ..sg~ ]~~ tî e.9 p¿ ~~~~ 2 ¡;, g, ; ~~ §.5 æ'õ~--g .£~£~ §.,g g t; '0 ~ 0: æ ~~-æ~ II> ~ t <¡;; o g ¡::: :=I ã !¡¡ ð E <1J"fi I\) æ ~ >.-=...... õ·<::::.s :: c §.¡; e U ê ~ ~ .g 0 c U o () B ~ Z ª 'ª~ 1~~ ~ OfJ~o1:: :~ g..~ Ë ::E-; ~~ IU ¡¡;-; G) is·¡: ¡¡ '" " " "'0 on~ -5 =1:i <u§~~@]~gf :€E ~ E ~ -5 on ..... :I ë...... ..... a '" '~p .. 01) 01) Q) 01) E on <u -c .-.:I ;;> _ on <U ~ > ~ 0 .- .f:¡ B E"§ 0.0 0.. 'E~!SE~~~£~M~ §~ §~~~u: ~ ~~_~ ~-g'õd_':::: <u<uus:::s::~œ",....oœ",oo ....,.¡:::c<UO>_8.-;...<U1i~c <UEœ~"'O-u ó.gP-o 0 .s::l!j<UB2g.,eZE~e- €.. 'õ .s .5 3! e ;;; e :; ~ 0 -ð 6. <U c: ",2<"1;:1;;;.00.- uc -5u I:: .- E 0 :;: 0 <U @ <U <u œ <u <.., i3 2E<u~:=õ~ë..~'15~~~"'O '5.5 ~ ~ :q ~ 0 gf 0 .!:: '0 .2 "0 ~ ~ai3 ¡j g"3'1§:=~:§ Š,Q.i g g. ~-g §~.£ ~ 8 ~ ~~~·B\.Ó.g.... ;:!ü-:.Be:",<u;>-,¡g,C:-tlJ....1cg ] 2..8 œ ,.g 8 -5.f:¡ ¡:;: 6~:..a '" œ 'õ' ....~>."'t-<I::O~O""';: ::~I1.J.... '-s::_] ~-œ·~-oœ::l'Oo.. o 0 ~ .... .,; :>. ~....,!!¡.~ -5"'0 .~.;;::"'O §'U¡;¡5~'i)ß::¡;(;jB<~~e1;:¡ -~""'CSt'áe::tStœ ,--.,.:0..8- 0,)" 0 '" t;I{ '" 0..01) OlJE 5 §O'~·o -5:¡-v=:æ c-o..2..r::.5 aõ <UJ.¡.¡ 15.. ~ ~ ~ Sf; "2 § ~.:: .§:= u.:a U <U o...-Ol),iI"'<Uo....Soo o-s -a -g ~ .5 ~ =¡ä ~ ~!:!.~ -s ~ ::: ] 'õ "2 œ ::I .5 <IJ ~] i:! lJ ~ <IJ 15 æ ~ c ... .... 0" œ ..c: Ol)"" () ....._ ;:t" .... ::I ._ 0 co ¡j~~"'1:: 0 ;;><..,:= 0 0 ~_._ .Eaœ ~·aa8~~'=s:::::I¡;¡5 '" 0.. § ~ 0 .- .... <u _ = "'0 <U P. 0 c ]ê :i~c.:q~~ã~~e~ o œ.g II.) '" .... ~ B 1;1(1 '" f:: .~ c...., .....t::.;; -5 ~~ 0.. œ s:::"@ ::I:;! ?; <U õ.. G)~ol) 0 -.,2 b',::'c ~ ~ ~£ e g d) 15.. s:: <;:; §' u ;g § B .!:! v ëã "- ._ vOO vv ;>-_0:1 "O....Od) -a.8....,.¡:: ~::::o.ea!=,!=~'5 ~~ ?> 8.: .£ ~ ~ E ~.~ Ë.g.s ",,",J:¡ a r:: 0 II) - ~ .... ~ t:: d) ¡:: Q.'_ Œ :E ~ ~ .z -5 ~ \0 .5 Õ. ';;;"0 B'c 3: d) ::J d) 1:: oo"-·ë"O..J:: ",..c;::::.:;: u '" ~ ~ g~],,6~ §'~:£§'~ ~ 15~ ~ 2 ~ g ~ c: -= .9 ~ '" õ: ~.g .~ c: ;>'~ëaZ~¥II)U6 t" á:í~~ e g.·~12 ~ ~ ð ~~ '§ g'; ~ ~ ~<l.>]~u~~~g d).J:: ....] § 0'1::1 g, g ~~~~8.~[§."8 5: ~ 5 .~ .5.9 e ~ ~ e .i!i u ~ '" c..: ... ]~2~:;š-Ë°~ ~ ~ ~ ~ -;::: ít'õ .~ 0 o c.:ö '¡J 'þJ ~ != ~ ;;; ]2Ô~-5"8·2;;:2 ~ ~;g.~ ~ ~ ~.¡;; '.; .,:::;s ~:t §"8 0 8:; ~ 0 <l.> .... '" '" Sell) g;-5~§E'Ë.õ§ 'ë'E:§'õ~ Ë,§z.g Cl..= ~ ¡;; E! g- 0 ~.- .s~g.gg]~ ~ "- ,;j"õ' ¡g r~ d).,::: ¡;; o 1:: .... 00",","0 ~ II) '" t 8. ~.~] Õ"O -5 c:: ~ -æ -5 "C f-o .q~.s ë .~;'õ]~g~]~ ¡;: ¡;; >.0-. ~ 0"' e '¡:; 0 8.~ 2!""§ ~ E 8 ~ 0 ~ .:; * ~ &:: * ~ ~ ~ .... e'¡¡:; v 11)'- II) '" 0 9 c. g 0 ¡:;: ê.c '" '" .... ¡;; u d) =' 0"C ¿ ¡;; u~d)=:t~"'3.!'!.2 8,¡::L. -5 00"0 C 0 c..~ ë (ü '" .E g'æ ~ à ð ..c:::tê]If")~"fiB5....: ;; i3::g-g~'a:E 6] ~ ~Oo:l._....E~u_d) ... I o u o ... '" '" z ã: ~ ;:¡ ~ ~~~]õ~S -~f-t=,.¡::::~ ~..:..:¿~g~ :s "'~.M I)~ "'~ ~ '<J ~ o.c E <I.> ~t;~§~.s "'... <l.>;:: 0"..... ~ VJ.þ o.g 0 :.::: (Ij o..s ~ "; ;g g -= 8·;;; ~ ¿; ",.s -6 a 5 o :s"c 0"0 . E 'H ~ ~ ~.s d :g ~ ~~ t;; 8 ~ ~ t~ ¡;. ::¡ ~.s.~ ;'5.c'-'0 ;::I VJ ~ ~51!~~§~e ]S.c=E~.g ~ .£ -g.~ § ~ Kì Î:'"4) ¡,; O'';:¡ 01).- 0:9 ~ g- gb.E W ª § ¡¡: <;;;:€ "2 g. ¡::¡;r.¡~vS~~ ·s '" ..s 01),J:¡ 01) ;>, s::.t: <1.>;'5 .~ .c 0 0 f-o ;'5.... æ ~ g. ðj d gf ~ µ"¡~--;;;~~§·3 § - d) "'"0..:1 ~ ",,,c ~ '" _.E If") ;::I ..... o:E '" E \0 0 s:: t ..... ;>0._ S; .~ ~ § E ~ õ ~ ì:1..¡;j ;::.g ~ 1i .2 '" 01) """ '" 8 c tî c '" 0 0 ¡:: o .- ¡::: s:: '0 § ~ ¡;r.¡"O ;3 0 <l.>._ d) -<';¡ ~.~ ~tî Cl. ß' 't; 8,.s ~ .Ë § U :;: "0 .§ ] i::J Ë .8 §õ.....~8.Q 'E.-o ~"2 ~ 1:10"; '" <l.> ~ '" s::.!:1..;:¡ ;;: U ¡..; 0.... "B ¡:: ~.g·g.8ª·~~ p., e '" Q. d) ..:I Q. ~<èÆOC ,s--"¡O;15 VJ õ'§ (J ~ ;, ~ ~ Ë 1:0; G:) d) 0 '" ...... œ !;¡ Iii § .·S"O p.~ I,)o¡::o"; (;j E ~ E,.¡:::: g..ê ã·-:::.Q ~~t3§~ <'II,.¡::::._........ . .5 '" ~ ~ "2 § ." § "'·2 S p jL~ <Ii E·5] .B ~ .,3 E.8 8 .@ 8'~ 8]·::2 <'II '" tî N.,s ~~ "':Ë'§ ~ .~ ::: § .....,s ~ E'ã ''5 gf ª ~ <2.... 2'C"O 0 ~~'t;.gã.; u:r; § ¡..; :ß ~ 0·_ U B S .... oS ,'t ~ g.-::: é ;'8"6:g ~ ~ Õ 1.> ~ ';;I <¡¡;; ~.,s 0 8 ~ ;;: E 'õ ~ ""i{i E ~ .§ ~ 'H § ~ ~.~8~~~ «Iou"O-s .8':;: ~ ~ ê '" .~ d) 0 ~ § ~ :~.~ gf §'1ã g¡ t.> P:: .a'<J.~ Ë'5'E 5'-g'ã c : 5.~ g 0 .E.§ § -5 g ~ gb g e.8 gf <Ii '':= ..- ",·c.~ 'š 11 ¡:; õ B - o 0 w ~'a:E ~ ~ .; .5 e g ~~;;.~ 11.] .§.;; §..s ~ .... -cI:'::::';¡ 'õ ~ ~ .¡: ~ ~.£'g ~ -ß'5- §.5 'õ';:' '1'.; S. 0 t;"4):a "0,-,......;>00 § ~~ ~ ~~.g :5 ~~~.g "0 C ..... s:: ....~~ vi If=' oCt::: 0 u :::::: ;;¡ ~ .~ § g .~ ~ "O.';;:¡"c §.::2 S C '="O..c vi ~~b]§f-oo "O.!!:~"'" <I.> . E s:: _.... ¡¡: - '" 0 <'II,.9~.Q~§-: § ã ã 2 Š :~ 'S .;:r/J 1I >,...11..s uo>-;::Eo"O .z -5'f; ~ § u § ·.5 ~;.a =' E ê ~~S::~"2;¡~~ ~~~:g~~& o~~gfe-g~ ~ ~.§'¡;~':.,s E ~.~ ~.~ § 'õ ~S'§~~ŠE .c·':·ii -g g ª ~ o~~e~'¡¡;~ ¡;;.= 0"",:\.;;; ;>"2' ..c"O C d) 0"0 d) '" d).... '"¡j :: ø ~ ¡:: -5 g, ¡;;.~ . c o ~ 0 ....c c;¡ Cd :§ %--;;;;, õ.~ II ~0.ß.:a':::-æ~ ì:1..§B:.â~-5~~ ~ü=:«I~§§ g Ë 8 'õ 'õ.'5.s ..c"'",oo__ ~ s]'ÆÆ],] g::ê§~õ'dg¡~ ~~~g:ë~~~~ «I ~ § I,) ã c'_'~] ~ (/j ~;-' ¡;r.¡.B § :_ u..... ..:' Þ] "- <) o-¡:¡ :E ..... .~~ ~ ..... 0 t.:< c <l.> ~ ~ 11 <'<I C ··s . e ø d) ~VJ ¡::;.2 I:IO~ 0 .£ ¡¡¡~ ~ ~«I £ 8 .¡;; ·ê Æ (;j.~:~ 0 '" «I d) Q.. 50 ~ ::: ë ~].::2 <¡¡ ~ - "; 11 o.~ ~ E 8 ..:I ¡;; u'-::: ;> d);: ¡¡¡ Cd _~ ;.a Ü ~r- ~..... .... 0 [t"O "'.... '''::; .Q ~ -= ... ~ 0..::- ;;, § 8 ..... C ~'·-.5 Q:í.c - "0 ",.-., ~ '" VJ C. C ~"2.9E.g8.~"-'" p."'c;.~ 'ê' ø 2 g¡ ~ g, .5 t;.-: c.!¡Q 0. :;; Q..è 'E .< r= II) :::::: ~o .c .è ] ~ -: ~.~ g t) ;>,;; ~.g¡;~~r~§~ 51) '¿¡ ~ .... .3 "- 0 <I.> <.J .<;1 .~ g 5' ~ 0 ..s ~ ~" ;>,.- Cd - 0 Eo'" ~ E-ã ~ g¡~o 6..~ '';:¡ 8 <õ.>'';:¡'¡:: - ~ ~ 5c"'25~.ßtîÕoo õ 0" ¡;; 0 0 ..... ¡,t s:: .5 Q.Z·:;:-=.... s:: E ~.5 <I.> _ 01) ..:I 0._ 0 «I ¡;; "2 ø;::..J:: QO(;j~ 'E ..<::: œ w-J"* g.S ffi c <I.>'¿ :::::!.~:a...... V, -g.:;:..:::! -5 ~ ='.'::: ~ <l.> .0", 0.""" ¡;; ~ ~ .;; ~ ~ & ~ &~ ~ ....d)eO\~""'''''''.. i;S.;i Cl._.....,.::.:: ~t) o~ 'õ' s:: '5 :g g "':-::::"0"0"0 5.;;:Eï~~-3 ~Æz.:s ~ <l.> ~ 0 s:: u"O .;; ~ ~ ¿ ~..a .~ ~ e. E 2 0-6 =' :::I <l.> Q..____ u 0 0. ê'"O e'õ -5 ....~ 13 § 5 ¡j ì:1.~.~~.'õ.~~ u.š~ ~ 8 § ~ ê' 8' ~~ & ~ ".c '" ""..... o."'".."c ~lhS :;.; .~ .~.~ t' ¡::11§ .~ ~.~ §"E8 u ãi . · '" c ·~:-E·ß o~..::! 'õ'1,) :::I ~ ~.~ · U -=~] ] c:: ~ ] ë.~ ~ ~Ë~~ ~ 08.. 0 bo¡g~ g ~ E! ~ «lor- <I.> -2 ¡g B ~ 15·2 íä ~ .º E ¡:¡:; æ !E '" _ 0 ¡;;~t~ B ~ ;3 :::I E «10 E <l.>..s:: 0 ~ ~ þ-=;£ õ·8.~ c;¡ ~ "¡¡ 3 t · ~ 0 .g 0 g c3 0<) E <I.> Z -g.~..s "0 ~ C 4-. o Þ 80 ä~""" É ._ :::I 0 01.\ ~~.¡¡¡ 5 "'" (';1;>'_ o ¡¡¡ c;¡ d) ~.;; ¡;j=@ · · ·G " vo ~ :9 ~ ~ o " . -¿; ~ -" ¡;¡ :g '" c o o ." OJ § § '" c o . u ~ OJ u " . > " -< Æ ~ ~ " vo ¡¡ ·2 " ê o u c o " . ~ o c .9 -¿; " -0 · 0: s s ~ ,§ " ¡¡ ;> N o o N ~" J ,.::.~ " . ~o. > ~ > ~ .... z ~ o u o .... '" '" z it '" :;¡ N o o N ~.A ~g. ~æ '" ~. ~ Õ .0"'0= ] <IÔ ~ <t ....§~8 :~U= E"3 ~ü"'O·~ -0 c~ EÈ::~ .~ 0."3 $: ~ ~ ~.~ ~ 7-0 <'<I :1§8~ ~"'O :3:~ 0.15....<'<1 .§.8.~.5 .q-€ ~:3 ë;o '" g.~.5~ 'æ5?~"3 ~$'~ ~ g ~ 0.0 "5Vj§B §:J: :;;.5$ u....¡:;::..&::r<1 0" e." u ....~.:::..I::'" U OJ.) <'CI ¡:; § ¡g".cU«Io. e~.fJ~~ :@_5]."[ ~ :::c...o,-" . :2.i:: 5.~ ;; ~ ê'1!.2 OJ.) Q.... ~ ~ B"E·5 ï~ 8.::!",C'1.I "'~ &.g~ ~ § ~~Ë ~<'<Io!)¡::= oo"Q,'58 8. ~ c 8. J! . . ~ i 0 ~ ~ I 1\ ~ ~"'Ë § ~ u L"d ._ ~~Š~ ~.¡;¡ ~:-= 'õ ~ ,ñ S C](I ] 11.I....!J II) ~ B';; 'g ~t:.a<= ª ¡g ¡-. ._~ i¡Jüuõ'E .o~ ~ g 8- ~a~e o.;::'¡;¡ Q. E OJ.) '1.1 = .~ ~ ~.g .~ 0 'fj ~ o "'..<:: .- c.~ ~'ê § 0 «=< OJ.) u ¡:: OJ.) 'õ:! S-Ë~g. Sho¡)'" II) ,ñ g.5 -g 13 o ï¡;......s ';j ~ ;;:.~.~.;:!' .0 1â '" t::t:...~ =Æ-¡;_8 .~ u ~ ~ 2 11.1 od OJ.) <t õ j¡ :a."." s '; "'O O"'d a .... ¡¡¡ c ~ u .ßtb.š~~ 10.'" .-0;:;; ß.€'€~·~ '" u 0 II.>.B o 01.1 C,Q 0 -..c: OJ.) t; Q. u....c;j..c ~'E';;eg § ~;:§{/j ~ II) '1.1..&:: <Û <I) >.~ 3':õ :g+=;.a.....,ii :I 5 OJ.) ¡;j ~ .;:2 t: ê ~ 0. ... ::s ¡;;¡ ¡:: In _ U .... .... .... x ~ .... '1.1 e .5 ';;; U 0 "'0 .a.~~ ~ It) JnrË"E õ >.~-5 .:: ~ 8. ¡g ... ~ §:g.5 0.E:< g-0"3 ¡:;:: 00'= "1' Ur./') ¡;:;:3 .- OJ.) ;:I -'E~ ~'§ ~3 gs ~ !'.,.o.~."~.5~ <'<I tz.... 0..'2 t::-o 0 c.Ql) <1)""t::õc;;:¡;;; ¡:: s::ë; g,z OJ.) s:: 0;9 ~';.g';;;-o 0.::925 ,~¡:::~1! E ~ 6" ~ ~ <1.1"" ¡::::..c:t æ Z3 ~:~.~ ~.s,,~ flv'ê .... E~]'õ~.E.B Ii e&c....<1.Ioe~V ~E :.g]g~õ:C ~ š ~ :!:!'~ E .¿.~.;5 ~ lJ..c ~ ::;I OJ) v c e.E: ~ cu....~vE~P.~v ~ë~"c:::J:~QJ:!.g ~ :::u~1;J";g.z,::o& v ¡j·c 0 ~~::E 0.... <1.1 ~~·<1.I~~V~Z3§~ Egãg~£.~ìiE8 e..... J:: c¡;:: <1.1'- E f::: '" ~uð8 ¡ã'3]~'S~ f::: :::.5 ~-5 ~'c ¡;: [t.\.J 'SJ2-5~:;J ~~ <L> <L> æ e='~::;I~~~ê~!-' v"OlJ·... <1.1 e e ¡;a f! E v ¡." f;! ~.... 0 p. 'a ~ <I ~:s!:lt) ~o.¡;. ~ t::._&~:::IO<L><L>~o.. lig,e~ ~ E=-ë']~B '0 ~ P. ~ ~ e 0...... ¡....... II.)II.)<IIC~""vc c:: ......c.- ° ~..c._~.. ~ ........:·60 ..,.... u E .9-..~u~>~¡:¡ e .~§~o::o.e§f:J 'S c oJ:!S§:..cuvsr -< c::....._œu.5.s~ 0; ~ ~ ¿:;~!5p. '?2 ~~ § C 0'''= c .S 6. 5 0 - <L> - <II ~.o 8.. ã ê t] u Jj 0:::1-5-; uE..cU .5 ~'~.,s æ ~ ...r£ ..c'" 4.>.... .... e ~ ~ .... II U '" ~'5:g ~ ~ ~ ~.§ ~ š ~ ~ E c -5.- .- ;¿ B]! s::~.... =' 5 B ~ § 7n't'~ ~ §.'ffi --g.~ -'O'¡¡j"" OJ)IJJ ...."0 c:: e u ~ ;.a e 5 u ::;I .- bJ):g <:>~]~ .5 ~ - 8 .g~ 0) ;>-.._ "" .0 ~ ~ ~ ~ =,,,,,,,,--; 0"'-5.3 ~ ';.9: õ ê 'I> o.¡;; 'B *~.!!2 .!!J'E.g~ ~.-::: E ~ ~ ] ~ ~ §.~ œ ci< P.. e "0 0 .... P.. ~'B ¡:¡.§ ~ T~ 8 p.¡.:!·a .g~~õ.g -< 8.5 :;.~ o ... ~ "~ .5~.81J "O"O~ c= ~ t:a.9·~ êOõ<1.l ë~ È 6 8 g IQ'~ .8~hB1 :E e¿oõ f:J 6·~~æ ~--;aoQ _o"O~ ~ - ·.,..,....55 e~<-5 Q.,~u·- '0.... .:t :,!--; 0 8 ° c:Z C Q.O.... .., e·"'g'" ~Ø:! u e- -5.~;;; 8 s E OJ ~ o.EQ :::I <t::=p..g¡ OJ)~:Z; e,¡ ·B~"':B . "309 ?->6 VI"'_ ;¡.... eC8<1.1õ .....9N:c ;:s .... <1.1 u.:= ~ l~ ~ § 'OuìJ8bJ) ~..c'O·P c:: ~....... u·c "'¡j..c°e:::l ...-=: 'Q.'O ~~§....'O .9 fù'5't¡= B ~~~ l~ ~::;~~-! o ~.- ~ e U œO E._ CI ~ ·~I~ .5 o <L> U . '0 ..c bJ).<;;: <L> -;:: 1;J § ~ .s-5u~ o::.!!2~:g _ 0 c: œ ¡.¡.¡ c u 0) ".d ~ < - U <II " . " 'ci~gE .~p.. ~ ~ g --; ¡.¡.¡ fù ~.ê 6 IS ~ -æ'~ .,; ....:z;t:.<;;: o u 0 § ~.£ ~ u ".. Ii 0. ~.~ ~ ~ .., e. "- u -0 6 o.s ~ P...... <1) ..... .... = '0 :::I <L> ILl :::I ß".s E ü .... 0 ¡ = It :,! e-'~ :;:.,so~ ~.... 0;1 u '" 0 '§-6 :0;:: ~ 0-0 Ii 0 ~ . œ:.=: ;;.-. 0.0- 0.. E U ~ t·- fù 0;1 -B.,s-55- O<1)-o~ -æ -0 ã œ -B.2:o;:: Õ i1.š ê :;; !§ t; ~ 8 fJJ:le'P 1ê~*1ê "E.~~--g ~õ.ãi· ._ "0'.::;1.- P:; .<;;: u œ:~ ¡¡j ~ ~.5 ~ <L> go S ILl ã ~ s.ffi~.= - x , ... -B 0_ t ........ œ..... ~~=~ ~.::2 Ë.~ ã~ §-B .c:::l¡;;,¡:: C c·-- 01:'>"0 'E 0 ~ ~ o~--;·~ ~.~'g '" ·...~B <L> '0 g g,¡¡: ~.c .~ c.U c u ~3 ~~ ¡;-¡¡.fiŠ, II.) e- <1.1 ~ c';j <L> ü8:c£ .9f:;; :;J'õ G.i 8~-å= ¡; Q.<L>'O<~ "EF"''dO 8. .~.~~ e ~.~ ~~ Q.:= C"I;) 5 <u.g~4.>l: ~·s ~ &.~ .ED ~e~ ~< ° o.:c OU<L><1.I ~ >-.-5 c: U"O..c &. "I;) u ~:::: '" ã!3"a~~ €'2:;:].5 a-B·E.~-g ~-g.s~~ :~~ g:~ '-0"0 <L> ¡¡¡ v~ ¡::::::I ¡;u8~~ '" ~ § c.¡¡ 8 ,E ... <L> .='g ;;.-. -š >-.£_ gz~~'g v.o e:;:'O ~:::I ~.... .c"l;) 0 t; c::.... tL9 '" ~ãj]~8°--;õ] ~:; :::I c: §:E~'2 .- :::t"E! ElJ -.::;I ~ '" ,- ·å.~ 8 >-.;:::.3'';:; ~ ~ t::>~g 'E-5~~ Bl!J! ä~·~ bJ)~ E <U..... 0 '" '" '0 = 0.... "'; t~¡¡¡'g~'t s.~ ~~v~~;;.g:Ë-5 ri" §-B~-§ gp§¡... '¿;j = <.> C'" '" ð <.> ."0 .__._ 'u ç., C <II ~ ~<a-ge¡..c-5]~~ ._.;¡ ~ UJ ~.9 ~ Q.'¡¡; ::I;;.-.~ æ bJ)..... E c: o u Q. 1~-§]'- 0 <~~'õ~~.sg<'> go;l ~ § II.)-S.;;;'ê'~ U~'O'~'~ E § Q.u B~B 1;J ~e ~'õi3 b1l!~ ;r§'::;; 8 6- ILI....~~ s.~ 6-~ ã u :::ë ~£'3';'¡¡)~;S 0'" ~ "c." ~·2 § û~='2 ~~ <1.1'~';: ~1! ~'S e £'~ ~~ ~ ::; ';:; [.;; .~;s -5.~ -~:g e ¡ju"'S.sg-ci CU:lO....ILIQ.c:....~ .9:> Q."",~£.5·"';:¡ u ~~]~ ¡¡ >.~5 ê"~ ~.8': >.-g-g a ¡)·~·8 _.....OUILl~tI)'OÕOJ) i~ ~ ~.c;;-¡;j ~.og.,c ::I....2~ê:-s:E:a~:.g ~ge,o~.5..5.2"'~ æ~ š].g ~'õ.E:s ~ ·1- " " . " '" u ... fù <1.1 bJ)<2 ~ œ ]~~~ ~ ~ Ë ~ ;.a œ U 0 ~ -; ~ e ~ .- ~ :;;" ¡¡ :: <L> ~ -g ~ ~ ~ œ._ ~ .c <1.1 E g ~ ] ~.;~ ~"';~ ~ "';i'P .~ ~ ~ £ --;._ 0 > &~~'i ~ J5 ~ ~ «: - 0) '" ~ e$ e § ~ -¡;j ~.~ E. ~ 15 § g.=ä 15 -.5 ~~]. -g. U <L>....- E ~ g.5 B';;S e ~ ~:a..s.= ~ :::.~ 0)..... -"œ ~c ~ ~ ~ ~ .g ~~ S'.sLg ;::: 5 8 ~ &. œ:g 0 <.8 4.> 'õ)J;~~ Z3 t;.~.s t> C ê 8 -0.= ë;;C.§þ ~ -1\ .. ·S ~ 0 g ~ if U go <L>:E ...·3 S,JS :I ~ [.š ~ ~ o ... " x ê ~ . -'" ~ ~ u ~ o ¿.; ~ ~~ :§ .....~ :::I 0 0;1.= 13 E ~§ O )"O.<1.I e c: 0':::: ~~ ~5b.g ~ ~..c'~Û æ f;¡-<i fip..~uo.>....o.>O' 'Ø [5'"S!~;§.sô ~ ~ g ~~ ~gg U'S 'õ'<1.I ... c: ..... ~C'ls.go·€~§ : ~ <L>:;J e g,o.~ ri"õ-54:] go.ê ~ ~C::'¿;jO""<1.IlI.)o. ~::=-5]~B5~ :5! ~ >-.s:::: E ;>'C :::I Õ g :::I~"O-g Q. ouu~=·... e <'ë'~0;I co ¡; § J5: oo.u..cE--;uco ~ "'-5 ~--g·.::;IS.5 U'õe¿~§s.~ 4.> '" 0....!J. "'......c ~....'""'<Ot:I..c<1.l,o V5 g.ß ::I œ-a fù11v~.~~~~ ~ u¡:¡....cœ ,;:--; E <L>Æ ",..ces ~ 5:5! §I',d~ ¡;'t.\.J ~E¡;egëec Ç'C--;';;:N o.¿':: ;;; e·... c . u <L> ° \O';;š O)-~;¡¡ c ~ ~ ~l!~ :¡a.g'.g - u.g '; é:! E'S œ § £ <1.1 0 ~.~ VI ä. .::::.... 0 .....e:;..c œ ~ g~~JL~-;~o. rI'J 0._.... ........ <L> . .9 ~~ ~.= ~'õ'~ ë:~..š §i:å ~.s ªe:-=s....~£] ~ ¡:¡ ~ §.~ g (¡j e ~ 8¡¡P;jÆ 5.£< õ.9<L>:,!-ci = è:' ¡; U ~ .g e ~ ~ ~ Që"a-ci'O Z88~~ '0", >-.<L> ~.= g--;~ bJ)-'~ ã =s :~ 'd 5. í3 SR '::E.!;.<II]..c .š ~~ g ~ 'õ c.¡¡ ILl ~ i·~g].¿ 0.-0 0.c: ã <II....... U 01.Î 0;1 3: co:.E ~ ~ ~.5 ~. ~ .... ~ -.:I ¡:: = ;> ...... u t:: &. ~~:E<£ <II ..... > II.) u ë'gj g,.s ~ æ ¡.¡.¡ <1.1.5 ~ .... u.~ IQ ~ ~ -E g- 0 c. T1 ö .....f¡.E: U"']II.)-o ð.~"" g. æ~ "aþ.9~ ~ ¡: ~ ·~·û g ILl œ ~ u '0 § --; <; ft:,! e ~ ¡¡;,g'ë ] ~ ~.g ~ "O.g S ~.oR ã ~ .... ,Q ~ o u II.) '" :> z~£~~ '0 ~.,,: Po ° ~ g'.§.8~ .~'i B § ~ ._ u u.c "'<:'"0 < t.;:i ..,r ,G'> 0'- Q) ~ [ô .~.~ ¡:,: ... : '0 e ~,g ~ .2 § ~.9 ¡-;.a ;>-. æ § g ..2 œ..... u:E0 g ~.š'B oz·~ .., '0 <1.1] '0 = eãM;;:¥~ .5 ...r.~ 1:: .ß1 5 Ë j ~ š ~ .~ œ e'::E e fù C ~ <L> 8 -B ~ '2 e .... c.¡¡ C -E u:¡: ;J =.- C :g:; ë<ª i ~ ~ ¡:;j._ .... VI œ ;>-. .c: = u Q. ..c § g 8 -13 a Ë':::: <1.1 N~~·Q:; . e'~ §'8 ~ ~ e:: "..:S N 4.> 0 ¡.¡.¡ 4-< :;J <L> ~..c U c 0< g;::; .... <.> 0;1 § ] ] -5 g ~.5 ..... - 1;J <L> ¡z;"O ~ ~£::E ~ ï= ~ U·_ o;f _.c bJ) II.) c'O U·.... .-.... <L>.a 6b~ -5 ~::g ..5 g ... ~:.a -E œ ¡j'j~ ~:3: 'õ] C c::·õ :g A..~ ;>-. 0;1 u :> - - <II "2 on E «: "'.... þ 0 ¡::: c = ::I C œ .... 0'- 0 <L> C C :g.!= ~.S;: ] o;f ~ '::5]~;J..s~~ 0;1 ..... <1.1 ..... ".. U ¿:; J:! ~. 4: ~.o "->ê--S 3 ¡::'';: t;:: >-. ~ <L> ..... 0 0;1 <1.1 '0 ;> E ~ ü E:a 2 .!:! ~ _~ B _V1"¡).... g ~ --;.5 -¡;j..c"O "'0 - 6"g·.::;I § § C § -0 <1.I·a·.::;I ~ ::I u'-'-"'" 0;1_ .gtC:celUïj~ .- 0 ILl .c 0._ .~ & u ìJ.... ~ ¡:: ~.¡¡;g~g<~ 8 o N g¡0 ~~ ~~ ~ '" ~ o u o ... '" '" z !: '" ~ u . ~ ;.:"880 .g ¡:¡ ~ þ ~.ä]û ~~'ii.B °Õ~"" ~s::¡:;] ill ill ::I.... .c ~ 'tI I!) § ~ æ i; E-5-g~ È:.a~~ '"0 ::: f ::: ~ <,1)'"0 . .g-go <J) V,) C Z ~.~ ~ '"0 .;; ~~ ~ ~ ,5 g.1f ~.@¡ ~ :§ :g..!!:!]0I.1 ê >..,¡:: <5 8 ã.~ c .9~~:€ ]~..¿::: .....¡; 01.1-0 -;:¡ .....~ <I.> g- ~ ~.§ :;;¡¡-i:Ë .- - g; 0 . .f' g .~ ~ ~ U·_ 0 c J.I,.¡ ,.g ~ ö.. ~ ã ~~~~~ 0'6 ~:å e- Ô . ~ ::: S. :E~~~~ ~~E§~ ~ <'J ~ 5 cd ~ 5 0 ;:I.E Z a ~.~ > (,.> .... U '" g~ ~ :::] ..5.5:::> ~ U Ii · c o ¡¡- ~ · þ û u oS · " ~ :~ § " c · ~ · E ~ " oS " c .~ Õ " " " " o ~ " <£ o o ~ 1 · " ~ ~ ] . u " u; ! / ~ I : J..I.. ' ~ r\~ ~ .\> '" . 0. " c- . '" ~ -g " Vj'~ ~ 'g " . ';;< - " <I):';:: § § s s § § uU -= . .~ ]} ~ .~ ~ ]¡z¡g '" ~":; .S tè ~.~ ~ P.Oq i:j 'õ ~ .... CIJ '"0 ~ E.ê ~~ p., (,),CI:1" :; ~ ~;§ 0<1:'; UQ ru ~ w c ~ c , ~ ru . , . w o o , , , ~ , , · ~ ~ ru · · C N C · ru , ~ ... Z ~ ð u o ... '" '" z ä: '" ¡¡¡ ... ØIi ¡.;¡ ~ r,¡ ...¡ ci ~ · i ~ · · '" ~ 1J]..... <u 1-< &«:10 gf~ ..,.,o¡> 1-< ..ê~ ~N$& UQ:) c.:~}! ;>-. £ "C ~ "C B S ¡;-ä:i -a 0 4) æ E CI):g.~ M ~ 'ë':i";<::õ & <I) 0 Q. . e on J:: '" 'ë'~~< g;~ § ~ 0.. ~ <I) § « ILl u": Õ ~ 8.'~ >-,.9 <U 5 c~e:~~¡¡ ~¡; ~;~~e¿~& '" :'::: C 0.. s::: « r- ¡::.,g:=:.- e <I) .....- .S! "'" ~ .- 5 5 -g tí <II ~ '¡;:: 0 >..c « ~&>Q';e~~ !!::Ê~ߣê&~ .5 . e·~ ~.- . £ ~ ~ ";:; > "ë' tí ~ ~ <I) ¡:: .... 5 o...~Q..'- -5 « 1š "C.;!! 8 "C ~ <;j ::E ....:-0 ILl Q. ã IS.. . k!~ü"C . Q. ìj <I; "ë''S ¿ ~ ~ <':I ~ .':i 0.. ß ~ &< £ bb§·~U'Jtiec~ ~ e "':I: 0. Q.·ß 8 .- CIJ § ;.-,-5 ~ 0.. ¡:: 15'::: ii..!! ¡i e ~ 0. g µ.¡ oS . ~"ó 0.5 S~õ~.5; 'ii"O'E::;.b~VJ~ ~ ~.~ « § '=: 8:' ~ ";; 8. ~ ~ ~ 8. ~ "ë' £ 8-E ILl ~ ¡ß"O 0.. ~ Q.<;j 5 ~ ": §.:!: ~,.g~>~ë.8..2 ~5:2 ~~ ~€:Ë :( .~ ~ .ê,g & g ~ ...: ... oi ... "' ::¡ ~ ~ u <: '" <: :; ~ t:: ~ ~ ... N o o N '" N ~ -; ~ õ c u " .~ )-; ~:: ~ ~~ê "õ a.~ -8== ïñ g ~ '50¡¡'¡ o~~ ] 5 ~ 8 t~ ,ª -;;;~.g c ~ .~ c .g";;;] .9 u·-.... u ~ -5 ;;. ~ £.9"g£ .5 ZJ <;:;.5 e-fJŠ E e ~ g e -g ~~-g ~ e .... :I .8.- .9.8 -5....ClI-5 ::I U C :I o ,0 .- 0 ~ ê'~~ 00..(.) 0 <1-g.<'1 $ ~ . ~ ~ 0. 'ú-5 Vi §.'5>'ia :::t] :s..~ ~::~~ ",..s 8.~ . u ] 9J 8~ r--< æ Q. « u ... " .5 " '" " "' § " 0 c _ tI: 'Š ou ~ t;j ¡;g:::lO\ .- a: 5-< :>....;:.u . 0 <: ]i:..cß u E 5'!!! .... t 0 >- o i.o: µ. ~ >'C.IO"'5 :::: V r--.c Uo.NU ~ 'õ ¡;os \.I.1 ~ '1"0 -¡;i3:or:.V,I<f.I-5 -~..t: ;:."0('10·- ¡;: '" (,,) ~ ~ 13 \0 ~.s ~ 8...ë e~ø::.~~ëa·;¡¡'; ~ e ;J. Q.. dJ:J> ëa .., §.-.,V,I q,¡ Q...:.5 E ~ 'C ~e ",,"8. 0 ~ dJ dJ ~ ~ '" dJ ~... ~ .... ¡::; ~ ~ õ ;.; .'ê .§ '2 8 Õ ~ tI) 0 ....., ... § ("') I:: tI)'d:I:f~"5Ë;>."S.r:~ :I: .~ ~ ~ '=' Ó ·c·~ ~ B (I) e ~.... 100 4- ""' Q.'- <f.I 0 ¡{ Q........¿~ 0 0I.J..,'t'ð §~ ~"OoS:::5;>.æ(,J~·,O';3 ~ ~ _'" ."::: "7 dJ dJ:.a ° 0 5 == .~ u .~ -S ;a ¡;: ¥ '" g. E: ~ 'V dJ '" oû 0 0 ... dJ ¡:;, 6b¡:;j¡dJ£.., s= (,,) (,J &. EQ..~~:Eo"''''~i:!o .a OI.J .., -.8 = -.:;¡ dJ.9 ~ -5 ] .~ ~ § ~ ~ § 5 "0 (,J È e -5.... ::! tI).S'"r::I (,,).B ¡.¡:: '"r::I Q..'õ s::: ~ 0·"::: 9.! ~ (,J "caB e 0 ~æ...J:g ¡¡¡].~ t: rd·...·,;:.c 'æi'~.D:;¡ [ .s~.se~;:¡'~",ªfl'i'" 't'ð.8'õ·ÊS.B] 8.]·~·Ë .a:: ;>..., - g 0 e OI.J ... OI.J :; õ."::: ¡¡. ~ õ ;:. Q...c: ;>. e i3:s=g(,J;>.o~~E-<·EÞl) 0"0 c.. 6:'::::.....·....a:: ..., dJ ~g ~";' g~ ~~'8.g..~ € ;J. ~ ~ g.~ 13 ·E ... 'T-5 ::II dJ .... ::II (,,) œ dJ ... ~ S '" <;;"'9.!-OI.Jf-o.c~cs 'i:! (,J'C ¡¡¡ ~.c: ... .... -g. "Ë dJ I¡:Q ~ dJE-< 8.4;;~:I e: 1a .., u.a:: . '-' '-' q,¡ - Q) .... ... s=.... ~ U !; ;>..0 ~ ;:. ....:!!.- dJ 0 -a.., 0'-' p ~>:g e;:'·.:::;¡fi1ã"O-;>.6- -t:::! eO_Ioo"CClIE ..... dJ 0 c.. dJ.:J tI) 8.. OI.J 0,- 0::g ::t.ê 8'-- ~ '" 'æie õ" 'V ¡.:; u"O OI.J·13.£._"8 'It .£......dJ - ~.g i:d.~ ts -5 &. ~ "0 ë' 5 '1;; Co. g..a:: OI.J ~ 0 ¡...æQ.i3:h~U~.~e5. Si t " l õ ~ c ';;""2 o!i ~ .'¡" ~ .. ã.. áS].£ o.;;.g ~';~ ~ ::I '" ~~ ] ;2:0- -0 i:!.5 ~ ~ ~ CD 3'- .- (. > ''¡:i 0 ~ =" . ~~ 5 ..; c,,~= ~'~.8 i ~ ~ ~.g ë~~] o t1I CI':: ~ < ~ 0 ~,;,n .ã~ v·S: ::! u ~ 2:!. t::Eo.c 8..~ ori rf 0..... NO ~~~Õ -=rñ~..s ......... c "0 <2~~1ã g,~ Ji ~ ~>é] 5 (¡i r; Co 0 ~g~~ . ~ u .s. ò: .. ¡¡ § o .~ = "' í ~ ;; . 0- ~ >= z "' ~ ~.~ dJ.,g 5 r.n 5€:: .....ª3-o œ.aO¡j~S~ .'i2 ~:£ ê'1i e 8- >::s dJ o.'õ~e ~ ~ ~] ~ ~ ; "0 dJ;:: 8,dJ '¡<.... :f;s°e,;;gö ¡;;;'õ~ Q..-5"O t: 8 \0 ¡;;; I,) I,) c .9 ...: i3: dJ'a -5 ~ 6 1;; :I ~::ö c.."5 s.,.o E.g .o~~OE'E~:;:: t;::~:€:ög.!:.E .= .;;; "..¡ ~ '3 II"¡ Q.. 't'ð tI);J.N:>;'OOSC ::~-:;]~~~tn "''''"5''';:: OI.J....O P'!~o~:E-s::§-= ... _ Þ::......_ "C ::t: .., .8 B .B E!..s; . ~ "'''C~~-u-ð'ë Ë':i~=~·Ëa8. .a-::0'õ~c~o ~ ~.ê\OVi ~s:g (..) P '" dJ :I: .- œ 6 i:Sé~i....>t::i3: gC:~E-<~~~-= s::: 0"0.9 "C 0 Š ._"C dJ ==;.::; .... §§~.š~...~~ ".8jj"2E¡¡-~ ~ .::; Co 0 .E 01) "E ~ "l:)t::lUuo~8~ ~g=";:~~..;:"g 1š 1I"¡.9 . u::.... e u~.£~~ ~þj.~ dJ , .0 :;:1'= - tn.c .§''';; ~ '::ð-o tn 0::: Q,-5 ß ~ ~::t:...J ~ I,) "O'.5!E 'ª t; O'õ' Fã"S~ù1Ö:~ ~¡[~ .£ .......9;.t;õ OI.J..... '" s .;g ~ c< .c 0 1:1 "C.:!! :::~~:::§.:2~> ¡::: .... OI.J t: .- 0 Q.. = ~-g~~"ã~e~ CD '" .......!:? ~ "0 p..:2 ~... § S':::' §.5 ~ ;>, ~ .:::; 0 '" u . dJ ~ ï2':.a u dJ ::::: 5 ~ ..0 Q,"g;:g-5 "'..0.... i:d"Q ;:: .,C t::~tI) e OI.J..5 0 êf-"I:):t c< ~ . ~ 0 ~ œ ti '" C.!! U ¡;: 0 ¡:: c< t) e'ê 01):::: - UJ ~ ~:.:;:ï2:û.8 ci.j:! ~.s::: œ o.N '" e .... ~~~]~g~'õ ~'~"E &. 8.-; 5! e ] '8' e :s ~ ] '" ~;:. 0. 0.0:: ClI 6.2 e~~~~;§;g'id p.. E - ...!.;; t:: "- 00'- ¡:: ~ - e 0 8- ·2 ]:s ¡¡¡ ,~ Q.. ~ ~ o"O·~~P>'OI.: ''8'3 ",·~5.~~e o 0 c e 0.0<:: OI.J - ~ ~ .g c..·ê ~ -5 ~ Ji~:g£~.::'5~ è=8.sei!ee E- ~ _ £ 0..° ~ .- ~ E g .- E ,,~ :!2 .... 5b.... i3: ~ ~ <f.I :I û~æJ§"'e§'~ ~~'g't;~£~'" g-c ~~ u~§ ¿ ~~~§U:t!:Eg ~-OU"ßE!c< ~U f:!Uc.~s:::.:::§e~ dJ 0.0 01) æ ¡:: ..,.- Co dJ ~.2.g.êiB~.§.5 oj ... 00"1:1 u·~ ..c: 5 ~ Q,~ ~ u 'ä::." ð .... 1! .'::: 1! t::D ¡::::__,;:, s: c.....~.... g,g. i!~:i~ o.u ~'õ'" 'S G c.S, "0$"1:1 0 .~.Š. g'V .~.B E.... ~u~§~Ë:- ~.... ....~~~~~b ~~~2u~eÆ ~~ ti~~",OI.J ... ~:-..c:~~=@ .~ ....~~~.~~'" t::,sgt:=foI";Q, 18 ~.:Ol::~""o o ~g·-t~~ ....Q, ~~~-0;:: .~1; ." ¡¡. .."' .5 u _ _ ~ _ ~ _ ;~u~"I:Iue& r~ c3_>o' ~ ~..a~~c.ts.§ .; oooS-¡; ~ ~ _ "1:11,,; . 0 "!:I::o"'~':; dJcœ-dJ -dJ a~ § 'cl~~~ Qœ.5i.(. :;~ t1I~ ~~~'::IIo"Cu ~uœi.o: E_=æ '-~ œ§œJ:l....~. ·-~es~~~~ b.... !~.t-~ð~ i e- ~.:::1...... 'Q':;..c: ~ ~ 0 § &< e dJ e dJ='ê>o....Q~ c.t:: dJ",o~".,¡ª';~ :::: ~.~ §] ~... ~ G 3: E; c ~ ~.~ "0 ..... ... "''''Ou..c 0 ~:::I_§ 00 B -= a::a - - C if a '" ê'.8 ^ - ~ -="C .I~~:t~~§ ~~ ·~=~gu~¡ œ~~~s~~~ 1io ~~ee.~·OI.J'" ~ib-&~tJ ~; =~~ê~·~~ 1i]I~~!~ s.~ .i~>B!t= . Qb!"'~Oc.5 ~i e~!b~~3~ ~ ~ ... 2 of r;¡!! ¡¡¡ 0 . Q,-o ~ "0 dJ 0 o.,b IIJ æN~~~.-~c .... "'O~~~c~ uW .> g. ~ ~ tII) ~..!! ~ "0 ~ ~.;¡ : B .: Æ 1! gp'~ .. ~.5 5 "1:1 \:: § ~ 8.. '" ... 011 (. ~ iii ~ ~ ~"I:I·E·"'~~..~ j~2~~"'·~~~~..... l\ .= 1.:!'~ ~ 5 E 8 -= a :;; 1;; c 6 tï.. ~ .~ 011 ~ .ol~~o~~~ ~~._....dJ~dJ~U§~ ..oo~-~.....~:.§ oo_t::"C"'.cdJt:",'" ~ ... __ "',:::C~:"a>,""~<mj¡ ~"I:IUU~~cš ~~Ë~~~~o ~v Q~tæbtN·CD;~+Uucgo~]b~. 5._-.~__~·_''''>O" ,,--- dJ~U-C Nê....-oco"ovo~gCD5~ .8 ~ ¡: i ~ ë ~ * .,g d So ~ ~ ~ ~.§'.~ 6 ~ ~~ .~u==BE~¿.§~~_oo.~uœ ~]l~ Ñ ~ ~ .~ ~ E "'.0. < ... r@ u ... = ... o ~ . .g!,.!2 "f;i.! 1! 0 _ u .=;1 .s= 0 :i;. ~,i.!i · 0 _ 45 s.~ 'i.,g'<ß ~- , =<-.ì;; .a 0 ~ õ Be o . . · "-" dJ :::: 0 0':= . ~,gg .g:-: ::¡ <II t1 '" E·2,;' ¡j 8 g c "-" '" . ~ IL8 .~ o..c: · "-" rf 8'~ z "- C ]J!~ ~.:~ .$!.Q ~ 011 .'=.... !: " u . ~~¡... -6'1U-o E!]~ v:Jc;.= ] ~ ~ ]011 IIJ .~ OJ) " > C ~ . 0 ~"- ¡.;¡ ... " ~ w o o , ~ N ~ , m w o " [ · C " · [ · o ~ N ~ ~ o N o m N 2 '"' Z ~ o u o ... '" '" Z o .. '" :;j . . ~ ~~"2 o-5~_§C.Ev .~c""~_§o] o ~ c..c ('; .... c: ~ 0'::::.:::: '"0 "0 E ~ ..g~~~g.~1;>;] ....... .D E.!! ~ 6 ::3 f-< "ë' ß ~..= ~.~ ~ ~ . ~ ~Æ ~"i3 g~ ~]-5 f;; ,~ .~ .: þ'~ ii ~ -5 .- '"0 ~ '" ...... .ti:í ~ 0 ":; ~Q)~]§ &E;.> ....... .; .... .~ E ð <JJ Q) ] 0,1: Ü.J:: E v.o.... 2 ;;; ~ <U 0 ;j > ~ 'G !::1U--SUue::3o ~ 1 ~ .~ ~ "[ i ~ ~ ~ U:9 t: ~"E t;.s ~ ('; -c ;:I .!:ì E '" > '" Q) ~ § 0 Q) 'ß 8. ('; "ß !3 _ '" : ~ Q) e ë 8,.5 g"E~""£c.ê~~ tí 11. B"2 2 ~ G ~ 'õ '" '" 0::.'"0 "'.... 0<:1 ¡: ê"2 ~ ~ ~ -s"2 .:: C':I '" Q) E""'" '§: V ØJ tU "2 ë '" '': g ","8 ~'¡;j ~ u 8. 0 Q) ¡::E t;.5 ~ ": @...~ ~:~ . ~ ~ ~ .£ ~.;; ~ -g '§ ~ 0 ~"ßf-~E8@'§~ 0.... . 0<:1 0 u ....... .,¡;:: ~1~ ~~E"B.9 Ä1 õa -g -õj ~ .5 ,g "E ~ .9 ~ ~ ~ ê _~ a ~ @ '"0 ¡:..<:: - - >< ....... ;::"!ã :M -B.....,g]~;3<1)c.::3 ~ .~ .; f-< i::: µ.¡ 'Ëj E ~ .~~' æ ~~ 0 ~ 8 ~ g§IUEI::E:::,'.sJ§.¡g Q) <U š'"O ::I <U......"s ~ ~¡:;~ë~~~ï';~ '" " · " o " c o " · c o " ] '¡;j 0 ;:.,È ¡g ........9 ..<:: "'.... ~"'O 0:1 0 <II -"u't ~]v,,<:::FlI.1c~ .2 ] ~ ..c .~.§ o.E 9 £ ..§ ..æ 0.. c(J ë -SUE. ] E 5 ..2 ~ v "'! .E '111 2 :J ~ -g¡~.EfJ~ÕO.iD¡¡¡'Iií-¡¡¡ ¡: "'... 0 I!J "C C'" c: "=_ ~ B~'~ õ.;:-oj! ~ ~~ 8$5 u IIQ .... > 11.1 "C ~11.1 ... .- 11.1"':>- ",. 11.1 U U V <I . .,¡;:: 0 II! E~:Ü:'=~~ t3..:!b"'3:~ ue~~u",uE~u,;¡-u Iii 0 >.u·È'3:..c u~'!i.,g ð ~ ð 11 3:.§ .. ~ g "'8:2 0 ';;; ~ o.J:: >- -6' U ¡¡iJ o: E 0 ;:I ~ .- ~ ·-o.U::I"'''' UCUIJ;:I ]!E'Ot;...~~~~~t¡~,e B~š~ii;;"'ë~~~~; -¡¡¡o.c'õ§;:I¡::;<.Jot::>.~:.a u .~"E C' tî;9.5 I::..e 1!;"" C J:! ~.21 01):2 o: <II >..2 §; ..... :s! 10 -Ul'O;9g.B~-¡¡~ "1:!g;9 Ë~]:aJ~:s!~~-g~.Q3:l! ~šs.5~gäb:Euê]J:!~ "'~3:00-5.c:ug£u~~'" '~ U"O .,¡ Ü ~ ~ :!: oS '€ .~ .: r¡ -a~fàêi":;~-S"'c;:l~ëilE â ä ~ - -;; ;:1.8 "'ß ,9 ~ i3 §] ... '" ~.~.21 ~ ;I 8. tî ~":j -.;; 0 ~ttVJ8~~,:;Etilu:.a~ Q..;>ugtl p,,>-cu...~--g~ § '" -0 ._ t; '" ~ U "'1:1"0 _ "" . u = ; u U '" t·ü; c ~ u 0 ~ -= '<:' 'x ~..c "ö ::I..... ;:1.5 -5 Ü .- ..... :S u:.a -:. II U O]..c....."tI g] r¡ .ß u ~ ~~ c..c,~ 2 :ã ..ê ~ § ~ -= § :'n~'£ '§ u ~ ~ ~ .9: Õ .ê i ..c.5 ~ ;:I I:: .3 ¿ ~ I õ. >- ...... 0.0 tí I:: "C.,g..... . U ii E <.>'" .5::J:¡¡ ~ ..... <2 ;q U ,!!J ;:I!£ì.,g u.'t>i]"C..c 0 æ:-~ ZO~~'æitíxooE·~ëu¡:G.M ~ .... ... "0 1,/ <.> ;;> 0 C tJ'J .... · ~ · ~ -'" ¡¡ è '" ~ .~ " § ~ ·õ o ,!J ~ .II § "' " .,; 0 ~ .S;¡ 8 ë. .", § " . æ ~ ¡,. .,. 'æi :t:.. c ....... oS ..... 0 o: 0 ~""I: C II,) '5 § <II ¡.¡J ~ 'Ii:.g ê" þ'~ ð ~.".g:o ii <£ U z.......... g,;.¡:I u ¡:; 'i3 ¡< 'õ.~ '" ~-5 u'= t: I:>Ij Ü a u .g -5 0 ~ ,= E E ð; .;¡; cCuE;:I;; .....u o g--5''= :u:t: g.~ U'- o.,g:g -5 ~ e 2 <2 :!: .... ¡:... >-.- ,,' '" p" .......ß~ e~-....."O u:..= ¡: ...¡ Pod),.g ;:I ~ §-d';;;fiBg::;~&. ~ § .ëj E ] -E ~ ~ e '" u .... e ,_ 0 u g c. ..c >- '" o~ u;:I u ;g'¡:.g ~ -g ~ ~ ~-5 gO &:..2 E c = .... >. 3: ~.= ';;; u'-"g 5~ .....- ·-.D>'cEu 1d>~--g;g~8S5 'ë'ce:g5-g~8~ o.:g ~ ~ 3: e ~ .~ ~ 13:c ~ 5,«1 --g b;S] ~ ~ c .~ §-, 5 æ: .5 ..... e~:=~'~:g~13g ~~£.8E~G5:9 ..c V] e ._ i!;s u æ: 5 :::t::2¡;~",~~3: .s ~ 6 -5 ,¡: 12 .,;';;;;-g c¡.¡J~~QU"1j.e¡d .g ~ tí 0 f3 Z>~ 'g 'g «J._,~ C '" ~ ¡::: "'.'='"> .;: ;:¡ e ;-:;>' ¡:;.5 ¡¡ 2 ]§~~úB~,"§~ o",u~"O",C'1Ju c § 8. '" ~ §@ .~ ~ '" E 0 .5 S '5 .~ 0 2' ~i11S.§:oi1-¡:;<I:Ic. ~ ~ u..ê ~ ~ @,.~ u t- c.oS ",V] c.';;; >-5 " " "" """ ,0.. ~ c ¡¡ ~ 5"t1;:1 t: Jl ° ;9¡dš,</ gg~ 0] ~ E! ~ '(I ~ "f 0 (I "0 ....... 8. ~ ~ ~ 13.ß·5 ~-8 õ E Q § 3: 8 i:1 ¡:; ~ Q. U "0 2 u -5 .... '" 'p" ... .S!!._ ~.~ 0:1 v; g ... ._ "" ,0.. u ... U v t:: "C 0:1 <' U eo~'t;c>-'(ilæ:c...~;9 ~.;¡ ~ ~ -š Ë >. '" c:: fi ~ 1! E U"101)¡!t u~,~ou""o:IU @~;9"l2~~;'9=~"l~ ug~g~<'>......ËI",ü~u e.c <'I!"tI'- ¡d'- u.8.:..:;.,,~ 0 oo~~':::Ø5.c:1;;gtJ"O"O ():ê~¡;j<'l!>..c]<'OI:a~~l! ~ .r:¡¡;; ..c,§ 5 ~" ° ~ u - l! .....s ~ ... '<:' >'''''"0 u ..... "'!£ì..c!-<. .c c ~ "g ~"tI § all;! e ~ ~ ......8 01) dJ t¡ X·-.5 Co... ° '" ~ ~,;j~ e ao5~ Efo.s.2"E - ",c",Sr.¡U;:I:;:I "'- VJ ~~ d o~ 1;¡¡~;]"2'ê ~ : ~ ° Š ,5" u 1! g,.g ... g u ~ ~ ~ ã't;j §:!Ë';; g.] ~.g t 14 ~ 5 OIl 5,g <lieu..... 0:I.~ ;;:¡ ... ¡a ·oS;.§ '~ :: ~ ~ '5 § ~ <.> ~~ "r '" "0 dJ ° .!:: [;¡ ¡:: a:¡ I:§ ao U ~ ~ -( ~ ~ Q. b4~ B '¿':.5 ~ >. ~"O l! 1::..8 ... 0 g.; ao"iâ.t; 1! ,¡;" ~ 1: ~ ~ ~ ~ u >'ê ~ ~ :e'¡:..a"C~.,:::uefi:::l":õ 01) .... 1;; "Õ u ('; .~ ~ ~ - .= p >-"'ueut~f:Eu"tI¢:<d O]:~~Š01)~:::I¡::tÆ¡f~ '" tOc'¡a'!:! É.5 ."0 ii g ~ ;;¡~ E!! e""S!ïs"tl ~ §~'';: ~ «:I¡:uuu; C:gooUo ;:I 10 E.c 5 v 0 <'01 '", ~ 0. ~ 'r¡¡ ... æ 8 ~ :c !ê ~ B .'" '€ F: t .'" ~1-=]'3 æ 3.9-5i 5 8';!.š 5 N " .,. :Ii " c · · · :& · u c ~.Ë ;.a .5 OJ).~ c > ;;¡ . -¡;¡¡-5 · 5 ]'Ë ~ Ë ~o. ~..9 Õ ~ -" ,,- '3 .~ ~ G -" ¡: .¡;:; "õ'~ "" o.c " . · " &Ë e t: 0.", · C ~ "is. §' O~ " . · > · 0 SZ 0.. · t: ~~ ~~ ~ æ =& æ ß .g'¡:: ..!!!.,:::t; 0" . . ." .- .. U ,,-0. . _ . 01)1!~ ."'9 u ° .~ ~ 5, '" ~.c 0 13 dJ -"" ã ]..c..s-ä t; 0·- ~ bL)"'I:I = () <I) 01) ·'·E ·~.S u~Õ~ 'Õ'"2 ~ ~ ~.8 ~ ~ "0 .......- ~:h~ 8..~= ~ e ~ g't ~ E ~ ~ .c o'-..c ~~:ä:t:: ë 1: ~ ~ ..§.e \i '8 ,;]P-] ~"ffi. ~ ... "tI.- ~ i g~g]¡ :B1]!i ~ ...;2':- -~"'"O '- 0:1 ~ 5 Zu t; U·- . 0.'" ..; :;; "O~ :9 § U '" ~ i5 '" ~ ~ as ~ v 5u¡j~~.s E~]:îæE 2]; gf],g ~ ~ u 'ß ';;; ~ c )3 ._._ ;:I g-gr~~ § é C O; "" U .= "0 ~t;-c::i;s~'3 .J:: U u.J:: 0.0 0 :: :!: ~ B 0 3: o..c !::! '" >- u c6"t1E~~ ·ßc"'æ~·ß~ u U ~ 0 .- C 2;S a 3: :j 8- ,ª§.~~~o 8~ü~~] ~B~~;S~ ..ê "0 u c."O C ~!.~]~¡ ~-oð;;3:Q. ]~s~æ:§ .... '" '" c U 0 'õ2>˧Z r;;~fiê§~ È3 ",::g °E E:S I:>Ij u;.¡:¡ I:>Ij '" Li: ,gS1j·§] c...... u Ü '" 4> .g~~g~1u c c U') '" u 3: <¡) o; Ë:c § -E ë' M dJ .... u.......13 c. -g~~oOlJ"tI äõ.~u~~~ ~~l:!~E~& ð£~.s~.B ~ '" QfJ'g <I)] -5.: 1:!,g,¡:: <.> dJ '" '" ~o'':::'':;: -51i!~ .......c~l! ~"'C 11 u'€j¡c.... o fã?:: <.> ,_ U :¡ ¡j - j l! .~ g ~ '" ~ ~ 8 ~ ';:.5 ::: æ ~"'s~~]~go·.· ~ 0.... V! U . ]§.f~8:~¡: <.>c.B~ê~:;;~ Æ ,g ~ ~ ::I .5 .~ E ~!j'u ~ -0 go::t u >. u ¡: ;.,,3 <.>.-::: U o 0.0 <.>.D 0 "l U 5 .~ ~ ~ '3 ; § j ~ ... <'01 ","tI <.> - c.. ° 8 ;; ~.å.!l, e e;;; e'æi OIl e::l "'1:1 .... lL~ ~ .;; :- ~ ã .M ':::·Ö:;;·3~uë8 . o;:¡B'2o=~<r,-o u '" Q.. 1!! c.. >. § .... U E~Eæeo¡;:gÉ JS[dJ§01)~~~ig '" "'..c u 0 ··1 c v ~"O è'" .~ g, ~.:¡ =- _ .e ~ uloE'õ'E~ß~a ~.~£~~'ë'1!~~ U aJ C c'¡¡; c.- <;~~e,g~~1:I -0 -:I ::I B-c -:::: :.> :a ° ::> C" 5 0 ... ... ---q ,.g.8·2 'a ..ê <2 :!: Er '" 0'" ::I ¿ ... 'ö ",.0. ('; ~'.8 dJ .B u 10 ('; ... 1.c£~..c~~~t; 13 '!P"g:'S!'~ Õ ~ "@ Ði zgoj~g¡:~Æ~ .. ~ .,. · ~ · o o , " · , " " o u , · , " · , · o ~ N ~ · o N o m N o - ~ o u o ... '" ~ '" :¡¡ " B ";:; u ~ 8. . !:! á'ju.¡ u ".., .S :; "0 ¡:: ..... C <'3~~ =¿.,¡- - 0 . ~"g ~ ~ B ã ~§~ " u " ~.~ ~ <II -5 <1..1 ct::~ Ë 8."2 ~ g-.§' 8 . " c..B-o e <1..1 ~ :;gg, ~ ~ 8 0';; 0. ".. ~g£ o ",;S -S ~"i ..a 'õ ê £....0 ~ ß "'@ S~& " 0 0 0'':: (,) ~~E ¡:: .- <'3 . > " e :t'; E . . 0-> U U 0 :2~ ~ ¡- .... ... -< .., lJ á3 - . . õ... c " 0 8. ·:1·c ~ ':: ~ ~ I¡!~;; 5ã.Ë ~ " . . o:ß,þ¡ ~~] " " <;¡; ~ ~ -æ...... '':: ~ .B :Š ~.!! . . . ~.9~ 0«.5 ~g"B :I u.ã 2"i)... -g -g ~ lJ ::I ~ .... ;!; .~ . . U "'":;: <.::: .ä EG æ] ~ õ ¡:: <1..1 ;ë~ 8 ê -' "0._ ~ '5 5"§' . E'" 0..... E°-o'OT o~~-§, u 2 8. ~ .~ ~ 8 8 t: s..c.£ ;¡ ,¿ .., . c u.~ ~ <1..1 ~ 0 <1..1 .s u t ~.! .š ;So cao~~~'==~gE "0 '"' tIOlf3 «I Q)... "CI.=........ = c!oo!otS~.5ca..c:~(¡í<u01;i.... ~::Ië.~¡:;~::~~", .="¡jõ~ 000"'0 "011..1 "CEe~._>" " = '';:: c,.c: ... U.&I J!, 0 ~;S:'i.2.!!!C::l¡'-'-o8-S_=~!If ~~~~~'~!J~~~ceuo~~ :au II U"'~~o""....Q ':101;.. ->~.c.]-"" u~!:!c IIIU&::I!II C III ..c: <II :> .. .. u:2 '" U o¡;¡ u .....c..... tf· ~6..=..8.~:E,g... ~ !_ .5 IUu;>§-o';:::.o¡::: tl ~.!_.! !;! '¡3:: e·¡:: U 1,1 ª '" æ ~ ~ ca._ C G.1 ... Q '~"O~:;:u'E~i!$'E"5';;;¡: =.Þ... ~§..8 r¡~8.."" >,':!];.!:.r:: ~~ o E! & .... 5 !!I "'.S =ä -'" 0.-= -: ~ ';; i ~ ~ ~~'~'ø,.~-!~ B.!;.e:9\~ I) 8,g,({. ~~ I)~:E g~Bi ;-æ:1 ".J~D ~E¡::'-"'e'-·"~.c: 'Ë~ ~c;,~u.8~~§~~~I=¡ uu ..",...~.... 1-01.1;_'" c:¡I:!B"Co i:I;!"C!~ ~=....~ 0-2~"~-,~ijE~ ".<".. ~~E=8u'-uUgU ~~=~ t...!,!,~ ~.5~..s oct::~"ÌI1¡; ~";; Q . .... I:: ::I C ;¡... .¡:: u ~ u ... Co 1:1~:! 0 0 ej ;>.."':; uS! tJ u 01.l:.!::J l:! cd.c ... .... ill t (I """',M....tí>...~Q.,E"'~þ-=.....::: ::I~ ::;¡iII¡;:;O> ¡:....ÜUill-= °J~'a~~:¡;:;~~~J~~~: ~ u..8 8. 'æ:'S! ~ ~ J... '¡;: ¡:: .... .c: ~ .... ~ u ~ I- [¡'j oc:I: U"C '" '" ~ 8 Þf ~ -= 1'1 ~ 0 5 ..!3 ill .5:£ 1 '" ~.5 5: Q '0 J. ~~ ~·aæ... ....gu"'~ai\ '" ]1~!~S~;.5~§.~f!]~ ßo",e~5~Ou~~.....uu~ ~~8Ë ~uc~30~~t=_w Æ]ä~~g~3~~~tõ~~~g .cas]uug~~ß~!=.5"'.~ .¡.:!I'", e~~£r:>II..c"'. z ~ E Q, " " ï ~~ .. -- "~ . :~ ~ ~ ~ qj ~ iII!5Õ_Z of ~ ... s ~ ,I !ir'=i ¡¡.. u ~>i;g~~ . III ':;1 ~.d "0 = ..c;;;~f I'll. -g:.>... GJ ~ .~ <II ~ £ ~ I: t! ë.:: g, 0 ~'~g~.§~ ... !=! a ~ ~ t: ~ ¡:: u 'õ'.- LI 'ë' ;S ~iõ Co :,2] ~ ~ 'C I: >.... ... > !i ~.".s ij 2 Q.~ a."B!Š] e 5 ~ š~... Q....."C .¡¡; ~ .: 2. a ~ u .B ... lOt on?¡ «I i:!.~ ~ ~13 D.C'; C:-~:-;::I ~to>~]o~ :i'ö:;l~"O ~~.!1~g~ ~ ('I ~ t: '-'''C ~ -= oS g ~ g ':¡ ::.£ <=lJ"O-5 ü-='¡¡¡'~~.8 ~ ~ 5- í'j 8.-§¡ U i\ 0 0 e'¡; !~~~Q.C on ~ ~ .. ,¿ .., . i . '" ~ '" ..J .., ~ . 0 . ë - '" 901 ~ È . . . ~'¿"Oæ e :I ~:s ~.8 ~ ë ~1!! g OIl 8 ~ to>'~ c'" . !::I U u"O '" :0 ~ï::;!9 ~ ¡~ t:ê~ 5.5 ~ '5 g ¡j~-a~13 t: c cd VI ~ ::1oc;¡o'Ç!; ... í:j .... "'i' a ..."'>....... -Š~5]~ ¡g - ~:: g .et; æ.s Co ... '" ..... : S r; êã.-=: a Q.,_ ... u.... o ~ IE g.t; "''''eu- E"'-_IU e,..c ~ ~.s - ~.5 0 s:: " . F·" . § .... :3:S..c .£~';;;'i~ - OCI IU ~_ ;,.:.-§.- 0 aI"d u... u c .!;!., = :.2f~-B .: -=.... ~ e -: g 8'¡;¡ ¡¡; U "'.- ã of QJ t ~ u ~ ~ ðr~ ~ ,.¡ .. ~ BJ! 0._ . " ~ 0 . " y¡.g &~ ~~ ~] 'd~ .2...... 8 0 ". ." ;2- - g " . o v C ij ~-g 8"i o . ;~ .§ " "i! o ~ "0 ,,- 01\ J! . -oS ,£êã .5 ~ . " ~ê o 0 ..........; 1 " ~ " .- o 0 ~S6. .\l :. -J I') 0 ~ J\j\y,\ L ~ ~ ~. \ õ< æ ." u J . tª~r.¿..r 1) ~:;¡ <I:: ~:'¡!j ;¿. ~ ~~.~ ê ~ ~ .~ 'lt~~"3 5~1..·~~~V)ð {n"~ ~'~¡¡Jv " s ~ " ~ ] :5 · -5 - 0 ~ g , ... ~ " z " · ~ · -5 ::;: ~ 0 u " 0 " t> ... õ '" " ~ '" ¡¡ · · z u 0 " · " .. õ ~ '" · i:ì ~ ~ § 8 ¡¡- · ~ ¡§ 0 " -d é £ 0 0- " ~ " E.c .- ~. 8~ .: ~ Rì B ~ ~ "Ö 2] .s a :9 ~.9 ã~t:...~~ .... ~~5"5~ r:: 0 g.~"O B ,...; ~ >< - ~ 4) .- ~ ¡:; ÞO;;i (.) v.... Vc ~ P- :§ .~ ~ ... c..¿ 0 J:! "€ ~ 'õ ..........." t:: ~~]£~ ~ 8.o,¡ 4) ~;§"ë'.§ 1i c..V c..c:: c ~ 0 oS ~ .- õ.. c.. Õ 'õ 15:I: ~ ~ o: <:> ~"O \!::! ~ o,¡ o,¡ c C -0 ... .¡¡; -;;:; ~ 'õ ";3 1; g 1; ~ ;s ~ ¡j § ~ ~ ~ '1 ..c:: .~ "3 .~ fi ~ E '': 1a õ:::,.g";::; g~ o,¡ o: <~..g-a ü ,<00.... - s:: (l.. .¡;; 5;-.9 0.::: Of).o ë'~'¡;j~:..c::?:!"i)':::~';~~ë' c...5 <IJ ~ ... t:: o,¡ > ¡;;.- ~ ~ 0 c.. ~ ~'š:2;; 8].ê e !~-o~~ :.:g ¡:: g c,.g ... 01.1 .8 0 "¡¡; -a -a 0:: ..E ~ .~ ~ o,¡ ... tií ~-o 6.. § 0 0 0 "O"ß~u:g.9"iJ~~;;u~~-5 ~ Of) .... O ) ;.:;; ..... :> > u __ Of) '" ".... æ &,::·§:'.....l!Æ.,;·Õ>E·.:-S ~ g ~ e ~ c.. ~ 5 1i v a.~.s 1;! 'f> ~ c.. c.. OJ -00,,) "-"13 ~ '" '" _ o: ~.- t::~ ~ 1iì-g s:: e:.;;; e ~ ~;S£ o--o.,g>ugt::tívs:: ,0- c..~o,¡c.. 01;:;'''04)-·-"02 !:!ê..c::.....e'Hs'evcati1iac.. - 0 s:: c...s ot).... -S o,¡ It) ~.-"O õ3 .~ ~ ~ 1:J V'; .S ~ 'õ -5 ~ 0 g õ "=: .É .~ ~ ¡- ::r: .ß ~ tí S ;S -;; ~ ~ ~ ~ :;;¡ ~ ~. ~ v ,- ~ I,) tií -S 'êij !:! ';;; .... g g µ.¡!:::!I,!....... ~ _ .~ .= -s !:! £..c::'- ;::It; ""g~",o- ·õu~ tí 6 S;!:!"E "'"iJ]-S15..ê . ¡;;: š ¡;¡.š-"3.~ .~ ] .~ .g 'ü 1i .~ ~ ~ .s ~ ~ B.~8 ã § 8¿;~ ~~~'g. .5 § g.s-a:¡ ~.= ~Ë~~~~ ~ ~ ] .= .;;; """' ~ 'E '3 -= ca ~ ~ ..... -;; .&J ca;>caob~'" .bca~æ~"''''' .~ &j .s i§ ~ IE ~ ~ ~ .5 ¡; G) ~ :? g "0 0 t>O "0 .- o( - C.&J "0 .=~-; ¡:: e~"3 ~tí e ~ "'_~- "'.: '" 4.1 ~ ...... 0 0 ~ 0..._ e õ ...... g <C 0 e -= ca.s ~ :I: "t g. g ,g ~.s ~ '" ~ ~ ,. I~~ '" M ~ 1 , '" " " N --< 0 " 0 0 0 --<> ~ 0> ~ '" , · ." ' " 0 · _ " 0--< 0 0 ,::1 ~ I~ '" ,J+JS:: .¡ ~o-" 0 'Ó(I]'Ó.Q · '" ~ " H " " 0 Q '" ." .'" QJ,"'Pd It! 0 E '" U " P. Ij It!.~ "''' ." " 0"--< · '" .0. U on (..) o ~. --< (t) o·~ " H . '" --< ~ o H '" ." ~ > " "'" 0 ,~--< W( 'O.... ~." ~J~ Ö'...."O<IJ " . · 0 " u o Q)'µ Q) 0 · ~ " ¡:: ~ 0 " QJ"O-rl ." >,..c:: u u·,..¡ 0 " "'"~ "~.o o.c z ..< 0"> --< o,..¡oo.µ " 0" . 0 "~ ~ !-< ,,_~ ~'I-I (t)..-I .¡l ... 'Ó 0 0 u·" 1I}·"'¡'ÓH·rl..-l 0 '" ·v " >ItIQ,I'I-IS::..-I --< " Q,I'Ó''''¡ " 0 .'d '2 ¡¡¡ wi '" '00 . ..- U ti11t! .--< U ",." 00. ." . ." " ~o 0 ..¡ 0 ·,..¡o Q.'d "." s:: .¡..-I 0 --<·'dê 0" E " " . --< ,--- ~ ,~ 6'd C~ O~ '" "~~ " 0·" 0 . m ~ ~ .." .--< , o. Q) 'µ·rl 0'" > "'0 0 ~ ....>,1-<::<: ~e o 0 " > 0 " " ~. " o~ ~ om :.:...<:P ~ 0--< , · · O~" " 0" .0 0 · "'0. " " > N· . 0 "~ 0 " " ." "'" , > 0 " " 0 ." ." "'~ 00 H'" 0'" 0 0 > , ." 0 O~ "." "" ~ ~ . " 0 " " " 0·" "'--<--< "'6--< .o ." ~ "u ~ ." ..< 6 'd ~ "'." .." . , ." 6~ " " ." ~" . ~ " rl''''¡C: " · 0 U , 0 .." 0 p.." " 0 0 '" H ." " o. 00 · ~ 0 " " " " ",.o--< > o~ ~ " '" "' 00 0 H..c:·rl 0 . 0 · . Q) o,..¡ >..a 0 ~ ." ".0 O~ "'~ " 0", U U -"--< 00 .." '" 0 0"'-" 6 ~--< ,." · . ." 0 " 0 0 " 0 --< '" 0 "'~ 0 M Ö'Ö'C: "'. ........'Ö'Ö.¡.J 0 " O'd o~ 0 0 . H" " " " ~ 0 , c c:....·rl..a c: ~ 0 " " '" O~ .......¡.,..¡.¡JQJ . 0 , · 0 0 o~ " 0 0 · 6 " · !J)C<tl..c:: 0 " " Wrl'Ö'Ö..c:: 0 --< o~ 0 '" . 0 '" " 0 " 6 ~"e ." C'µ'µ..-IW o~ " · ';::1-<1.1'10 (t)w·,..¡C: . '"o~ 00 --<, U . ." " .¡.J4-IQ.¡.J 6H~ o '" 0 '" " 0 o ~ " ",." ~ ~ · 00 0 o .µ.,..¡ "'0 "" ." I-< C:'rl " , " 0 0 " '" ",0 , .o"." O'n W ." ~ " ." ." . ~.o 0 .;.POH tIJ ." " ".c "" U 0 0 " 0" ~ E " ."'¡o"'¡ 0 "'." 0 Eo" .0 .,..¡ ·rl.c:: >< 0 O>·rl . 'd " ~ :. 00.0 6 U 0 'µ'µ+J.¡.J.¡.J.,..¡ .e6 " " " U .e " 'd 00 " 0 00 · ." ~ "80 0 0 . · .:..c::.¡.J 0 0 ~. HH~ 0 ~ . 6 I-< OU ::;!.,..¡ -" ~ '" ·n O~ .c ." o tIJ·,..¡ 'Ö ~ " " O~ --< " " 0 0 ·rl ¡..¡ O.¡.J.¡.J · . O~ ~ O~ .--< 0 .", ." 0'· " H .¡.JO'µ U · · .e--<'" . "'u " o.e o....w= ." " 0 '" u " . 0 o H 0 O~ " " 0 O~ ",." 0 "'~. '" ~ " · > " · 0" " 0 " 0·" " " ." rl·rl4-1 ~ o~ 0 m --< ¡::; ( > 0 " .c" .." 0 "'" 0 0 " 0 0 0 "~ '" .." ~ " · ,:.c.,..¡ = 0 0·" ""~ '" ow 'Ö 'Ö c: 0 "~ " u--< ~'d m .~ :).µ¡..¡ " " ."~ 0 "." 0 " 0·" 0 0 00 "--< 0 6 " u co " ::;!m.c::<tI·rl H Q..·"'¡rl · U'd 0 00 0 0.- ·rl·"'¡ 0 --<0 0 '" ~." p.. fC E 'Ö '" , 0 ." " >,'''¡rl .e '" >0 "" O:~ . 0" · .eo " " ,~ · ~~ . ~ O~ 00 ou e .,~ 0 .¡.J CO 0 0 " 0 , ~ ",." "~ 0 W·rl'l-l > "." . > '" 0 --< --< "".c .e 0 o.e 0 s "'.0 " .'" "~ · <IJ·"'¡U --<'d" ¿ " --< " fC·,..¡tIJ.µ " " 0" " ~ --< "'" 0 . " '" 0 0 0" --< ." 0 " >0 ." .e ~ ." >'1Ù0"¡'µ ==,.¡.J.¡.J 0 o. ..c::<tI.c:.¡.J 0> ~ .....¡:µ "'~ 0 0 ~o 0 U~" " '" " 'd -" U ~ " . " :... w " 0 0 U " "'0 0 H 0 ." · " 'do ."" Ö'¡"¡·rl "''' .; ;. 0 0" " 6 --< " 0 0 "'~ 0 0 0--< 0 '" ,. ~" 0> I-<'OQ...µ ." U " . . .o o.OC{J) " > . 0 0 0" " 0·" 0 '" H'µ'O " U)0"'¡..c:: , 0 8 o ¡..¡ QJ rtI · .0 · " '" .." ""' . '" ." " 0 ~ "'0" u ¡..¡ 0. =: QJ 0 0 '" . "'" --< " H ;:C.,..¡ ~ ~ ::;!'Ö'rl '" 0" ".e o H "~ ".~ 0 ~ . · 0" 0 0 c U·"'¡.¡.J " U 0 U. °rl..-lr--..c:: ~ 0 :'::4-1+10 ¡..¡.r::."'¡.¡.J.c: ",.e o c.c:·,..¡ oo.e "-" UQ.¡NU " C " o·,..¡.µ +I.¡.J~H+I e8 E .,..¡ .µ ~ .a..,..¡.µ ·"3 ..e "" on on I o u g "' '" ~ ~ ~,;:=02:S:l\ ---.-¡-.. \ "L i C'J \ !lo..J\ 8 ':"; ',.O~, <__I c~ , :::J --, \0... '<> ~ eí '" ~ § 0 ~ ... ~ ;;0 "'- ...¡~ o<u~ "'0< . "'-< uUu <'" . ~::L~ <:tJJ[!.a ."'.. o~< 0"'5 '"~:I: ::E;u ~õ ~ " ::x: '" s;;: '" -; 8. g ~ a <II ~ ~.¡:: OJ 5 IIJcø:::..o £Ë8ü 'õ5 8 ":"5- i:' VI ~ ... '1) .- 0 Q. "';;-5.;::: OJ '" t:: 13.s u 0 ¡,;: o:>ß cPo.... C '1;; Q..'8oa: .b ~ E a ¡j.9 OJJ:f ~ ~.= ... ~ ¡j.5.§ " - " g";:;;;:¡ ïS.. ~ OJ &. 0 ~ g.¡¡; § 0.._ 0 II> ._ u _ . .g § .... ~ §g~~. õ''t ~ ~ Q ~~~5~ . c ~. .... ,- ..c Cd)"; .... Ë .i: § 8 'õ 0,,)..... S '" ;>. > ~ e:E u ~~ 0'::: g ... (,. 0 g- .5;>:Ë ¡¡ 'i "CIC_-o OJ 0\.1 c:: ¡:: II) ~:g .- 'a ;s Q.~"ß E '" S. OS:g ~ ~ ~ > 01) "CI ~5g¡5-g f-<'" _ -< '<> ~ ';;: ¡:j ~~~Ž .~ .~ ub-q~o6>-o ;!i:t-::¡i'J_...¡...¡ Of-<[;j¡::æ;;:o;;o ¡¡;~"''''8~~~ ~Qz::t~rJ)ø::r- ~~ ëJa;",,,, 8-. "5~~¡::¡E \fo,..",o,..:co< ~zrJ)c<UJ¡.¡.¡r- Zo.<"'o¡:¿é'" ¡g~ .:;¡ 0<... ...:t. i:<'" ::L" ~ "'co "'~~~"'~~O:...J ~c~§~~~h ¡z¡<-z",,¡zo''''i r.lJZ< _ ::t-ø:: UJUJr-x>- ¡....r-UJ~CCE!z~....1 ~~8i:5,.~:>~ UJ~_Q:;=¡z .:z zrJ)~zoo§:j~o °::tz<~;.. <e:¡:: ¡.t¡¡...tJJUJ¡"'UJQ:I:Q.. ucn>~-z:3V!UJ §;:¡~Oi""~~oS1~ z .<0 o~>-1J.1 o<fij:¡¡¡::; ;;¡z~~ 5"'~cg¡ ~:;;¡;¡;¡¡:: ,.. "'¡"o<'"ou o ~ffi<~f.rlr-g5 ~<~~~~ffi~ffi 9~~:¡:t5o~ ~ <",¡z"~<_~ o::>tJ.10~~r:n¡¡'¡:!a ~~§i::u~~¡s¡s 2:::>:>0_ ~ "'12 ",;;oôi ~;;¡o< ¡:~:J -00 ;;0...", ~r-b; rc=;¿< ¡:~~ ~<~ ~!:"' ::: o z::: 000::: :;¡ 0 =, ~ æ ~~ ...:::; =, z ¡- =:: -<,0::: =:: ,. ~" ~oô ~-:~ ~><¡¡.: "'''';;¡ "-zo ~oz ::i!", . Cl'JuCIJ ~~¡;:g~ ..< 0 0" 0 ;;;~'"~ "'...8.... EÖQ..Q u"',..~ "'f-<I'Q :¡:"'f-< f-«;;o< :::~o¡¡.: ~ ''\ , ~ ¡::G \fð ~~ ~ "J ~ '-.J ¡¡.: , 0 '" ::i! 6 ~ " ~ ] ,Ë · -5 ~ 0 ~ u · " .... ~ z ~ · · -5 .., · 0 ~ u :g 0 · ~ ... õ '" " '" · · z ~ · u ~ · " E · '" · :;¡ ~ ~ " 0 0 u ¡¡- · ~ :a ... g -ci Ii " 0 o~ " ~ - . "-" · - S .. ð~ .,; ~ ... = ~ ,.¡ ...¡ ,.. U ¡;¡ Eo< rJ'J .... Q ...¡ o o == u 00 ;;.. =:: ..: ,.. z ... ~ ... ...¡ ... ..: ,.. 00 .... ;.. ..: ...¡ ;;;> == U § ~ oJ; N .. "' ~ ~ '" -, .- " :!: ~ ., ~ o '" :¡ ., u .¿ ... ~ ;; ., ..¡ :: ü '" ¡;; o " ... r:i " " '" o ..¡ < " " ;; ~ z < :!3 Q ..¡ æ '-' " '-' r:i N o o N .; ~ " ~ m '" ro c ro ::;; ~ 0 ~ a; c: ë' 19 ~ a; mD.. !!? I:: <c ~]j~~o. ~g~.cS :5~05$ &:.gõ~~ . >.è:'<D.È ~Jjõ~u t;¡ i;! ... '" ~ ... ~ ., '" ~ ~ z o ~ p~ ~ ~~§t;jê w Š~~~i :s <I\~<-=-'" Q .:~º~j ~ ffi:1~~ ~ o ;::;::5::~;¡: ~ 0 ~ . ~ G æ<l\ w < ~ ~ ø >. "'- om ~-:; m S êû")( ~ 0 1! " ~Q. -co =< ~ë~ Ëõc 00. ro J:CII1;j ':0> .. - c l!c.cþQ) èñE:g-ê :J:Q!:i:~ -c....- =0°3: w -_ '0":«: c§wJ:¡ coðoãíCIJ ~f!~.f:C q:ß~g~ !!æ3:zcøw ci § Z ._ =1; .. ~ u.3 w '" 7j .. ·0 ~ ¿ ro É <E I :i ~.!1 ri.'Q jl~~ :: a.._ Q) 0'<: -g.~.ê I- (j IJ).cu Q) 8.~cnCÓ·ë' e <ri ~~ ~ c.tiS~:ë Q.J.D C 0'1- .L:(t w c: .... E J: 0 o"'C Q) CI_ -ÔLû5æ c ~ E -gæ~=E &.~.~c:o jß~>-êu '-t)~ ~g B.~.È Q; ~ >.eü~J:: .... c. ._ '0 ë Q,)~::::':::: c: €:S....E~ &. 0 õ.g ~ §-- g¡ c:.f!2 g-;:: ~ >. ~~~;gf5 ....~§"5~ .QuoU)'E w.c Q) (l) ¡sO CD è::g >.~£ ?hõ .:::t:'.;:c.c c: ffi§,:ë.!:! ¡ß ¡::~·jî.g ¡';: " ro m o z. 0--= mro ;;u _ro .. ø ~ ~ "" .;;: .2: ..'" ~ .. .Q~ c." ~c. t5ê .. 0 'ë't; c... ~5- -~ offi -g.. .~ ~ c."' c.~ ro 0 ø~ ~'" "'. .= 'E c... æ~ -:~ 2.. ~O g,g' ~ ï:: .ê-ª ...a. 6 ~ .~ " c. ~ UJ ~ .. ~ .¡¡ ro , "- , " ~~æ --- ~ C'I i .. c a. .- c·< CD § ~~£ .~ >. <E ~ ~ c ¡¡; .. a. o APPENDIX D Noise Technical Report ~ NOISE TECHNICAL REPORT FOR THE EAST H STREET WIDENING PROJECT CHULA VISTA, CALIFORNIA ~ Prepared for CITY OF CHULA VISTA PLANNING & BUILDING DEPARTMENT 276 FOURTH AVENUE CHULA VISTA, CA 91910 Prepared by -fZ.it1W~ D .~ MATT BEULEN ENVIRONMENTAL ANALYST RECON NUMBER 3583N MAY 29, 2002 ~ 1927 Fifth Avenue, Suite 200 San Diego, CA 92101-2358 619 / 308-9333 fax 308·9334 '0 This document printed on recycled paper RECON TABLE OF CONTENTS Summary 1 A. Operation B. Construction 2 Introduction 2 Project Description 2 Analysis Methodology A. Applicable Standards and Definitions of Tenns 3 B. Noise Level Measurements 3 6 Existing Conditions 7 A General Infonnation 7 B. Existing Noise Environment 7 Future Acoustical Environment 8 Construction 10 Mitigation 11 References Cited 11 FIGURES I: Regional Location 2: Aerial Photograph of Project 4 5 TABLES I: IO-Minute Traffic Counts 2: Measured Traffic Noise Levels 3: Noise Levels of Common Construction Equipment 8 8 II ATTACHMENT I: Noise Measurement Data Summary The project proposes the widening of East H Street in the city of Chula Vista between Interstate 805 and a point located approximately 600 feet east of Hidden Vista Drive from three to four westbound lanes. Along with the roadway widening, the relocation of a bus stop is proposed from its current location east of Hidden Vista Drive on East H Street to a location just west of Hidden Vista Drive. In addition, several retaining walls will be constructed along the embankment located to the north of the roadway in order to secure the slope and accommodate the area required for the addition of a 12-foot-wide westbound lane. The retaining walls will be constructed on approximately the eastern three-quarters of the project area. Since it does not generate any additional trips, the proposed East H Street Improvements Project will not increase traffic on the roadway. The purpose of the project is to increase the roadway capacity and decrease traffic congestion in order to maintain compliance with the City's Growth Management Ordinance threshold standards for traffic congestion. The proposed East H Street roadway project has the potential to affect noise as a result of increased average travel speeds on the roadway, and the movement of the effective noise source to the north as a result of the addition of a new lane. Algorithms of the Federal Highway Administration's (FHW A) Noise Prediction Model were used to quantify the noise increase associated with implementation of the project. The combined effect of increasing the average travel speed and moving the traffic by adding a lane is approximately 0.4 of a decibel, which is well below the threshold of perception. A. Operation The proposed project will allow for enhanced traffic flow along the project area portion of East H Street. The project would provide a new traffic lane located approximately 12 feet closer to the existing residential development that lies to the north of the project area. These two components of the project will result in an incrementally small increase in the noise levels at the edge of the roadway and at the nearby residential areas. The noise levels at both of these locations along East H Street currently exceed the noise standard used by the City of Chula Vista. This report shows that although these noise levels are over the established noise standard, there will be no measurable or noticeable change in the noise level after the completion of the proposed project and, therefore, there is no project operation-related noise impact. The May 2002 traffic report prepared by LLG indicates that the proposed project, including the addition of a new westbound lane, will not result in an increase in the amount of traffic on East H Street (LLG 2002). The analyses in this acoustical study I examine the change in the noise environment along East H Street considering the proposed project by itself. Since the traffic capacity of the roadway will be increased by the addition of a westbound lane and the traffic volumes on the roadway will not be affected by the project, the average travel speed of the vehicles will slightly increase. B. Construction The proposed project will result in a short-tenn increase in noise levels at areas adjacent to the project site due to the use of construction equipment. Noise generated during construction can range between 80 and 90 A-weighted decibels [dB (A)] at 50 feet from the source. Construction activities are not subject to the City's exterior noise standards as discussed in Section 19.68.070 of the Municipal Code. Construction activities may, however, be a nuisance to areas adjacent to the project site. According to the Noise Element of the City of Chula Vista General Plan, the City controls noise through nuisance ordinances, which limit construction hours. Pursuant to Chula Vista Municipal Code Section 17.24.050 (Paragraph J), construction is prohibited Monday through Friday, 10:00 P.M. to 7:00 A.M., and 10:00 P.M. to 8:00 A.M. on Saturdays and Sundays. Introduction The purpose of this acoustical technical report is to assess potential noise impacts due to the construction and operation activities associated with the proposed roadway-widening project. Noise measurements were taken at the proposed project site, directly adjacent to East H Street, to assess the existing traffic noise environment. Noise measurements were also taken near the residential development located to the north of the project portion of East H Street in order to detennine the existing noise levels at this sensitive noise receptor. The noise increase that will result from the projected increase in the average travel speed of the traffic on East H Street, as introduced by the proposed project, was then evaluated (LLG 2002). The increase in the noise levels associated with the closer proximity of the proposed additional12-foot traffic lane to the residential development to the north was also evaluated. The significance of the noise increase was detennined by comparing the anticipated noise levels with jurisdictional standards and by detennining the total amount of noise increase attributable to the location of the proposed additional lane and the projected future increase in the average travel speed on East H Street. Project Description The project proposes the widening of East H Street in the city of Chula Vista from three to four westbound lanes for a total of approximately 1,700 feet. The project area is the 2 segment of East H Street located between Interstate 805 (1-805) and a point located approximately 600 feet east of Hidden Vista Drive (Figures I and 2). Another component of the project is the relocation of a bus stop and bus shelter from their current location east of Hidden Vista Drive on East H Street to a location west of Hidden Vista Drive. Also included in the project is the construction of several retaining walls along portions of the embankment located north of the project portion of East H Street. These retaining walls are proposed as vegetated, crib walls of varying lengths, ranging from 40 feet to 490 feet and varying heights, ranging from a maximum height of 9.5 feet to 0 feet. The project will require the relocation of the existing five-foot-wide bike lane to a location at the northern edge of the proposed roadway. The purpose of the project is to increase the roadway capacity and decrease traffic congestion in order to maintain compliance with the City of Chula Vista's growth management threshold standards for traffic congestion. Analysis Methodology The analysis presented in this report consists of two main steps. First, there is an examination of the existing noise environment along the project segment of East H Street. Second, there is an evaluation of the potential for increased noise levels along East H Street as a result of the project. The proposed East H Street roadway improvements have the potential to affect noise in two ways. The project will result in an improvement to the flow of traffic, manifesting in slightly higher average speeds. As traffic speed increases, noise will increase. The project will also result in the effective noise source being moved to the north as a result of the addition of the new lane. The addition of the lane will move the effective noise source closer to the homes on the north side of the roadway. The traffic volume on the roadway will not be affected by the proposed project. The noise analysis considered the effect of the anticipated change in average speed and the result of the additional lane. The significance of the resulting noise increase is then determined by comparing the anticipated operational noise levels with jurisdictional standards and by determining the amount of noise increase that is attributable to both the projected increase in average travel speeds and the location of the additional lane. A. Applicable Standards and Definitions of Terms hnpacts to future sensitive receivers were evaluated in relation to the noise level standards promulgated in the City of Chula Vista General Plan (1989) and Title 19 of the Chula Vista Municipal Code (Zoning). 3 _k1'~ ,.... "v...~ iy'" ~(tP.,. t"'" I I l' J.J;'-~ ~ ; ..-t."'f:;.... Po\vay-;. r ~ ·1 I Dei í~1 -~ _.- r~J '. ~ 'l.. I J..; 00 San \) / 56 r-....:..,.p,ø"'" ._ ..----!--.- ~ ReseIVolr ~ "",~<~~'P~' , ,9/ ! r~ y t-r....... ~ ~ . ~ l8i~' V-:::::.J..I\ I~ .J rn:: ~ ~\ , 7 hr J ( ,~ ~ -J./ f .i (" MCBMìramar " ~ _ T.... Y.-.~ ^ AlrStatlOn,) ~ ' .¡ L/ (7 P '\ \" --i~a te ¡ ~ \ \. J ./ ~.Jí¡ . ~) · /" ì.:-, '!-};~~ ~go q; i ,~( ~. ~lf-. ~_, '~' ~ ~ I .C' q{,"'. ..-/1 .....,,[~v J .-. ~ . ~ ¡ ~ -.~) ····ì \ '1,.~ ~~.", . rF ,.-- -~ ~ ..-.... Y J.l - ~ j- . Fi-!'::: ¡-., . ~r .//d"';':.' v· ~ ~e) y ... _ /' v "- I r';t'r:;;:--,. v 1/..)' '. / ~ . // '-.. '" ,." I 1"\,.· ~ ,'. ¡.-i "\'. _ if \.. ~ Sweetwater \ !,- . - - .:.-: """.' .).. -v'lWReserv Olr, . ,,* "r --, ..... ,--,:. 7, -' \ ',..¡ ~.~~) .;:<:. ~ i/vf. . '" !j '~((.. -~c~~~ ~~~ ~I.'-:.~ , f,, C 1 . '~ .(, LowerOt~ /tJ!Jí'\ "- ·.f ReservoIr \~lf~ ,,;r ¡ f ;'.. .. ;.. -., ..-\ "J"; ~"."'., I\. II ¡ I' ... 1..; -'.><;.,,~ II \' 'H-- --1 _L.~.· n~ ì ' ./. ..- '=--.0. E X co :T . _, ----..? '-I -~1 'tií ~- Yv ~ ~ / "'" Pacific Ocean l ~Brown Field -' -~.,._---''''' ~fL~N I@ t, . Project location Miles 4 FIGURE 1 Regional Location M:\joba\3S83Inoise\¡:il\noiatcc.apr\figl(regl).fiDa 03104102 -')\ .~ '~~:~.. .~~~,~\~?~~: \.- I S1t'ee\ ;. þ... ,1"...,1 C,~~\ ~ ~òJÇ\I;;;?~ ,) ~7"', ~\,~, ~ ': J t«' -'~''''''' ". .... "'¡\, __ "A \, F.M lA- --~/ " 'r\\J...3 "'7~,,~, d-...... G 'f!'::f-~ lr;..,..,... r- .." - .....)...____-1,""'.1"\ ~Io.-'-" v.. ..~, ",s.::..' .- 4,µ\ ....... ...?lJ..~". 1..-#", . . ,'. \~"'." ?,.~., -",-. -,B<ml't.a\' ,- ~~ "'--/ . ,- ~ ">,,"" \..',,;...~, tþ . .~ . .: ... ,',..:. --~::-\~.,. '..;,' ~: ,\y 1<1"',",1.. \, .,' ,r ...~j~:,';-.;..... -.... ".-. '.;, -~ ~ .,..,' '.c..." ..~ -·~·f·.:.-.~.~·~_·~,~·~·' ~ / ,¡<',,'~ ~ '/'.....::..~~_J ..~Ib.,, :::.:-·.o·fì ...:-~... . !.:."' -'__.t ":., ~ ...:t:..~...~~. _",' \-~ì _ ..,~ /; /~~ ~,~ ~:' .t~_~ ~~~~?~~~.:~~> r~~ , /.....~...: \ J:'\-j" '2-,/ ',.! \ \ \ - \. ..¡r-....__I_ " ~'t:.·.·,__'\'-u>. /,.,._ .:.' - ·"u.' ~._>"_ /..,,,,;,.'~<'9,~'--·:"'\.I·V"'\/'''' t" r~'-' (.'...ji .:: . r'" -,! .;~.,~ ,. ' ~ \7 .../ .>-<f',....'"'- ..::; .: ") ,~' '-_};~~'<::"~'f_J"; . - . .~ ." ......' , _ ~{!I,,~--' \_.."...., r'~ l. .' ._~-..t-~,;¡;,l Hii~_ :,,~~~::-c.,,:;-' i -_L_c;." , .~#.~:.-...~..- . ~ Y-...r~. '. t . . . ---,-. ,-- ¡- PROJECT LOCATION, -~'. <:. ~ ~. .:' Î 0. \ ~:. ,~_":".,j '-, .J' /! L _" '_~~;~2~J_~~_~~~~~~~__~j___,___ , " I ¡ / . . ~. "'.;1 J. ,'r-<' 1 I ·1,./ 1 , ~"1": ' '1 I I . I . "'Ql~,., . t' ~ú t ,Ç';. I I I L , , '-' ./.: , ~-.. ,\ r -:-". ;I" '-,,___Î'---' I'<t-c~_/ ... _~JF . /,._, ~ ...(~- -\., , ¡~. ,..-<a;- 'I '- -.-:":"> - -.-~- .. ',HOS¡::,,!<t1 ~fL~N ~ to Map Source: USGS 7.5 minute topographic map series, Imperial Beach and National City quadrangles FIGURE 2 Feet 2000 Project Location on USGS Map M:~obs\3S83\bio\gis\biotcc.apr\fig2(\lSgs)-final 06103/02 The hourly equivalent sound level (Leg) is the average A-weighted sound level over a one- hour period. A-weighting is a frequency correction that often correlates well with the subjective response of humans to noise. The community noise equivalent level (CNEL) is a 24-hour A-weighted average sound level in decibels [dB (A)] from midnight to midnight obtained after the addition of 5 dB to sound levels occurring between 7:00 P.M. and 10:00 P.M., and 10 dB to the sound levels occurring between 10:00 P.M. and 7:00 A.M. A-weighting is a frequency correction that often correlates well with the subjective response of humans to noise. The 5 dB and 10 dB penalties added to the evening and nighttime hours account for the added sensitivity of humans to noise during these time periods. The City of Chula Vista has not adopted any specific numerical noiselland use compatibility levels to establish significance criteria. As a matter of policy, the City employs the noise guidelines set forth in the Noise Element of the City of San Diego Progress Guide and General Plan. According to the Noise Element of the City of San Diego Progress Guide and General Plan, the exterior noise level standard for noise-sensitive areas, which include residences, school play areas, and outdoor recreational areas, is 65 dB(A) CNEL. B. Noise Level Measurements Noise level measurements on the north side of East H Street in the city of Chula Vista were taken by RECON on February 14, 2002, between the hours of 12:30 P.M. and I :20 P.M. (Attachment I). Noise levels at 50 feet and 120 feet north of the centerline of East H Street were measured using two Larson-Davis 720 Type 2 Integrating Sound Level Meters, serial numbers 273 and 274. The following parameters were used: Filter: Response: Measurement Interval: A-weighted Fast 5 seconds The meters were calibrated before the day's measurements. Simultaneous measurements were taken for approximately 20 minutes each. Distance attenuation of a line noise source, such as noise generated by roadway traffic, under soft site conditions is attenuated at 4.5 dB (A) for every doubling of distance. The vegetative cover located to the north of the project area qualifies the area between the roadway and nearby residences as a soft site. 6 Existing Conditions A. General Information East H Street is a six-lane Prime Arterial from I-80S to Otay Lakes Road. Both the eastbound and westbound sides of East H Street have bike lanes of approximately 5 feet in width. The travel lanes are 12 feet in width and the posted speed limit is 40 miles per hour. The area south of the project portion of East H Street is occupied by the large Terra Nova Plaza commercial area. Residential development lies to the north of the project site. The primary source of noise in the project area is from vehicular traffic on East H Street and I-80S. B. Existing Noise Environment As indicated above, noise level measurements were taken at two locations; one 50 feet and one 120 feet to the north of the centerline of East H Street. The measurements were taken for the purpose of characterizing the existing and future noise environment due to traffic traveling along H Street at the roadside and near the closest area residences. Existing traffic volumes on East H Street are provided in a traffic analysis prepared by Linscott, Law & Greenspan (LLG), titled Eastern Chula Vista Traffic Capacity Enhancement East H Street Improvements Chula Vista, California (LLG 2002). This analysis is dated May 14, 2002. An existing average daily traffic (ADT) of 67,300 is given in the LLG report for the portion of East H Street between I-80S and Hidden Vista Drive. This is the segment of roadway on which the noise readings were taken. Existing daytime noise equivalent levels at 50 feet from the centerline on the north side of the project portion of East H Street were measured to be 74.0 dB (A) Leq. A measurement near the homes, at 120 feet north of the centerline of East H Street, resulted in a 68.7 dB (A) Leq. Ten-minute traffic counts were made on East H Street between I-80S and Hidden Vista Dri ve during the noise measurements (see Table 1). The measured noise levels were adjusted logarithmically to correspond with the 67,300 ADT reported in the traffic analysis. This resulted in hourly noise equivalent levels of 73.8 dB(A) Leq at 50 feet from the centerline and 68.5 dB(A) Leq at 120 feet from the centerline (see Table 2). 7 TABLE 1 lO-MINUTE TRAFFIC COUNTS Traffic Direction Vehicles Eastbound 418 Westbound 338 TOTAL 756 TABLE 2 MEASURED NOISE LEVELS Measurement Distance from the Noise Level Adjusted Noise Level Meter Number Centerline [feet] [dB (A) Leq] [dB (A) Leq] CNEL 273 50 74.0 73.8 75.7 274 120 68.7 68.5 7004 In order to compare each noise equivalent level to the jurisdictional standards, a conversion was then made to a CNEL Assuming that approximately 77 percent of the traffic occurs during the daytime, 10 percent occurs during the evening, and 13 percent occurs during the nighttime, the noise equivalent levels above equate to 75.7 CNEL at 50 feet from the roadway centerline and 7004 CNEL at 120 feet from the roadway centerline (see Table 2). Future Acoustical Environment The addition of a fourth westbound lane on East H Street will increase the capacity of the roadway. The traffic report prepared by LLG indicates that the traffic volumes on East H Street between 1-805 and Hidden Vista Drive are anticipated to remain at 67,300 ADT both with and without the proposed East H Street Improvements (LLG 2002). The traffic volumes on East H Street, east of Hidden Vista Drive, are anticipated to decline with the proposed improvement. The traffic capacity analysis letter prepared by LLG indicates that with the increased roadway capacity provided by the proposed additional lane, average travel speeds on East H Street between 1-805 and Hidden Vista Drive will increase from 28.8 miles per hour (mph) to 29.0 mph (LLG 2002). 8 Algorithms of the FHW A Noise Prediction Model were used to estimate the noise environment that would result from the increased average travel speeds on East H Street (FHW A 1979). The calculation that was used to estimate the change in the noise assumes that the number of vehicles, the distance at which the noise is measured, and the time period over which the sound is collected all remain the same, both before and after the increase in average travel speed. The increase in the noise in decibels is calculated with the following formula derived from the FHW A model: Noise increase (dB(A) Leq) = 10 log (average travel speed 2/ average travel speed I) = 10 log (30.0 mph / 28.8 mph) = 0.18 dB(A) Leg increase. The 0.2-mph increase in the average travel speed that is anticipated to occur upon completion of the proposed East H Street improvement project is therefore expected to result in approximately a 0.18-decibel increase in the noise levels along the roadway. A second calculation is performed to examine the change in the noise environment as a result of the closer proximity of the proposed additional travel lane to the residential development located to the north of East H Street. In this case, the noise environment is determined by examining the effective noise source for the roadway, which is defined as the equivalent lane distance. The equivalent lane distance is the geometric mean of the near lane distance to the far lane distance, as detailed in the FHW A Noise Prediction ModeL This is the result of the addition of the traffic lane and the distribution of the traffic over seven lanes, rather than the existing six lanes. The following formula, derived from algorithms of the FHW A model, is used to estimate the noise increase due to the location of the new lane, in decibels: Noise increase (dB (A) Leg) = 10 log (distance I / distance 2)^(I+a) where a is a site parameter whose values depend on site conditions. In this case, the site conditions include vegetated areas off East H Street and the value for a is 0.5. Distance I represents the distance from the centerline of the roadway to the modeled receiver. Distance 2 is distance I minus an equivalent distance, which incorporates the idea that the noise generated by traffic on a roadway comes from all lanes of traffic. In this case, the addition of a 12-foot lane equates to an equivalent distance of 3.8 feet. In other words, the noise produced by the roadway is shifted 3.8 feet closer to the receptor as a result of the proposed additional12-foot traffic lane. 9 = 10 log (120 feet / 116.2 feet)^( 1.5) = 15 log (1.033) = 0.21 dB(A) Leq increase. For comparing the change in ambient noise levels along roadways that would have traffic increases due to implementation of the proposed project, a change in exterior noise levels of 3 dB is considered perceptible; changes of less than 3 decibels in general are not noticeable in the outdoor environment (Bolt, Beranek, and Newman 1973:1-20; Beranek 1988:598-599). Therefore, if the increase in traffic-generated noise along a roadway segment is less than 3 decibels, in general it is not considered a significant impact. It can be concluded that the combined effect of increasing the average travel speed and the movement of traffic due to the additional traffic lane is 0.39 or 0.4 of a decibeL This is well below the threshold of perception. Therefore, the project will not result in a significant noise impact. Construction Noise associated with the earthwork, construction, and surface preparation of the proposed project will result in short-tenn impacts. A variety of noise-generating equipment would be used during the construction phase of the project. This construction equipment may include scrapers, dump trucks, backhoes, front-end loaders, jackhammers, and concrete mixers, along with others. Table 3 indicates the types of construction equipment typically involved in the construction projects. This type of equipment can individually generate noise levels that range between 77 and 91 dB(A) at 50 feet from the source as listed in Table 4. Construction activities are estimated to generate average noise levels of 80-90 dB (A) Leq 50 feet from the site of construction (Bolt, Beranek, and Newman, Inc. 1971). This value is based on empirical data on the number and types of equipment at a construction site and their average cycle of operation. Although it is not required in order to mitigate a significant noise impact, each internal combustion engine utilized during construction should be equipped with a muffler of a type recommended by the manufacturer in order to minimize noise effects and to comply with applicable regulations. 10 TABLE 3 MEASURED NOISE LEVELS OF COMMON CONSTRUCTION EQUIPMENT Equipment Air compressor Backhoe Concrete Mixer Dozer Generator Grader Jackhammer Loader Paver Pneumatic tool Rock drill Saw Scraper Shovel Truck Approximate Noise Level (dBA) 81 85 81 80 78 85 88 79 89 85 98 77 88 82 91 SOURCE: Bolt, Beranek, and Newman 1971. NOTE: Noise levels at 50 feet from the source. Construction activities are not subject to the City of Chula Vista's exterior noise standards as discussed in Section 19.68.070 of the Municipal Code. However, construction noise has the potential to be a nuisance in areas in the vicinity of the project site. According to the Noise Element of the City of Chula Vista General Plan, the City controls noise through nuisance ordinances, which limit construction hours. Pursuant to Chula Vista Municipal Code Section 17.24.050 (Paragraph J), construction is prohibited Monday through Friday, 10:00 P.M. to 7:00 A.M., and 10:00 P.M. to 8:00 A.M. on Saturdays and Sundays. Mitigation The project will not result in a significant adverse noise impact and, therefore, no mitigation is required. References Cited Beranek, Leo L., editor 1988 Noise and Vibration ControL Institute of Noise Control Engineering, Washington, D.C. 11 Bolt, Beranek, and Newman, Inc. 1971 Noise from Construction Equipment and Operations, Building Equipment and Home Appliances. EP A Report No. PB-206-717. December. 1973 Fundamentals and Abatement of Highway Traffic Noise. Prepared for the Federal Highway Administration. Report No. PB-222-703. June. Federal Highway Administration 1979 Highway Traffic Noise Prediction ModeL Report No. FHWA-RD-77-108. U.S. Department of Transportation, Washington, D.C. December. Chula Vista, City of 1989 General Plan. Linscott, Law & Greenspan (LLG) 2002 Eastern Chula Vista Traffic Capacity Enhancement East H Street Improvements Chula Vista, California. May. 12 ATTACHMENT 1 · ~ · " ~ ~ " · ~ C H c ~ ~ N ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ u ~MN~M~~MØM~~NMOMOMM~MM o ~ MOMOMmrlm~NMNrlNO~rl~roM~M ~~~~~~~~~~~~~~~~~~~~~~ ~ M M ~ ~~~~~m~M~~Nom~N~MMN~~N ~N~N~rlMrlrlM~~MMN~M~O~~~ ~~~~~~~~~~~~~~~~~~~~~~ mN~rl~mON~~MONmN~NMN~~~ o rl ~~~~~~~~~~ø~~~~ø~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~ ~ ~ ~~~~ooo~~mm~øNø~~~N~~~M ~~~~OO~~~~~~~N~~OOOW~~~~ ~~~~~~~~~~~~oo~~w~~~~~~ ~ ~ ~ OrlrlrlN~rlrlmrlmrl~O~Nrlrl~rlOO NrlOO~MOO~O~O~N~~OO~OOO OOOOOOOOOOOOrlOmOOOmO riririririMrlrlrlrlrlrlrlrl ririM rl ~M~MNmN~rlOO~~~m~NoommO~~ rl~MNOOO~MN~rlrlrlmMOO~NOrl~~ mmmmOmmmmmOmrloommmmmm~oo ~ ~ ~ rl~m~mm~ONOOmrlMMW~~Nrl~~rl ~oomrlOmrl~WMOOrlNO~rlNmN~rl ~~~~~~~~~~~~~~~~~~~~~~ ~ ~ - - ~ · · ~ ~ c ~ 5 " 3 mN~~m~N~mrlNmNrl~~N~~~~~ mmoooo~~mooom~OOO~rlOmO~~ ~~oooooooooo~oooom~m~oowoooo~oo~~ ~ ~ ~ OW~NMMmOOOM~rlrl~rlOOm~o~~~ N~~O~OO~~~~~~OOMON~~~~ ~~~~~~~~~~~~~~~~~~~~~~ ~ · ~ MO~~~~~ON~O~M~~~N~N~O~ ~NMN~NMN~M~M~NN~M~OM~M ~~~~~~~~~~~~~~~~~~~~~~ c o ~ ~ · " a ~OOOOOOOOOOOOOOOOOOOO~ ~ooooooooooooooooooo~~ ~~~~~~~~~~~~~~~~~~~~ OOOOOOOOOOOOOOOOOOOOO~ ooooooooooooooooooooo~ ~ ............................................ ~ ~~~~~~~O~NM~~~~~~O~NM~ .~ ~~~~~~~OOOOOOOOOO~~~~~ 8 ............................................ NNNNNNNMMMMMMMM~~MMMMM ~~~~~~~M~~~~~M~M~~~~~~ NNNNNNNNNNNNNNNNNNNNNN 0000000000000000000000 N ~ - ~ M o ~ ~~~~~~~~~~~~~~~~~~~~~~ ~ ~ œ œ ~ œ œ œ œ œ œ œ œ œ œ œ œ œ œ œ œ œ œ ~t~~~~~~~~~~~~~~~~~~~~~~ p ~~~~~~~~~~~~~~~~~~~~~~ M~M~~M~~~M~M~~~~MM~~M~ ~ ~ ~ > ~ M ~ ~ £ ~ ~ ~ ~ ~ M ~ ~ M ~j .z ~ 0000000000000000000000 ã ~ ~ · u o ~ œ 0000000000000000000000 ~ ~ ~ C:\LARDAV\SLMUTIL\14FEB_12.bin Time History Data Sample Period (see) : 5.000 Meas Site Location Number Date Time Level Lrnax SEL --------------------------------------------------------------- Run Key 0 0 14Feb 02 12,53,00 67.2 70.6 74.2 0 0 14Feb 02 12,53,05 75.3 79.5 82.3 0 0 14Feb 02 12,53,10 75.4 79.3 82.4 0 0 14Feb 02 12,53,15 75.1 76.8 82.1 0 0 14Feb 02 12,53,20 74.6 76.3 81. 5 0 0 14Feb 02 12,53,25 72.8 75.2 79.7 0 0 14Feb 02 12,53,30 75.7 78.6 82.7 0 0 14Feb 02 12,53,35 75.7 78.6 82.7 0 0 14Feb 02 12,53,40 75.9 79.8 82.9 0 0 14Feb 02 12,53,45 69.2 74.6 76.2 0 0 14Feb 02 12,53,50 71. 2 75.6 78.2 0 0 14Feb 02 12,53,55 74.6 77.0 81.6 0 0 14Feb 02 12,54,00 73.8 77.0 80.7 0 0 14Feb 02 12:54:05 72.3 76.6 79.3 0 0 14Feb 02 12:54:10 69.0 77.8 76.0 0 0 14Feb 02 12: 54: 15 76.5 79.2 83.5 0 0 14Feb 02 12:54:20 73.0 77.1 80.0 0 0 14Feb 02 12,54,25 71. 6 74.3 78.6 0 0 14Feb 02 12,54,30 74.9 78.8 81.9 0 0 14Feb 02 12,54,35 71.3 74.3 78.2 0 0 14Feb 02 12,54,40 70.0 75.8 77 .0 0 0 14Feb 02 12:54:45 62.6 64.5 69.6 0 0 14Feb 02 12,54,50 60.6 62.8 67.6 0 0 14Feb 02 12,54,55 66.4 70.8 73.4 0 0 14Feb 02 12,55,00 67.4 70.6 74.4 0 0 14Feb 02 12,55,05 62.6 64.3 69.6 0 0 14Feb 02 12,55,10 73.7 79.3 80.7 0 0 14Feb 02 12,55,15 76.1 78.7 83.1 0 0 14Feb 02 12:55:20 76.9 80.6 83.9 0 0 14Feb 02 12,55,25 76.0 78.5 83.0 0 0 14Feb 02 12,55,30 74.7 76.7 81.7 0 0 14Feb 02 12:55:35 74.9 76.3 81.9 0 0 14Feb 02 12:55:40 71.5 73.8 78.5 0 0 14Feb 02 12,55,45 72.2 73.7 79.2 0 0 14Feb 02 12,55,50 69.1 72.2 76.0 0 0 14Feb 02 12,55,55 74.3 77.4 81. 3 0 0 14Feb 02 12,56,00 76.0 80.4 83.0 0 0 14Feb 02 12:56:05 73.3 77.2 80.3 0 0 14Feb 02 12:56:10 67.4 71.3 74.4 0 0 14Feb 02 12,56,15 72.3 77.2 79.3 0 0 14Feb 02 12,56,20 72.4 75.6 79.4 0 0 14Feb 02 12,56,25 66.4 71.7 73.4 0 0 14Feb 02 12,56,30 70.1 72.0 77.1 0 0 14Feb 02 12:56:35 75.2 80.5 82.2 0 0 14Feb 02 12:56:40 71.6 74.7 78.5 0 0 14Feb 02 12,56,45 74.2 77.1 81.2 0 0 14Feb 02 12,56,50 71.9 76.4 78.9 0 0 14Feb 02 12,56,55 63.4 65.0 70.4 0 0 14Feb 02 12,57,00 68.0 73.1 75.0 0 0 14Feb 02 12,57,05 63.8 66.9 70.8 0 0 14Feb 02 12,57,10 67.3 69.7 74.3 0 0 14Feb 02 12:57:15 82.4 88.9 89.4 0 0 14Feb 02 12,57,20 72.6 77.1 79.5 0 0 14Feb 02 12,57,25 75.1 78.1 82.1 0 0 14Feb 02 12,57,30 73.3 74.7 80.2 0 0 14Feb 02 12,57,35 75.2 79.0 82.2 0 0 14Feb 02 12:57:40 77.4 81. 6 84.4 0 0 14Feb 02 12:57:45 74.6 76.1 81.6 0 0 14Feb 02 12,57,50 75.0 77.5 82.0 0 0 14Feb 02 12,57,55 73.0 75.5 80.0 0 0 14Feb 02 12,58,00 79.2 86.6 86.2 0 0 14Feb 02 12,58,05 74.2 77.3 81.2 0 0 14Feb 02 12,58,10 70.3 74.3 77.3 0 0 14Feb 02 12,58,15 70.6 73.8 77.6 0 0 14Feb 02 12,58,20 69.1 74.1 76.1 0 0 14Feb 02 12,58,25 69.5 72.4 76.5 0 0 14Feb 02 12,58,30 73.6 78.9 80.6 0 0 14Feb 02 12:58:35 67.8 73.8 74.8 0 0 14Feb 02 12:58:40 70.9 77.5 77.9 3583nIMeasureIMeter273\TIMEHIST .TXT 03/01/02 11:55 AM 0 0 14Feb 02 12 58 45 70.5 74.5 77.5 0 0 14Feb 02 12 58 50 68.8 73.1 75.8 0 0 14Feb 02 12 58 55 68.1 71.5 75.1 0 0 14Feb 02 12 59 00 64.6 66.4 71.5 0 0 14Feb 02 12,59,05 64.3 66.6 71.3 0 0 14Feb 02 12,59,10 66.6 74.9 73.6 0 0 14Feb 02 12:59:15 71.2 76.3 78.2 0 0 14Feb 02 12,59,20 69.8 75.1 76.8 0 0 14Feb 02 12,59,25 73.9 78.3 80.9 0 0 14Feb 02 12:59:30 74.3 78.9 81. 3 0 0 14Feb 02 12,59,35 75.9 78.3 82.9 0 ° 14Feb 02 12,59,40 73.9 75.9 80.9 0 ° 14Feb 02 12,59,45 75.4 83.7 82.4 0 0 14Feb 02 12,59,50 77.1 84.2 84.0 0 ° 14Feb 02 12:59:55 71.8 73.9 78.8 0 ° 14Feb 02 13,00,00 68.3 71. 4 75.3 ° ° 14Feb 02 13:00:05 67.4 70.3 74.4 0 ° 14Feb 02 13,00,10 67.8 70.0 74.8 ° ° 14Feb 02 13,00,15 66.7 68.8 73.7 0 ° 14Feb 02 13,00,20 67.0 70.0 74.0 0 ° 14Feb 02 13,00,25 70.6 75.8 77.6 0 ° 14Feb 02 13,00,30 68.8 72.7 75.7 0 ° 14Feb 02 13,00,35 75.0 79.4 82.0 ° ° 14Feb 02 13,00,40 74.5 79.4 81.4 ° ° 14Feb 02 13:00:45 73.0 76.7 80.0 ° ° 14Feb 02 13,00,50 74.6 78.3 81. 6 ° ° 14Feb 02 13,00,55 75.4 78.4 82.4 ° ° 14Feb 02 13,01,00 74.4 80.9 81.4 ° ° 14Feb 02 13:01:05 66.1 68.9 73.1 ° ° 14Feb 02 13,01,10 59.7 62.9 66.7 0 0 14Feb 02 13,01,15 59.9 61.1 66.9 ° 0 14Feb 02 13,01,20 63.1 70.4 70.1 ° 0 14Feb 02 13,01,25 71.7 78.3 78.7 ° ° 14Feb 02 13:01:30 62.9 64.6 69.9 ° ° 14Feb 02 13,01,35 70.5 75.9 77.5 0 ° 14Feb 02 13,01,40 72.5 76.9 79.5 ° ° 14Feb 02 13,01,45 76.0 77.6 83.0 0 ° 14Feb 02 13,01,50 73.2 75.9 80.2 0 ° 14Feb 02 13:01:55 72.5 75.8 79.4 0 0 14Feb 02 13:02:00 73.7 78.4 80.7 0 ° 14Feb 02 13,02,05 72.8 77.4 79.8 0 0 14Feb 02 13,02,10 76.9 79.7 83.9 0 ° 14Feb 02 13,02,15 75.0 77.7 82.0 0 0 14Feb 02 13,02,20 74.6 78.4 81.5 0 ° 14Feb 02 13,02,25 74.3 79.2 81.3 0 0 14Feb 02 13,02,30 71.6 76.1 78.6 0 0 14Feb 02 13,02,35 65.1 66.3 72.1 0 ° 14Feb 02 13,02,40 69.1 71.7 76.1 0 0 14Feb 02 13,02,45 72.6 75.9 79.6 0 0 14Feb 02 13,02,50 72.8 75.1 79.8 0 0 14Feb 02 13,02,55 73.6 80.1 80.6 0 0 14Feb 02 13,03,00 74.1 78.2 81.1 ° 0 14Feb 02 13,03,05 75.2 80.5 82.2 0 0 14Feb 02 13,03,10 70.7 76.8 77.7 0 0 14Feb 02 13,03,15 62.7 64.6 69.7 0 0 14Feb 02 13,03,20 62.7 64.6 69.7 0 0 14Feb 02 13,03,25 70.5 79.6 77.5 0 0 14Feb 02 13,03,30 82.7 90.2 89.7 0 0 14Feb 02 13,03,35 73.4 78.7 80.4 0 0 14Feb 02 13,03,40 74.9 78.7 81. 9 0 0 14Feb 02 13,03,45 76.6 79.7 83.5 ° 0 14Feb 02 13,03,50 78.2 82.8 85.2 ° ° 14Feb 02 13,03,55 75.6 77.3 82.6 ° 0 14Feb 02 13:04:00 75.2 77.6 82.2 0 ° 14Feb 02 13:04:05 75.1 77.4 82.1 0 0 14Feb 02 13,04,10 77.8 79.9 84.8 0 ° 14Feb 02 13,04,15 71.7 77.3 78.7 0 ° 14Feb 02 13,04,20 74.8 78.4 81.8 0 ° 14Feb 02 13,04,25 69.8 73.7 76.8 0 ° 14Feb 02 13:04:30 63.3 65.3 70.3 0 0 14Feb 02 13,04,35 67.2 73.1 74.2 0 0 14Feb 02 13,04,40 68.6 74.7 75.6 0 0 14Feb 02 13,04,45 72.0 76.2 79.0 0 0 14Feb 02 13,04,50 73.7 78.6 80.7 ° 0 14Feb 02 13,04,55 73.7 78.3 80.7 ° 0 14Feb 02 13,05,00 87.8 95.2 94.8 3583nIMeasureIMeter273\TIMEHIST.TXT 03/01/02 11:55 AM ° ° 14Feb 02 13:05:05 76.2 81.8 83.2 ° ° 14Feb 02 13,05,10 71.9 74.7 78.9 ° ° 14Feb 02 13:05:15 72.0 77.2 79.0 ° ° 14Feb 02 13:05:20 65.7 71.2 72.7 ° ° 14Feb 02 13:05:25 72.1 78.3 79.1 0 0 14Feb 02 13,05,30 63.5 67.0 70.4 0 0 14Feb 02 13,05,35 72.3 76.3 79.3 0 0 14Feb 02 13,05,40 71.6 76.6 78.6 0 0 14Feb 02 13 ,05,45 71.9 77.2 78.9 ° ° 14Feb 02 13:05:50 76.6 83.7 83.5 0 ° 14Feb 02 13,05,55 73.2 75.3 80.2 0 0 14Feb 02 13,06,00 75.3 77.2 82.3 ° ° 14Feb 02 13:06:05 75.6 78.1 82.6 0 ° 14Feb 02 13:06:10 74.5 78.1 81. 5 ° ° 14Feb 02 13:06:15 73.6 75.2 80.6 0 0 14Feb 02 13,06,20 72.4 77.1 79.4 0 0 14Feb 02 13,06,25 69.3 70.8 76.3 0 0 14Feb 02 13,06,30 68.3 70.8 75.3 ° ° 14Feb 02 13:06:35 70.2 74.3 77.2 0 ° 14Feb 02 13:06:40 73.9 77.3 80.9 0 0 14Feb 02 13,06,45 74.0 77.6 80.9 0 0 14Feb 02 13,06,50 69.5 75.0 76.4 0 ° 14Feb 02 13,06,55 69.5 72.0 76.5 0 0 14Feb 02 13:07:00 72.9 77.3 79.9 0 ° 14Feb 02 13,07,05 73.8 79.1 80.8 0 0 14Feb 02 13,07,10 69.4 70.8 76.4 0 0 14Feb 02 13,07,15 73.0 77.1 80.0 0 0 14Feb 02 13:07:20 71.8 75.5 78.8 ° ° 14Feb 02 13,07,25 72.9 78.1 79.9 ° ° 14Feb 02 13:07:30 66.8 68.3 73.8 0 0 14Feb 02 13,07,35 62.7 65.5 69.7 0 0 14Feb 02 13,07,40 63.6 67.3 70.6 0 ° 14Feb 02 13,07,45 74.8 78.0 81.8 0 0 14Feb 02 13:07:50 73.9 77.6 80.9 ° ° 14Feb 02 13:07:55 75.2 80.6 82.2 0 0 14Feb 02 13,08,00 76.2 80.0 83.2 ° 0 14Feb 02 13,08,05 72.7 77.5 79.7 0 0 14Feb 02 13,08,10 75.2 79.7 82.2 0 0 14Feb 02 13,08,15 72.9 76.0 79.9 0 0 14Feb 02 13,08,20 74.2 81.0 81.2 0 0 14Feb 02 13,08,25 81.4 86.6 88.4 0 0 14Feb 02 13,08,30 73.6 76.8 80.6 0 0 14Feb 02 13,08,35 76.9 80.7 83.9 ° 0 14Feb 02 13,08,40 75.1 78.0 82.1 ° ° 14Feb 02 13,08,45 74.1 76.7 81.1 ° 0 14Feb 02 13,08,50 76.4 81.0 83.4 ° 0 14Feb 02 13,08,55 74.5 77.8 81.4 0 ° 14Feb 02 13,09,00 66.0 72.3 73.0 0 0 14Feb 02 13,09,05 73.2 76.6 80.2 0 ° 14Feb 02 13,09,10 75.1 80.6 82.1 ° 0 14Feb 02 13,09,15 77.1 81.2 84.1 0 0 14Feb 02 13,09,20 73.9 79.0 80.9 0 ° 14Feb 02 13,09,25 75.1 81.2 82.1 0 0 14Feb 02 13,09,30 69.2 73.7 76.2 ° 0 14Feb 02 13,09,35 72.1 77.1 79.1 0 0 14Feb 02 13,09,40 64.2 68.5 71.2 ° ° 14Feb 02 13,09,45 65.4 67.2 72.4 0 0 14Feb 02 13,09,50 74.5 81.1 81.5 ° 0 14Feb 02 13,09,55 73.8 79.6 80.8 0 0 14Feb 02 13,10,00 66.3 74.1 73.3 ° 0 14Feb 02 13,10,05 76.7 80.6 83.7 ° ° 14Feb 02 13,10,10 77.6 80.1 84.5 0 0 14Feb 02 13,10,15 75.1 77.9 82.0 ° ° 14Feb 02 13,10,20 76.3 78.5 83.3 0 0 14Feb 02 13,10,25 74.7 77.5 81.7 0 0 14Feb 02 13,10,30 74.8 76.7 81.8 ° 0 14Feb 02 13,10,35 73.1 75.3 80.1 ° 0 14Feb 02 13,10,40 73.6 75.7 80.5 0 0 14Feb 02 13,10,45 72.8 76.2 79.8 0 0 14Feb 02 13,10,50 74.1 77.2 81.1 0 ° 14Feb 02 13,10,55 73.4 76.8 80.4 ° 0 14Feb 02 13,11,00 66.5 70.4 73.5 0 0 14Feb 02 13,11,05 62.5 67.9 69.5 ° 0 14Feb 02 13,11,10 70.5 76.4 77 .5 ° 0 14Feb 02 13:11:15 66.8 71.7 73.7 ° 0 14Feb 02 13:11:20 75.7 79.5 82.7 3583n\Measure\Meter273\TIMEHIST. TXT 03/01/02 11 :55 AM 0 0 14Feb 02 13:11:25 72.8 76.0 79.8 0 0 14Feb 02 13,11,30 70.5 73.9 77.5 0 0 14Feb 02 13:11:35 68.0 71.1 75.0 0 0 14Feb 02 13,11,40 60.8 62.9 67.8 0 0 14Feb 02 13,11,45 64.4 68.1 71.4 0 0 14Feb 02 13,11,50 71.2 74.7 78.2 0 0 14Feb 02 13:11:55 71. 0 75.0 78.0 0 0 14Feb 02 13,12,00 64.1 68.4 71.1 0 0 14Feb 02 13,12,05 71.9 75.2 78.9 0 0 14Feb 02 13,12,10 73.4 78.9 80.4 0 0 14Feb 02 13,12,15 76.9 80.4 83.9 0 0 14Feb 02 13:12:20 76.0 78.0 83.0 0 0 14Feb 02 13:12:25 74.1 77.7 81.1 0 0 14Feb 02 13,12,30 74.5 76.7 81.5 0 0 14Feb 02 13,12,35 75.3 79.2 82.3 0 0 14Feb 02 13,12,40 74.2 75.4 81.2 0 0 14Feb 02 13:12:45 71.7 76.6 78.7 0 0 14Feb 02 13:12:50 71.5 75.0 78.5 0 0 14Feb 02 13,12,55 68.6 73.0 75.6 0 0 14Feb 02 13,13,00 64.9 65.1 71.9 Stop Key Run Key C:\LARDAV\SLMUTIL\14FEB_12.bin Time History Data Sample Period (see) : 5.000 Meas Site Location Number Date Time Level Lm.x SEL --------------------------------------------------------------- 0 0 14Feb 02 13:18:48 73.9 77.4 80.9 Stop Key 3583n\Measure\Meter273\TIMEHIST. TXT 03/01102 II :55 AM . " ~ ~ ~ œ " o H o .- n N ~ rtJ' "' .. .. ~ / ,., H .. 3 '" ~ :¡ / u ~~~N~W~~~~~~MN~~~~oommO.~M~m o ........................... ~ ~~~~~~wmm~~~~mom~m~~~m~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~ ,., m~~m~~~~~~m~m~~omm~~m~MOOOO~~ M ........................... M ~ooo~ooomoom~oooo~ooomooooooooom~oo~moo ~~~~~~~~~~~~~~~~~w~~~~~~~~~ ,., ~~N~OOOO~rlmOmN~rl~~~OmMM~~mrlM o ........................... rl ~mNmrlOOOrlOOOmOmNOrlOOrlOrlOOOOOrlm ~~~~~~~~~~~~~~~~~~~~~~~~~~~ ,., ~OOM~~~M~~rl~~mrl~N~OOOOOOmOrlO~~~ ~ ........................... ~mMOrlOrlOMOOOOOMrl~OOMONmrlmrlm ~~~~~~~~~~~~~~~~~~~~~~~~~~~ ,., -" ~ o~mo~o~o~~oo~ooooo~o~o~oo~~o · . . . . . . . . . . . . . . . . . . . . . . . . . . o~mo~o~o~~oo~ooo~~o~o~oo~~o mm m m mm m om m m mm ~ ~NNNNONO~~NM~~OO~NMOONNomN~~M -" · œ '" · . . . . . . . . . . . . . . . . . . . . . . . . . . ~ ~~~~~~~M~~~~~M~~OOMMO~~M~M~O ~~~~~~~oo~oo~~~~oooo~~~~~~~~~~oo o .- .5 on '!1 - - OMM~M~~~MN~~~M~~~~M~~~~~M~~ · . . . . . . . . . . . . . . . . . . . . . . . . . . ~~~M~NNM~NMMO~M~NMM~MMNMMM~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~ x ~ ~MN~O~~~~M~~~MMmOOO~~~N~NNM~ · . . . . . . . . . . . . . . . . . . . . . . . . . . ~M~MMMNM~~MMMMOONONNOONMMNON~ ~~~~~~~~~~~~~~~~oo~~~~~~~~~~ ~~~M~~~~~O~~~ONN~Mm~mM~MMMO ~ ........................... ~ ~~~~~~~~~~~~~~oo~~~~oo~~~~~~~ 00 ~~oo~oooooooo~oooooooooooo~oooooooooooooooooooo~ ~oo~~~~~N~NMmMN~~m~N~MM~MM~N ~ ........................... ~ ~~m~m~oooo~~oo~~ooooom~ooo~m~oo~oo~ ~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~ C N~OOOOOooooooooooooooooooooo o ........................... .~ Mmooooooooooooooooooooooooo µ ~~~~~~~~~~~~~~~~~~~~~~~~~ · " ¡¡ ~ .- .. 0000000000000000000000000000 MOOOOOOoooooooooooooooooooo .. .. .. .. .. .. .. " .. .. .. .. " .. .. .. .. .. .. .. .. .. .. .. .. .. .. mOMNM~~~~~mOMNM~~~~~moMNM~~ ~~~~~~~~~~~ooOOOOOOOOMMMMMM N SO< ê '" o .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. NNNNNNNNNNNMMMMMMMMMMMMMMMM MMMMMMMMMMMMMMMMMMMMMMMMMMM NNNNNNNNNNNNNNNNNNNNNNNNNNN 000000000000000000000000000 œ " · " ~~~~nnn~~~~n~nnnnn~nn~nn~~n Q.I ~ Q.I ~ IV IV IV IV IV IV IV ~ IV IV IV CU CU CU CU CU CU CU CU CU CU CU CU ~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~ MMMMMMMMMMMMMMMMMMMMMMMMMMM s ~ ~ ~ ¡¡! r-- <;::! £ " ~ :0 3 ;g " '" 00 on '" " œ ~§ œ" '" 000000000000000000000000000 o o .- " · U o ,., œ " .- '" 000000000000000000000000000 C:\LARDAV\SLMUTIL\14FEB_12.bin Time History Data Sample Period (see) : 5.000 Meas Site Location Number Date Time Level Lmax SEL --------------------------------------------------------------- Run Key 0 0 14Feb 02 12,50,00 68.2 69.4 75.2 0 0 14Feb 02 12:50:05 67.0 68.4 74.0 0 0 14Feb 02 12,50,10 66.5 67.7 73.5 0 0 14Feb 02 12,50,15 68.3 69.9 75.2 0 0 14Feb 02 12,50,20 68.9 70.4 75.9 0 0 14Feb 02 12:50:25 67.9 68.7 74.9 0 0 14Feb 02 12,50,30 68.3 69.6 75.3 0 0 14Feb 02 12:50:35 66.9 69.1 73.9 0 0 14Feb 02 12,50,40 67.9 69.6 74.9 0 0 14Feb 02 12,50,45 67.0 69.4 74.0 0 0 14Feb 02 12,50,50 68.6 69.7 75.6 0 0 14Feb 02 12,50,55 68.5 72.0 75.5 0 0 14Feb 02 12:51:00 71.3 72.6 78.3 0 0 14Feb 02 12,51,05 70.0 70.9 77 .0 0 0 14Feb 02 12,51,10 71.1 74.7 78.0 0 0 14Feb 02 12,51,15 73.8 76.2 80.8 0 0 14Feb 02 12:51:20 70.0 71. 5 77.0 0 0 14Feb 02 12,51,25 70.5 71.6 77.5 0 0 14Feb 02 12,51,30 68.5 70.0 75.5 0 0 14Feb 02 12,51,35 66.7 68.4 73.7 0 0 14Feb 02 12,51,40 68.0 70.1 75.0 0 0 14Feb 02 12,51,45 66.8 68.6 73.8 0 0 14Feb 02 12,51,50 67.7 70.2 74.7 0 0 14Feb 02 12,51,55 67.6 69.1 74.6 0 0 14Feb 02 12,52,00 67.4 69.0 74.4 0 0 14Feb 02 12,52,05 67.2 69.9 74.2 0 0 14Feb 02 12,52,10 70.5 71.8 77.5 0 0 14Feb 02 12,52,15 69.0 70.5 76.0 0 0 14Feb 02 12,52,20 67.6 68.4 74.6 0 0 14Feb 02 12,52,25 68.4 69.2 75.3 0 0 14Feb 02 12,52,30 68.0 69.1 75.0 0 0 14Feb 02 12,52,35 66.6 67.4 73.6 0 0 14Feb 02 12,52,40 65.6 67.5 72.6 0 0 14Feb 02 12:52:45 64.6 65.8 71. 6 0 0 14Feb 02 12,52,50 65.5 66.9 72.5 0 0 14Feb 02 12,52,55 65.6 67.0 72.6 0 0 14Feb 02 12,53,00 67.9 69.3 74.9 0 0 14Feb 02 12:53:05 71.3 73.0 78.3 0 0 14Feb 02 12:53:10 70.4 72.4 77.4 0 0 14Feb 02 12,53,15 70.4 71.4 77.4 0 0 14Feb 02 12,53,20 70.4 71.3 77 .4 0 0 14Feb 02 12,53,25 69.9 71.4 76.9 0 0 14Feb 02 12,53,30 70.6 71.4 77.6 0 0 14Feb 02 12,53,35 70.1 71.0 77.0 0 0 14Feb 02 12,53,40 69.8 70.9 76.8 0 0 14Feb 02 12,53,45 67.4 68.5 74.4 0 0 14Feb 02 12,53,50 67.8 69.3 74.8 0 0 14Feb 02 12,53,55 68.7 69.8 75.7 0 0 14Feb 02 12,54,00 67.4 68.5 74.4 0 0 14Feb 02 12,54,05 68.4 69.9 75.4 0 0 14Feb 02 12,54,10 67.4 69.8 74.3 0 0 14Feb 02 12,54,15 70.4 71.9 77.4 0 0 14Feb 02 12,54,20 69.5 71.5 76.5 0 0 14Feb 02 12,54,25 68.7 70.0 75.7 0 0 14Feb 02 12,54,30 68.8 70.0 75.7 0 0 14Feb 02 12,54,35 68.3 69.5 75.2 0 0 14Feb 02 12,54,40 66.4 68.5 73.4 0 0 14Feb 02 12,54,45 64.4 65.6 71.4 0 0 14Feb 02 12,54,50 64.1 65.6 71.1 0 0 14Feb 02 12,54,55 65.2 67.0 72.2 0 0 14Feb 02 12,55,00 65.9 67.0 72.9 0 0 14Feb 02 12,55,05 64.9 67.1 71.9 0 0 14Feb 02 12:55:10 69.0 70.8 76.0 0 0 14Feb 02 12,55,15 70.4 71.4 77 .4 0 0 14Feb 02 12,55,20 70.8 72.6 77 .8 0 0 14Feb 02 12,55,25 69.7 70.6 76.7 0 0 14Feb 02 12,55,30 69.8 71.2 76.8 0 0 14Feb 02 12,55,35 70.5 71.4 77.5 0 0 14Feb 02 12,55,40 66.8 68.6 73.8 3583nIMeasureIMeter274\TIMEHIST .TXT 03/01/02 11:55 AM 0 0 14Feb 02 12:55:45 66.3 67.3 73.3 0 0 14Feb 02 12,55,50 66.0 66.9 73.0 0 0 14Feb 02 12,55,55 68.5 69.8 75.5 0 0 14Feb 02 12,56,00 70.1 71.3 77 .0 0 0 14Feb 02 12,56,05 68.4 69.5 75.3 0 0 14Feb 02 12:56:10 66.8 68.8 73.8 0 0 14Feb 02 12,56,15 66.9 68.8 73.9 0 0 14Feb 02 12,56,20 67.5 68.9 74.5 0 0 14Feb 02 12,56,25 64.9 66.7 71.9 0 0 14Feb 02 12,56,30 67.3 68.9 74.2 0 0 14Feb 02 12,56,35 68.9 70.4 75.8 0 0 14Feb 02 12,56,40 69.0 69.8 76.0 0 0 14Feb 02 12,56,45 70.1 71.7 77.1 0 0 14Feb 02 12,56,50 68.6 70.5 75.6 0 0 14Feb 02 12,56,55 65.6 68.0 72.6 0 0 14Feb 02 12:57:00 66.3 67.7 73.3 0 0 14Feb 02 12:57:05 66.3 68.1 73.2 0 0 14Feb 02 12:57:10 66.9 70.3 73.9 0 0 14Feb 02 12,57,15 74.4 77.4 81.4 0 0 14Feb 02 12,57,20 69.3 70.8 76.2 0 0 14Feb 02 12:57:25 69.2 69.9 76.2 0 0 14Feb 02 12:57:30 68.8 70.0 75.8 0 0 14Feb 02 12,57,35 69.1 70.6 76.1 0 0 14Feb 02 12,57,40 70.0 71.1 77.0 0 0 14Feb 02 12,57,45 68.7 70.6 75.7 0 0 14Feb 02 12,57,50 70.3 72.0 77.2 0 0 14Feb 02 12,57,55 69.3 70.6 76.3 0 0 14Feb 02 12,58,00 70.9 74.3 77.9 0 0 14Feb 02 12,58,05 68.2 69.1 75.2 0 0 14Feb 02 12,58,10 67.2 68.8 74.2 0 0 14Feb 02 12:58:15 66.6 67.9 73.6 0 0 14Feb 02 12,58,20 65.3 66.8 72.3 0 0 14Feb 02 12,58,25 66.4 68.9 73.4 0 0 14Feb 02 12:58:30 68.2 68.9 75.2 0 0 14Feb 02 12:58:35 64.6 66.7 71. 6 0 0 14Feb 02 12,58,40 65.3 67.7 72.3 0 0 14Feb 02 12,58,45 65.8 66.9 72.8 0 0 14Feb 02 12,58,50 66.4 68.1 73.4 0 0 14Feb 02 12:58:55 66.6 68,4 73.6 0 0 14Feb 02 12:59:00 65.5 66.6 72.5 0 0 14Feb 02 12,59,05 64.8 67.1 71.7 0 0 14Feb 02 12,59,10 65.7 68.0 72.7 0 0 14Feb 02 12,59,15 67.4 68.7 74.4 0 0 14Feb 02 12,59,20 67.0 68.2 74.0 0 0 14Feb 02 12,59,25 69.2 70.6 76.2 0 0 14Feb 02 12,59,30 69.5 71.1 76.5 0 0 14Feb 02 12,59,35 69.7 70.8 76.7 0 0 14Feb 02 12,59,40 69.0 70.1 76.0 0 0 14Feb 02 12,59,45 69.3 71.6 76.2 0 0 14Feb 02 12,59,50 69.1 71.6 76.1 0 0 14Feb 02 12,59,55 67.2 68.6 74.2 0 0 14Feb 02 13,00,00 65.3 66.0 72.2 0 0 14Feb 02 13,00,05 65.4 67.5 72.4 0 0 14Feb 02 13,00,10 66.3 67.6 73.3 0 0 14Feb 02 13,00,15 65.7 67.5 72.7 0 0 14Feb 02 13,00,20 66.3 67.6 73.2 0 0 14Feb 02 13:00:25 67.1 67.8 74.0 0 0 14Feb 02 13,00,30 68.0 69.3 75.0 0 0 14Feb 02 13,00,35 69.0 70.5 76.0 0 0 14Feb 02 13,00,40 69.1 71.3 76.1 0 0 14Feb 02 13:00:45 69.0 70.7 76.0 0 0 14Feb 02 13,00,50 69.9 71.7 76.9 0 0 14Feb 02 13,00,55 69.9 71.7 76.9 0 0 14Feb 02 13,01,00 66.9 69.0 73.9 0 0 14Feb 02 13,01,05 63.3 65.0 70.3 0 0 14Feb 02 13,01,10 62.2 67.1 69.2 0 0 14Feb 02 13,01,15 62.3 64.2 69.3 0 0 14Feb 02 13,01,20 65.1 69.1 72.1 0 0 14Feb 02 13,01,25 67.3 68.7 74.3 0 0 14Feb 02 13,01,30 64.2 65.4 71.2 0 0 14Feb 02 13,01,35 67.1 69.1 74.1 0 0 14Feb 02 13,01,40 69.5 71.6 76.5 0 0 14Feb 02 13,01,45 70.9 71.6 77.9 0 0 14Feb 02 13,01,50 68.7 71.0 75.7 0 0 14Feb 02 13:01:55 67.6 69.0 74.6 0 0 14Feb 02 13:02:00 67.5 68.6 74.5 3583n\Measure\Meter274\TIMEHIST. TXT 03/0 1/02 II :55 AM 0 0 14Feb 02 13,02,05 67.6 69.2 74.6 0 0 14Feb 02 13,02,10 70.1 71.1 77.1 0 0 14Feb 02 13:02:15 68.8 70.2 75.8 0 0 14Feb 02 13 :02:20 68.7 69.7 75.7 0 0 14Feb 02 13,02,25 68.5 69.4 75.5 0 0 14Feb 02 13,02:30 67.4 68.5 74.3 0 0 14Feb 02 13,02,35 66.3 67.2 73.3 0 0 14Feb 02 13:02:40 67.6 68.9 74.6 0 0 14Feb 02 13,02,45 68.5 69.5 75.5 0 0 14Feb 02 13:02:50 68.6 70.9 75.6 0 0 14Feb 02 13,02,55 67.2 69.0 74.2 0 0 14Feb 02 13,03,00 69.0 71.1 76.0 0 0 14Feb 02 13 ,03 , 05 70.1 71.4 77.1 0 0 14Feb 02 13,03,10 68.5 70.1 75.5 0 0 14Feb 02 13,03:15 68.6 73.6 75.6 0 0 14Feb 02 13,03,20 65.3 68.2 72.3 0 0 14Feb 02 13,03,25 71.0 76.8 78.0 0 0 14Feb 02 13,03:30 74.1 78.1 81.1 0 0 14Feb 02 13:03:35 70.3 72.2 77.3 0 0 14Feb 02 13:03:40 70.9 72.6 77.9 0 0 14Feb 02 13,03,45 71. 0 72.0 78.0 0 0 14Feb 02 13,03,50 71. 0 72 .3 78.0 0 0 14Feb 02 13,03,55 70.3 71.0 77.3 0 0 14Feb 02 13:04:00 69.4 70.3 76.4 0 0 14Feb 02 13,04,05 68.8 69.8 75.8 0 0 14Feb 02 13,04,10 71.3 72.9 78.3 0 0 14Feb 02 13,04,15 67.3 69.8 74.3 0 0 14Feb 02 13,04,20 67.9 69.0 74.9 0 0 14Feb 02 13,04,25 66.8 68.1 73.8 0 0 14Feb 02 13,04,30 66.4 68.4 73.3 0 0 14Feb 02 13,04,35 66.8 68.4 73.8 0 0 14Feb 02 13,04,40 66.2 67.3 73.2 0 0 14Feb 02 13,04,45 67.8 69.0 74.8 0 0 14Feb 02 13,04,50 69.1 70.6 76.1 0 0 14Feb 02 13,04,55 70.0 70.7 77.0 0 0 14Feb 02 13,05,00 77.0 80.8 84.0 0 0 14Feb 02 13,05,05 71.2 73.0 78.2 0 0 14Feb 02 13:05,10 68.8 70.0 75.8 0 0 14Feb 02 13:05:15 67.5 68.9 74.5 0 0 14Feb 02 13:05:20 65.6 67.6 72.6 0 0 14Feb 02 13:05:25 65.5 68.0 72.5 0 0 14Feb 02 13,05,30 63.8 65.9 70.8 0 0 14Feb 02 13,05,35 66.6 68.5 73.6 0 0 14Feb 02 13:05,40 66.1 67.1 73.0 0 0 14Feb 02 13,05,45 66.7 68.3 73.7 0 0 14Feb 02 13,05,50 69.1 71.4 76.1 0 0 14Feb 02 13,05,55 69.2 70.3 76.2 0 0 14Feb 02 13,06:00 70.2 71.1 77.2 0 0 14Feb 02 13,06:05 69.7 70.8 76.7 0 0 14Feb 02 13,06,10 68.7 69.6 75.7 0 0 14Feb 02 13,06,15 68.2 71.1 75.2 0 0 14Feb 02 13,06,20 70.1 72.0 77.0 0 0 14Feb 02 13,06,25 67.4 68.6 74.3 0 0 14Feb 02 13:06:30 65.8 67.3 72.8 0 0 14Feb 02 13:06:35 67,7 70.3 74.7 0 0 14Feb 02 13,06,40 68.8 70.1 75.8 0 0 14Feb 02 13,06,45 68.2 69.5 75.2 0 0 14Feb 02 13,06,50 65.5 68.3 72.5 0 0 14Feb 02 13,06,55 66.5 67.5 73.5 0 0 14Feb 02 13,07,00 67.3 68.1 74.2 0 0 14Feb 02 13,07,05 68.7 69.9 75.7 0 0 14Feb 02 13:07,10 67.4 68.5 74.3 0 0 14Feb 02 13,07,15 69.0 70.2 76.0 0 0 14Feb 02 13:07:20 67.7 68.5 74.7 0 0 14Feb 02 13 ,07,25 68.7 69.7 75.7 0 0 14Feb 02 13,07,30 66.3 67.7 73.3 0 0 14Feb 02 13:07:35 64.4 66.4 71.4 0 0 14Feb 02 13,07,40 65.4 67.7 72.4 0 0 14Feb 02 13,07,45 70.5 72.5 77 .5 0 0 14Feb 02 13,07,50 69.2 71.7 76.2 0 0 14Feb 02 13:07:55 69.9 72.4 76.9 0 0 14Feb 02 13:08:00 70.8 72.4 77.7 0 0 14Feb 02 13:08:05 69.6 71. 0 76.5 0 0 14Feb 02 13,08,10 69.8 70.8 76.8 0 0 14Feb 02 13:08:15 70.8 71.8 77.7 0 0 14Feb 02 13 ,08:20 70.7 73.5 77.7 3583nIMeasureIMeter274\TIMEHIST. TXT 03/01/02 11 :55 AM 0 0 14Feb 02 13,08,25 75.1 78.7 82.1 0 0 14Feb 02 13,08,30 69.3 71.2 76.3 0 0 14Feb 02 13:08:35 70.9 72.0 77.9 0 0 14Feb 02 13:08:40 69.3 70.7 76.3 0 0 14Feb 02 13,08,45 68.4 69.4 75.4 0 0 14Feb 02 13,08,50 69.4 70.8 76.3 0 0 14Feb 02 13,08,55 69.0 69.7 76.0 0 0 14Feb 02 13,09,00 66.0 68.5 73.0 ° ° 14Feb 02 13,09,05 67.7 69.S 74.7 0 0 14Feb 02 13,09,10 70.0 71.4 77 .0 0 0 14Feb 02 13,09,15 70.6 72.5 77.6 0 0 14Feb 02 13,09,20 69.4 70.7 76.4 0 0 14Feb 02 13,09,25 69.2 71.0 76.2 0 0 14Feb 02 13,09,30 67.4 69.7 74.3 0 0 14Feb 02 13,09,35 67.6 68.4 74.6 0 0 14Feb 02 13,09,40 64.9 67.0 71.9 0 0 14Feb 02 13,09,45 65.8 68.2 72.8 0 0 14Feb 02 13:09:50 67.8 69.4 74.8 0 0 14Feb 02 13,09,55 66.8 69.0 73.8 0 0 14Feb 02 13,10,00 65.0 67.8 72.0 0 0 14Feb 02 13,10,05 70.5 72.3 77.5 0 0 14Feb 02 13,10,10 72.1 73.2 79.1 0 0 14Feb 02 13,10,15 70.2 71.4 77.2 0 0 14Feb 02 13,10,20 69.4 70.6 76.4 0 0 14Feb 02 13,10,25 69.4 70.5 76.4 0 0 14Feb 02 13,10,30 68.6 70.0 75.6 0 0 14Feb 02 13 ,10,35 68.7 70.9 75.7 0 0 14Feb 02 13,10,40 69.4 70.9 76.4 0 0 14Feb 02 13,10,45 69.0 70.7 76.0 0 0 14Feb 02 13,10,50 68.3 69.3 75.2 0 0 14Feb 02 13,10,55 68.3 69.4 75.2 0 0 14Feb 02 13,11,00 65.8 68.4 72.8 0 0 14Feb 02 13:11:05 65.3 67.7 72.3 0 0 14Feb 02 13: 11: 10 66.1 66.9 73.1 0 0 14Feb 02 13,11,15 65.4 68.0 72.4 0 0 14Feb 02 13,11,20 69.6 71.8 76.6 0 0 14Feb 02 13:11:25 67.9 69.0 74.9 0 0 14Feb 02 13,11,30 66.6 67.7 73.6 0 0 14Feb 02 13,11,35 65.2 66.4 72.2 0 0 14Feb 02 13,11,40 63.5 64.9 70.5 0 0 14Feb 02 13,11,45 65.4 67.4 72.4 0 0 14Feb 02 13,11,50 67.7 68.7 74.7 0 0 14Feb 02 13:11:55 67.9 69.0 74.9 0 0 14Feb 02 13:12:00 64.9 67.0 71.9 0 0 14Feb 02 13,12,05 66.5 67.4 73.5 0 0 14Feb 02 13,12,10 68.6 70.4 75.6 0 0 14Feb 02 13,12,15 70.5 72.2 77.5 0 0 14Feb 02 13,12,20 70.5 71.7 77 .5 0 0 14Feb 02 13,12,25 68.4 69.7 75.4 0 0 14Feb 02 13,12,30 68.8 70.4 75.8 0 0 14Feb 02 13,12,35 69.2 70.6 76.2 0 0 14Feb D2 13,12,40 68.3 69.5 75.3 0 0 14Feb 02 13,12,45 67.3 67.9 74.3 0 0 14Feb 02 13,12,50 66.8 67.8 73.8 0 0 14Feb 02 13,12,55 66.1 66.9 73.1 0 0 14Feb 02 13,13,00 67.6 70.2 74.6 0 0 14Feb 02 13,13,05 66.8 69.1 73.8 0 0 14Feb 02 13,13,10 66.1 67.4 73.1 0 0 14Feb 02 13:13:15 67.5 69.0 74.5 0 0 14Feb 02 13,13,20 68.7 70.0 75.7 0 0 14Feb 02 13,13,25 68.0 69.7 75.0 0 0 14Feb 02 13,13,30 68.3 69.8 75.3 0 0 14Feb 02 13,13,35 67.5 68.2 74.5 0 0 14Feb 02 13,13,40 67.4 68.7 74.4 0 0 14Feb 02 13:13:45 67.1 68.8 74.1 0 0 14Feb 02 13,13,50 66.8 68.1 73.7 0 0 14Feb 02 13,13,55 64.8 66.8 71.8 0 0 14Feb 02 13,14,00 63.5 64.5 70.5 0 0 14Feb 02 13,14,05 63.0 64.4 70.0 0 0 14Feb 02 13,14,10 66.1 67.3 73.1 0 0 14Feb 02 13,14,15 67.5 69.2 74.5 0 0 14Feb 02 13,14,20 71.0 72.3 78.0 0 0 14Feb 02 13,14,25 71.0 71.7 78.0 0 0 14Feb 02 13,14,30 70.6 71.3 77.6 0 0 14Feb 02 13,14,35 68.0 70.0 75.0 0 0 14Feb 02 13,14,40 65.6 67.0 72.6 3583nIMeasureIMeter274\TIMEHIST. TXT 03/01102 11:55 AM 0 0 14Feb 02 13:14:45 67.2 70.2 74.2 0 0 14Feb 02 13,14,50 69.7 71.1 76.7 0 0 14Feb 02 13,14,55 68.7 70.0 75.7 0 0 14Feb 02 13:15:00 67.6 67.9 74.6 Stop Key 3583nIMeasureIMeter274\TIMEHIST. TXT 03/01102 11 :55 AM APPENDIX E Traffic Analysis EASTERN CHULA VISTA TRAFFIC CAPACITY ENHANCEMENT EAST "H" STREET IMPROVEMENTS CHULA VISTA, CALIFORNIA May 14, 2002 Prepared by: LINSCOTT LAW & GREENSPAN ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, CA 92108 (619) 299-3090 JB/NP 3-011105-A LINSCOTT LAW & GREENSPAN ENGINEERS Table Of Contents DESCRIPTION PAGE 1.0 Introduction/Project Description ...................:............................................................1 2.1 Introduction................................................................ .................. ...................1 2.2 Project Description ................. .... ......... ............ ..... ....... .................. .................1 2.0 Existing Conditions..............................................................................................··..·.4 2.1 Existing Street System ...................................................................................4 2.2 Existing Traffic Volumes.................................................................................6 2.2.1 Peak Hour Intersection Turning Movement Volumes ......................6 2.2.2 Daily Segment Volumes ................................. ............. .....................6 3.0 Analysis Approach & Methodology ...........................................................................8 3.1 Analysis Approach...... ................................................................................... 8 3.2 Methodology............... ....................................................................................8 3.2.1 Signalized Intersections ...................................................................9 3.2.2 Street Segments.............................................................................1 0 4.0 Significance Criteria...........................................................................·.·...·.····..······· .11 4.1 Near Term (Study Horizon Years 0-4) .........................................................11 4.2 Long Term (Study Horizon Year 5 and beyond) ..........................................12 5.0 Analysis of Existing Traffic Conditions ....................................................................13 5.1 Existing Traffic Without East "H" Street Improvement .................................13 5.1.1 Peak Hour Intersection Levels of Service ......................................13 5.1.2 Daily Segment Levels of Service ...................................................13 5.2 Existing Traffic With East "H" Street Road Improvement ............................15 5.2.1 Peak Hour Intersection Levels of Service ......................................15 5.2.2 Daily Segment Levels of Service ...................................................15 6.0 Analysis of Buildout Traffic Conditions....................................................................16 6.1 Buildout Traffic Volumes ..............................................................................16 6.2 Existing Traffic Without East "H" Street Road Improvement .......................16 6.2.1 Peak Hour Intersection Levels of Service ......................................16 6.2.2 Daily Segment Levels of Service ...................................................18 N:\1105\East H\Report\1105-A.TOC,doc East "H" Street Improvements Capacity Enhancement LLG/San Diego LINSCOTT LAW & GREENSPAN ENGINEERS Table Of Contents (Continued) DESCRIPTION PAGE 6.3 Existing Traffic With East "H" Street Road Improvement ............................19 6.3.1 Peak Hour Intersection Levels of Service ......................................19 6.3.2 Daily Segment Levels of Service ...................................................19 7.0 Speed Analysis....................................................................................................... .20 8.0 Conclusions..................................... ........................................................................21 List Of Figures FIGURE PAGE 1. Vicinity Map.....................................................................................................................2 2. Project Area Map .......... ............................. ........... ... .............................. .........................3 3. Existing Conditions Diagram...........................................................................................5 4. Existing Traffic Volumes, East "H" Street Corridor - AM/PM Peak Hours .....................7 5. Buildout Traffic Volumes, East "H" Street Corridor - AM/PM Peak Hours....................17 ii East "H" Street Improvements Capacity Enhancement LLG/San Diego N:\1105\East IiIReport\1105-A.TOC.d1X LINSCOTT LAW & GREENSPAN ENGINEERS List Of Tables TABLE PAGE 1. Existing Average Daily Segment Volumes ........................................................... 6 2. Level of Service Thresholds For Signalized Intersections ................................... 9 3. Existing Intersection Analysis Without and With East "H" Street Improvement .................................................... 14 4. Existing Daily Segment Analysis Without and With East "H" Street Improvement .................................................... 14 5. Buildout Intersection Analysis Without and With East "H" Street Improvement ....................................................18 6. Buildout Daily Segment Analysis Without and With East "H" Street Improvement ....................................................19 7. East "H" Street Arterial Analysis............................................................................ 20 iii East "H" Street Improvements Capacity Enhancement LLG/San Diego N:\1105\East H\Report\1105-A.TOC.doc LINSCOTT LAW & GREENSPAN E N GIN E E R 5 Appendices APPENDIX A. Traffic Counts B. City of Chula Vista Segment Capacity Threshold Standards C. Intersection Analysis Worksheets - Existing Without East "H" Street Improvements D. Intersection Analysis Worksheets - Existing With East "H" Street Improvements E. Intersection Analysis Worksheets - Buildout Without East "H" Street Improvements F. Intersection Analysis Worksheets - Buildout With East "H" Street Improvements G. SYNCHRO Analysis Worksheets iv East "H" Street Improvements Capacity Enhancement LLG/San Diego N:\1105\East H\Report\110S-A.TOC.doc LINSCOTT LAW & GREENSPAN ENGINEERS EASTERN CHULA VISTA TRAFFIC CAPACITY ENHANCEMENT EAST "H" STREET IMPROVEMENTS CHULA VISTA, CALIFORNIA May 14, 2001 1.0 Introduction/Project Description 1.1 INTRODUCTION This study is an analysis of East "H" Street near 1-805 to determine the impacts of adding an additional westbound lane on East "H" Street between a point, approximately 300 feet east of Hidden Vista Drive and 1-805. The analysis contained in this report includes peak hour intersection and daily segment operations for the existing and buildout time frames and average speed for the existing timeframe without and with the proposed improvements. Figure 1 depicts the project location and Figure 2 depicts the project limits. 1.2 PROJECT DESCRIPTION The proposed project consists of widening East "H" Street from 1-805 to a point approximately 300 feet east of Hidden Vista Drive to provide an additional westbound lane (from three to four lanes). The modified geometry with the improvements would change the existing geometry at the East "H" StreeUI-805 northbound ramp intersection from the existing three westbound lanes (one right-turn lane and two through lanes) to two exclusive right-turn lanes onto the 1-805 northbound on-ramp and two westbound through lanes. -1- East "H" Street Improvements Capacity Enhancement LLG/San Diego N:\1105\Eas1 H\Report\1105-A.Rep.doc r-------~ ~ , r--" ............. í ~___ RIYERSIDE COUNIY -- - - - "'s¡,¡DïEGÕ ëõUÑiŸ oo.cp PEND!£TON ........... ... ... "..". .......... ,- ........................-..... . ....."........... .......... . .............. .............. .....n. .............. ............... ........... ........ .............................. .............................. . -............".."....... ::::::::::::::::::::::::::::::::::::::::::::::::j¡ç~:.. ................. ......................... .................... ............. .................... . ....... ................................". .-- .............................................. ....................................." . ........................................ ..................................... ........................................... ..................................... >::::::::::c:AiiišBÄÖ.·. ...........--.......................... .............................................. .................. ............... ............. . . ............ ............. ......... ........................... :':::.:<.{:':~~~: ................................................... .................................................... . ............. .... ................. ........ .... ................ ... ...... ................. ..................... . ....................... ............................. .. ................ .......................... .i<:<:::f:i):</:.:.::: .....:>::::::::::::::::::::::::::::::}~.:::::::::::::::::::::::::::::::::::::::::::::::::j;ª...~.. >:.:::<:::::::::::::::::::>::::::::::::::::0:::::::::::.:::::::::::::::::::::::::.::::::::::::::::::::::::::::::: .........<::::::::::::::::...::.:::::::;;4::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.: H:<:::~:>:::::::: .................. :.:::.~::. ............................ .... ............ ......... ····)·:f···Th··::·t.t·M~::· ................ .............................. ..................................................... ............. ........ ................. ..................................... ................ ............. ................................... .--................................................... ............................................................ :<::«::<::::::::::;:;öi8 ·····...·..:·:·::·:·:·:·:·:·:·:·:·:<·:·:·:·:..·:·:·:·:0:·::.:.:.:.:.::.:::~.:.: :::::::::::::9::::::::::::::::::::.::: .::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::i1'f::::::::::::::::::::::::::::::::::::::::.. :::::::::::::.:::>.::::::::::::<:::::: a..:.·: ·:··)ii)::):}):i}¥}?·::?::i:t8:&:>:< ::::::;:;:;;;;/;;;;;;;:::¡:;;;;;;;;;;;;;;:;;;:::;;::::;)iFIT:: E}::::!j":¡:CÊ:"¡¡I[I¡j¡"j2¡:j!!!!cC"~' . ALPINE PROJECT SITE USA """"" ............................................. ................................ ................ ...................... ............................................... .................................................................... ..... ............................................. ? B I ............ o .............. .............................. ............ ...... SOURCE: LlG Engineers, 2000 -- LlGVCIlY.DWG MILES LINSCOTT LAW &. GREENSPAN -2- Figure 1 VICINITY MAP EAST H STREET CORRIDOR CHULA VISTA CAPACITY ENHANCEMENTS ENGINEERS , ~, , Ii I,~ FWIC li~.DfL I...... CENTI ST'~ ¡CT ii CHUI íiME friED I Dlr;, Ie . VISTA Hj TE:GEND --- Project Limits ? SOURCE: San Diego Aerial Fota-Mop Soak NO SCALE LINSCOTT LAW & GREENSPAN -3- Figure 2 PROJECT AREA MAP EAST H STREET CORRIDOR CHULA VISTA CAPACITY ENHANCEMENTS ENGINEERS LINSCOTT LAW & GREENSPAN ENGINEERS 2.0 Existing Conditions 2.1 EXISTING STREET SYSTEM The City of Chula Vista Standards indicate that Expressways should be 104 feet wide in 128 feet of right-of-way (RIW), providing six through lanes, a 16 foot wide raised median/left-turn lane and emergency parking or bike lanes. Prime Arterials should be 104 feet wide in 128 feet of RIW providing six lanes, a 16- foot wide median/left-turn lane and emergency parking or bike lanes. Six-Lane Majors should be 104 feet wide in 128 feet of RIW providing six thru lanes and a 16 foot wide raised median/left-turn. Four-Lane Majors should be 80 feet wide in 104 feet of RIW, providing four through lanes, a 16-foot wide median/left-turn lane separating the two directions of traffic flow. However, variations exist for this class of roadways in commercial areas. Class 1 Collectors should be 74 feet wide in 94 feet of RIW, providing four through lanes and curbside parking or bike lanes. Class 2 Collectors should be 52 feet wide in 72 feet of RIW, providing two through lanes and curbside parking with a continuous two-way left lane. Class 3 Collectors should be 40 feet wide in 60 feet of RIW with two through lanes and curbside parking. East "H" Street East "H" Street is classified as a Six-Lane Prime Arterial from 1-805 to Otay Lakes Road, and a Four-Lane Major Arterial east of Otay Lakes Road. Six lanes of divided travel exist today, narrowing to four lanes of divided travel east of Otay Lakes Road. Bike lanes exist on both sides of the road, and bus stops are located intermittently along East "H" Street including one on the north side, just east of Hidden Vista Drive. On-street parking is prohibited. The posted speed limit is 40 mph from 1-805 to Terra Nova Drive Figure 3 shows the existing conditions diagram. -4- East "H" Street Improvements Capacity Enhancement LLG/San Diego N:\1105\East H\Report\1105-A.Rep.doc LEGEND ® - Traffic Signal BL - Bike Lone BS - Bus Stop 4U - Four lone undivided roadway 6D - Six lone divided roadway ? REV. 12/12/01 FIG1105H.OWG NO SCALE LINSCOTT LAW &. GREENSPAN -5- Figure 3 EXISTING CONDmONS DIAGRAM EAST -H- STREET CORRIDOR AM/PM PEAK HOURS CHULA VISTA CAPACITY ENHANCEMENTS ENGINEERS LINSCOTT LAW & GREENSPAN ENGINEERS 2.2 EXISTING TRAFFIC VOLUMES 2.2.1 PEAK HOUR INTERSECTION TURNING MOVEMENT VOLUMES Traffic Data Service Southwest collected existing AM and PM peak hour intersection turning movement volumes at the following intersections in December 2001; Þ East "H" SUI-805 SB Ramps Þ East "H" SUI-805 NB Ramps Þ East "H" SUHidden Vista Dr. Figure 4 depicts the existing AM and PM peak hour volumes. Appendix A contains the manual turning movement volume count sheets. 2.2.2 DAILY SEGMENT VOLUMES Table 1 summarizes the daily freeway and surface street segment volumes on key segments in the project area and the year the counts were recorded. The freeway volumes were obtained from Caltrans and the surface street segment volumes were obtained from the City of Chula Vista. TABLE 1 EXISTING AVERAGE CAlLY SEGMENT VOLUMES SEGMENT SOURCE YEAR OF COUNT ACT Interstate 805 Bonita Rd. to East "H" SI. Caltrans 2001 214,700 East "H" SI. to Telegraph Canyon Rd. Caltrans 2001 185,700 EAST "H" STREET 1-805 to Hidden Vista Dr. City of Chula Vista 2002 67,300 Hidden Vista Dr. to Terra Nova City of Chula Vista 2002 56,000 -6- East "H" Street Improvements Capacity Enhancement LLG/San Diego N:\1105\Easl H\Report\1105-A.Rep.doc ~ ~ -~ ~ 1,7>'1-" ,~ I"gl\ '- ,..p.o - ~r 0'" ~~ ........ ...... ~~ - ~ 1\ ~g~/I'~g~ '1-7>0 NOTE: - AM/PM Peak hour volumes are shown at the intersections REV. ~/17/02 FlG1105H.DWG LINse 0 IT LAW I:'.. GRHNSI'AN -7- ENGINEERS ? NO SCAlE Figure 4 EXISTING TRAFFIC VOLUMES EAST -H- STREET CORRIDOR AM/PM PEAK HOURS CHULA VISTA CAPACITY ENHANCEMENTS LINSCOTT LAW & GREENSPAN ENGINEERS 3.0 Analysis Approach & Methodology The following intersections were analyzed in this report: · East "H" Street/l-805 SB Ramps · East "H" Street/l-805 NB Ramps · East "H" Street/Hidden Vista Dr. The following scenarios were analyzed in this study: · Existing Traffic Without East "H" Street Improvements · Existing Traffic With East "H" Street Improvements · Buildout Traffic Without East "H" Street Improvements · Buildout Traffic With East "H" Street Improvements Again, the East "H" Street improvement is basically the addition of a fourth westbound lane from a point 300 feet east of Hidden Vista Drive and the 1-805 NB Ramps. 3.1 ANALYSIS APPROACH The key study area intersections and segments were analyzed under existing and buildout traffic conditions, initially with existinq intersection geometry and segment capacities. The improvements in LOS due to an additional (fourth) westbound lane from a point 300 feet east of Hidden Vista Drive to the 1-805 northbound on-ramp was then calculated under both existing and buildout conditions. The results of this analysis are included in this report. 3.2 METHODOLOGY The measure of effectiveness for intersection operations is level of service. In the 2000 Highway Capacity Manual (HCM), Level of Service for signalized intersections is defined in terms of delay. The level of service analysis results in seconds of delay expressed in terms of letters A through F. Delay is a measure of driver discomfort, frustration, fuel consumption, and lost travel time. -8- East "H" Street Improvements Capacity Enhancement LLG/San Diego N:\1105\East H\Report\110s.A.Rep.doc LINSCOTT LAW & GREENSPAN ENGINEERS 3.2.1 SIGNALIZED INTERSECTIONS For signalized intersections, level of service criteria are stated in terms of the average control delay per vehicle for a 15-minute analysis period. Control delay includes initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. Table 2 summarizes the delay thresholds for signalized intersections. Level of service A describes operations with very low delay, (Le. less than 10.0 seconds per vehicle). This occurs when progression is extremely favorable, and most vehicles arrive during the green phase. Most vehicles do not stop at all. Short cycle lengths may also contribute to low delay. Level of service B describes operations with delay in the range 10.1 seconds and 20.0 seconds per vehicle. This generally occurs with good progression and/or short cycle lengths. More vehicles stop than for LOS A, causing higher levels of average delay. Level of service C describes operations with delay in the range 20.1 seconds and 35.0 seconds per vehicle. These higher delays may result from fair progression and/or longer cycle lengths. Individual cycle failures may begin to appear. The number of vehicles stopping is significant at this level, although many still pass through the intersection without stopping. TABLE 2 LEVEL OF SERVICE THRESHOLDS FOR SIGNALIZED INTERSECTIONS AVERAGE CONTROL DELAY PER VEHICLE LEVEL OF SERVICE (SECONDSNEHICLE) 0.0 < 10.0 A 10.1 to 20.0 B 21.1 to 35.0 C 35.1 to 55.0 D 55.1 to 80.0 E > 80.0 F Source: Highway Capacity Manual, 2000. -9- East "H" Street Improvements Capacity Enhancement LLG/San Diego N:\1105\East H\Report\ 11 05-A.Rep.doc LINSCOTT LAW & GREENSPAN ENGINEERS Level of service D describes operations with delay in the range 35.1 seconds and 55.0 seconds per vehicle. At level D, the influence of congestion becomes more noticeable. Longer delays may result from some combination of unfavorable progression, long cycle lengths, or higher vlc ratios. Many vehicles stop, and the proportion of vehicles not stopping declines. Individual cycle failures are more frequent. Level of service E describes operations with delay in the range of 55.1 seconds to 80.0 seconds per vehicle. This is considered to be the limit of acceptable delay. These high delay values generally indicate poor progression, long cycle lengths, and high vlc ratios. Individual cycle failures are frequent occurrences. Level of service F describes operations with delay in excess of over 80.0 seconds per vehicle. This is considered to be unacceptable to most drivers. This condition often occurs with over-saturation (Le., when arrival flow rates exceed the capacity of the intersection). It may also occur at high vlc ratios below 1.00 with many individual cycle failures. Poor progression and long cycle lengths may also be major contributing causes to such delay levels. 3.2.2 STREET SEGMENTS The street segments were analyzed on a daily basis by comparing the daily traffic volume (ADT) to the Chula Vista Standard Street Classification Table. This table is shown in Appendix B and provides Level of Service estimates based on traffic volumes and roadway characteristics. -10- East "H" Street Improvements Capacity Enhancement LLG/San Diego N;\1105\East H\Report\1105-A.Rep.doc LINSCOTT LAW & GREENSPAN ENGINEERS 4.0 Significance Criteria The criteria utilized to determine if a traffic impact at an intersection, street segment or freeway is considered significant, is outlined below and is based on City of Chula Vista standards. Significant impacts can be characterized as either project Specific or cumulative project impacts. In addition, there are different criteria depending on the time frame of the analysis, short-term (pre-Year 2005) and long-term (Year 2005 or later). 4.1 NEAR TERM (STUDY HORIZON YEARS 0-4) Intersections (Study Horizon Years 0 - 4) A) Direct project impact if both the following criteria are met: 1) Level of service is LOS E or LOS F. 2) Project trips comprise 5% or more of entering volume. B) Cumulative impact if only #1 is met Street Segments (Study Horizon Years 0 - 4) If ADT methodology indicates LOS C or better, impact is not significant If ADT methodology indicates LOS D, E or F, the Growth Management Oversight Committee (GMOC) method should be utilized. The following criteria would then be utilized. A) Direct project impact if all of the following criteria are met: 1) Level of service is LOS D for more than 2 hours or LOS ElF for one hour GMOC criteria. 2) Project trips comprise 5% or more of segment volume. 3) Project adds greater than 800 ADT to segment B) Cumulative impact if only #1 is met -11- East "H" Street Improvements Capacity Enhancement LLG/San Diego N:\ 11 05\Easl HlReport\ 11 05-A.Rep.doc LINSCOTT LAW & GREENSPAN ENGINEERS 4.2 LONG-TERM (STUDY HORIZON YEAR 5 AND BEYOND) Intersections (Study Horizon Year 5 and Beyond) A) Direct project impact if both the following criteria are mèt: 1) Level of service is LOS E or LOS F. 2) Project trips comprise 5% or more of entering volume. B) Cumulative impact if only #1 is met Street Segments (Study Horizon Year 5 and Beyond) Use the ADT methodology. A) Direct project impact if all three of the following criteria are met: 1) Level of service is LOS D, LOS E, or LOS F. 2) Project trips comprise 5% or more of total segment volume. 3) Project adds greater than 800 ADT to the segment B) Cumulative impact if only #1 is met However, if the intersections along a LOS D or LOS E operating segment all operate at LOS D or better, the segment impact is considered not significant since intersection analysis is more indicative of actual roadway system operations than street segment analysis. If the segment LOS is LOS F, the impact is significant regardless of the intersection LOS. The impact is direct if the project is responsible for over 5% and cumulative if less than 5 %. Notwithstanding the foregoing, if the impact identified in paragraph "A" under Street Segments (Study Horizon Year 5 and Beyond), above occurs at study horizon year 10 or later, and is offsite and not adjacent to the project, the impact is considered cumulative. In the event a direct identified project specific impact in paragraph "A" under Street Segments (Study Horizon Year 5 and Beyond), above occurs at study horizon year 5 or earlier and the impact is offsite and not adjacent to this project, but the property immediately adjacent to the identified project specific impact is also proposed to be developed in approximately the same time frame, an additional analysis may be required to determine whether or not the identified project specific impact would still occur if the development of the adjacent property does not take place. If the additional analysis concludes that the identified project specific impact is no longer a direct impact, then the impact shall be considered cumulative. -12- East "H" Street Improvements Capacity Enhancement LLG/San Diego N:\1105\East H\Report\110S-A.Rep.doc LINSCOTT LAW & GREENSPAN ENGINEERS 5.0 Analysis of Existing Traffic Conditions 5.1 EXISTING TRAFFIC IMPROVEMENTS WITHOUT EAST "H" STREET Under this condition, intersection and segment analysis were conducted with existinq traffic, intersection geometry, and segment capacities, prior to the East "H" Street improvements. The following is a description of the results of these analyses. 5.1.1 PEAK HOUR INTERSECTION LEVELS OF SERVICE Table 3 summarizes the existing AM and PM peak hour intersection analysis results at the key intersections without improvements. As seen in Table 3, all signalized intersections are calculated to currently operate at LOS D or better except the East "H" Street/I-80S S8 Ramps intersection during the PM peak hour (LOS F). Appendix C contains the peak hour analysis work sheets. 5.1.2 DAILY SEGMENT LEVELS OF SERVICE Table 4 summarizes the existing daily segment levels of service on key segments without improvements. As seen in Table 4, the segment of East "H" Street from 1-805 to Hidden Vista Drive is calculated to currently operate at LOS F. The remaining study segment is calculated to operate at LOS D under existing conditions. -13- East "H" Street Improvements Capacity Enhancement LLG/San Diego N:\1105\East H\Report\110s.-A.Rep.doc LINSCOTT LAW & GREENSPAN ENGINEERS TABLE 3 EXISTING INTERSECTION ANALYSIS WITHOUT AND WITH EAST "H" STREET IMPROVEMENTS INTERSECTION PEAK EXISTING WITHOUT EXISTING WITH PERIOD IMPROVEMENTS IMPROVEMENTS DELAY LOS DELAY LOS East "H" St./I-805 S8 Ramps AM 45.6 D 45.6 D PM >100.0 F >100.0 F East "H" St./I-805 N8 Ramps AM 11.9 8 11.4 8 PM 41.1 D 35.1 D East "H" St./ Hidden Vista Dr. AM 31.7 C 25.4 C PM 54.7 D 52.0 D Note: 1 Delay and LOS with improvements shown in Bold and italics. SIGNALIZED INTERSECTIONS AVERAGE CONTROL DELAY PER VEHICLE LEVEL OF SSRVICE 0.0 10.1 21.1 35.1 55.1 ~ to to to to > 10.0 20.0 35.0 55.0 80.0 80.0 A B C D E F TABLE 4 EXISTING DAILY SEGMENT ANALYSIS WITHOUT AND WITH EAST "H" STREET IMPROVEMENTS EXISTING WITHOUT EXISTING WITH STREET SEGMENT ROADWAY IMPROVEMENTS IMPROVEMENTS CLASS Capacity 1 Volume LOS Capacity Volume LOS 1-805 to Hidden Vista Dr. Prime Arterial 50,000 67,300 F 58,300 1 67,300 E East of Hidden Vista Dr. Prime Arterial 50,000 56,000 D 50,000 56,000 D Note: 1 City of Chula Vista Roadway Capacity Standards at LOS C. 2 LOS C capacity for 7-lane facility prorated from that for a 6-lane facility. 3 LOS with improvements shown in Bold and italics. -14- East "H" Street Improvements Capacity Enhancement LLG/San Diego N:\1105\East H\Repor1l110~A.Rep.doc LINSCOTT LAW & GREENSPAN ENGINEERS 5.2 EXISTING TRAFFIC WITH EAST "H" STREET IMPROVEMENTS Under this condition, intersection and segment analyses were conducted assuming existing traffic volumes with an additional westbound through lane from a point 300 feet east of Hidden Vista Avenue to the 1-805 northbound ramps. At the East "H" Street/I-805 northbound ramps intersection, the westbound approach was assumed to have two through lanes and two right-tum lanes. The following is a description of the results of these analyses. 5.2.1 PEAK HOUR INTERSECTION LEVELS OF SERVICE Table 3 summarizes the existing AM and PM peak hour intersection analysis results at the key intersections with improvements. As seen in Table 3, with the proposed improvements, the delays at East "H" Street/I-805 NB Ramps and the East "H" Street/Hidden Vista Drive intersections are calculated to decrease, though the LOS remains the same in the AM and PM peak hours. Appendix D contains the peak hour analysis work sheets. 5.2.2 DAILY SEGMENT LEVELS OF SERVICE Table 4 summarizes the existing daily segment levels of service on key segments with the East "H" Street improvements. The LOS C capacity for the improved segment of East "H" Street (7-lane) was derived from the capacity for a 6-lane facility by increasing the capacity proportionately for an additional lane. As seen in Table 4, the segment of East "H" Street from 1-805 to Hidden Vista Avenue is calculated to improve from LOS F to LOS E with the improvements. The remaining segment is calculated to continue to operate as under "without improvements". -15- East "H" Street Improvements Capacity Enhancement LLG/San Diego N:\1105\East H\Report\1105-A.Rep.doc LINSCOTT LAW & GREENSPAN ENGINEERS 6.0 Analysis of Buildout Traffic Conditions 6.1 BUILDOUT TRAFFIC VOLUMES The SANDAG buildout City/County Forecast Traffic Model was used to estimate traffic volumes for the build out condition. The traffic model outputs freeway and street segment ADTs. These ADTs were utilized directly as output by the model. Another output from the SANDAG model is peak hour volumes. However, the SANDAG model output is not as accurate in determining peak hour intersection turn movements. SANDAG recommends that these output volumes should never be used directly. Therefore, peak hour turning movement volumes were estimated using a template in EXCEL developed by LLG to determine peak hour traffic at an intersection from future ADTs using the relationship between existing peak hour turn movements and the existing ADTs. This relationship will likely change once SR 125 is built For example, if the segment ADT on the roadway is forecast to double by buildout, it is reasonable to assume that the peak hour intersection turn movement volumes will generally double. The construction of SR 125 was taken into account in determining the peak hour intersection volumes. Figure 5 depicts the buildout AM and PM peak hour intersection turning movement volumes and segment ADT volumes 6.2 BUILDOUT ANALYSIS WITHOUT IMPROVEMENTS Buildout intersection and segment analysis were conducted with buildout traffic volumes and existinq intersection geometry and segment capacities. The following is a description of the results of these analyses. 6.2.1 PEAK HOUR INTERSECTION LEVELS OF SERVICE Table 5 summarizes the buildout AM and PM peak hour intersection analysis results at the key intersections without improvements. As seen in Table 5, all signalized intersections are calculated to operate at LOS C or better except the East "H" Streetll-805 southbound ramps intersection which is calculated to operate at LOS F in the PM peak hour. Appendix E contains the peak hour analysis work sheets. -16- East "H" Street Improvements Capacity Enhancement LLG/San Diego N:\1105\Easl H\Report\1105-A.Rep.doc , 0<;,0 ,zr:§j ,O<P "-,'f:¡:fJ - NOTE: - AM/PM Peak hour volumes are shown at the intersections ~ REV. 12/12/01 FlG1105H.OWG NO SCALE LlNscon lAW & GREENSPAN -17- Figure 5 BUILDOUT TRAFFIC VOLUMES EAST -H- STREET CORRIDOR AM/PM PEAK HOURS CHULA VISTA CAPACITY ENHANCEMENTS ENGINEERS LINSCOTT LAW & GREENSPAN ENGINEERS TABLE 5 BUILDOUT INTERSECTION ANALYSIS WITHOUT AND WITH EAST "H" STREET IMPROVEMENTS INTERSECTION PEAK BUILDOUT WITHeJUT BUILDOUT WITH PERIOD IMPROVEMENTS IMPROVEMENTS DELAY LOS DELAY LOS East "H" SI./I-805 S6 Ramps' AM 35.1 C 35.1 C PM 87.2 F 87.2 F East "H" SI./I-805 N6 Ramps AM 9.0 A 8.9 A PM 15.4 6 14.9 B East "H" SI./ Hidden Vista Dr. AM 25.7 C 25.6 C PM 35.6 C 34.6 C Note: 1 2 SIGNALIZED INTERSECTIONS No improvements planned at this intersection. Delay and LOS with improvements shown in Bold and italics. AVERAGE CONTROL DELAY PER VEHICLE LEVEL OF SERVICE 0.0 10.1 21.1 35.1 55.1 < to to to to > 10.0 20.0 35.0 55.0 80.0 80.0 A B C D E F 6.2.2 DAILY SEGMENT LEVELS OF SERVICE Table 6 summarizes the buildout daily segment levels of service on key segments. As seen in Table 6, the segment of East "H" Street from 1-805 to Hidden Vista Drive is calculated to operate at LOS E. The other study segment is calculated to operate at LOS C under build out conditions without improvements. -18- East "H" Street Improvements Capacity Enhancement LLG/San Diego N:\1105\East H\Report\110S.A.Rep.doc LINSCOTT LAW & GREENSPAN ENGINEERS TABLE 6 BUILDOUT SEGMENT ANALYSIS WITHOUT AND WITH EAST "H" STREET IMPROVEMENTS BUILDOUT WITHOUT BUILDOUT WITH STREET SEGMENT ROADWAY IMPROVEMENTS IMPROVEMENTS CLASS Capacity 1 Capacity 2 Volume LOS Volume LOS 1-805 to Hidden Vista Dr. Prime Arterial 50,000 60,000 E 58,300 60,000 D East of Hidden Vista Dr. Prime Arterial 50,000 44,000 C 50,000 44,000 C Note: 1 City of ChuJa Vista Roadway Capacity Standards at LOS C. 2 LOS C capacity for 7-lane facility prorated from that for a 6-lane facility. 3 LOS with improvements shown in Bold and italics. 6.3 BUILDOUT ANALYSIS WITH IMPROVEMENTS Under this condition, an intersection and segment analyses were conducted assuming buildout traffic volumes and an additional westbound through lane from a point 300 feet east of Hidden Vista Avenue to the 1-805 northbound ramps. At the East "H" Street/I-805 northbound ramps, the westbound approach was assumed to have two through lanes and two right-tum lanes. The following is a description of the results of these analyses. 6.3.1 PEAK HOUR INTERSECTION LEVELS OF SERVICE Table 5 summarizes the build out AM and PM peak hour intersection analysis results at the key intersections without improvements. As seen in Table 5, all signalized intersections are calculated to operate at LOS C or better except the East "H" Street/I-805 southbound ramps intersection which is calculated to operate at LOS F in the PM peak hour. However, as seen in Table 5, intersection delays decrease at the key intersections where additional capacity is provided. Appendix F contains the peak hour analysis work sheets. 6.3.2 DAILY SEGMENT LEVELS OF SERVICE Table 6 summarizes the buildout daily segment levels of service on key segments with the East "H" Street improvements. As seen in Table 6, both study segments are calculated to operate at LOS 0 or better with the East "H" Street improvements. -19- East "H" Street Improvements Capacity Enhancement LLG/San Diego N:\1105\East H\Report\1105-ARep.doc LINSCOTT LAW & GREENSPAN ENGINEERS 7.0 Speed Analysis An analysis of the East H Street arterial between Hidden .Vista Drive and the 1-805 southbound ramps was conducted under the governing peàk morning condition, with the assistance of the Synchro (version 5.0) computer software. Synchro reports arterial operation information, such as speed and travel time, based upon the procedures found in Chapter 11 of the Highway Capacity Manual (HCM) 2000. The arterial analysis was completed using the current geometric conditions and then was completed again assuming the improvements along East H Street were implemented. The improvement in overall average speed was then determined by comparing the analysis results. Table 7 shows the results of the analysis of East H Street between the 1-805 southbound ramps and Hidden Vista Drive. This table shows a calculated average speed of 28.8 miles per hour between 1-805 and Hidden Vista Drive. The existing average speed on East H Street between Hilltop and Hidden Vista Drives according to City Traffic Monitoring Program (TMP) data is currently 34.0 miles per hour. Table 1 shows that the provision of the fourth westbound thru lane on East H Street results in an increase in average speed of 0.2 miles per hour. While this increase seems small, it is likely due to the fact that operations on westbound East H Street are generally good in the morning. Appendix G contains the SYNCHRO analysis work sheets. TABLE 7 EAST H STREET ARTERIAL ANALYSIS AM PEAK HOUR WESTBOUND DIRECTION AVERAGE TRAVEL SPEED STREET SEGMENT WITH EAST "H" EXISTING STREET IMPROVEMENTS EAST"H" STREET Hidden Vista Dr. to 1-805 Southbound Ramps 28.8 mph 29.0 mph -20- East "H" Street Improvements Capacity Enhancement LLG/San Diego N:\1105\East H\Report\1105-A.Rep.doc LINSCOTT LAW & GREENSPAN ENGINEERS 8.0 Conclusions The analysis of existing and future conditions indicates that the proposed improvement of an additional westbound lane on East "H" Street betweeh a point 300 feet east of Hidden Vista Avenue and the 1-805 northbound ramps will improve operations on the segments of East "H" Street and the intersections along this facility. Using existing volumes and assuming implementation of the East "H" Street improvements, Table 4 shows that the segment of East "H" Street from 1-805 to Hidden Vista Drive is calculated to improve from the current LOS F to LOS E. Intersection delays are calculated to decrease. As seen from the arterial analysis, (see Table 7), the average speed on East "H" Street is calculated to increase marginally with the improvement The analysis also shows that the East "H" Street improvements will be a benefit at buildout The segment of East "H" Street from 1-805 to Hidden Vista Drive is calculated to improve from LOS E without the improvements, to LOS D with improvements, as seen in Table 6. -21- East "H" Street Improvements Capacity Enhancement LLG/San Diego N:\ 1105\East H\Report\ 11 05-A.Rep,doc TECHNICAL APPENDICES EASTERN CHULA VISTA TRAFFIC CAPACITY ENHANCEMENT EAST"H" STREET IMPROVEMENTS CHULA VISTA, CALIFORNIA May 14, 2002 Prepared by: LINSCOTT LAW & GREENSPAN ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, CA 92108 (619) 299-3090 JB/NP 3-011105-2 LINSCOTT LAW & GREENSPAN E N GIN E E R 5 Appendix A TRAFFIC COUNTS N:\ 11 05\Easl H\Report\ 11 05-A-App.cvr .doc East "H" Street Improvements Capacity Enhancement LLG/San Diego DEC-07-01 07:01 PM TRAFFIC_DATA_SERVICE_SW. ;·;H:.tbtr . C,:" :'¡:" ¡·C9ltitod by : ., "oard' '-';:tc-: 619 390 8495 Clear- & Dry C. Parish & T. Basham 0'-"30 & D'-1431 1-305 S/8 Ramps & East H Street Traffic Dati Servfee Southwest 9m pt .ine Avenue Lakeside, CA 92040 (619) 390-8495 fox (619) 390'8427 .. o o o o o o o o o o '38 18' 139 193 651 IEB8t H Street I~estbound 1 Peds I le1t Thru RiQht I 01 119 176 0 01 123 265 0 01 135 2'9 0 01 129 305 0 01 506 965 0 I 01 92 231 0 01 103 23' 0 01 111 212 0 01 m 267 0 01 '20 9" 0 I 01 926 1906 0 -I 32.6 67.3 -I 11.0 22.7 unshiftll!d 11'805 5/8 On Ramp Northbound I P@d~ Left Thru Rial'lt I 01 ° ° 175 01 0 0 196 01 ° 0 274 01 0 0 296 01 ° 0 9'3 1 01 0 0 238 01 0 0 206 01 0 0 2'3 01 0 0 217 01 0 0 904 I 01 0 0 1847 -I 99.4 -I 22.0 P.02 Itudy Name: 013t$01j). SIt. Code, 003730jO Stlrt Date, '2/06/01 Poge . 1 IEa.t H Str..t ¡Eastbound I Peds I l@tt Tl'lrv I 41 0 '99 31 0 216 01 0 273 01 0 231 71 0 919 I 01 0 233 11 0 226 11 0 355 21 0 327 'I 0 '141 I "1 0 2060 0.5 64.0 0.11 24.5 )eek Hour Analysfs By Entire Int~rsêct;on for thé Per'od: 07~OO on 12/06/01 to 08:~S on 12/06/01 . 1¡'605 SIB Off .."" :. . I Southbound r··: ..~tart I b~,-:·j,:-,,<~.t'~, I left Thru Right rJ:'"'·""·I'Z¡Oó/O' 'C::,f,07'OO I,; 07:'51 k: :07:301 tf~j':'- ;: .:.r.~'- 07:'51 !' ,::' Houri I 08:001 06,15/ Ø/I.3C ~:' ." ....08:451 ~ ~;.. '- .:.; Houri I ...: TDtol i APr. 1 "In!. 1 .. T;... I 07:15 VoL. 1 0 . Pc~. I 0.0 --·-tal I 680 .Ieh I 07:45 .'Vol. I 0 ~Dtal I '03 'PHF I 0.880 ;", , " ).~..;:,:.. :. . r~G.r. o o o o o o o o o o o o 1234 100.0 ".7 o 680 0.0 100.0 o 193 167 '63 126 127 583 I 07:15 01 '79 1020 0.01 31.9 68.0 I '499 I 07,45 01 129 305 I 434 I 0.863 I 07.15 o 01 0 0.0 0.01 0.0 '009 I 07:45 o 01 0 I 298 I 0.846 o 1006 0.0 99.7 o 298 Rit:Jhl: 40 50 31 37 'S6 39D 15.9 4.6 40 67 " 51 232 lntv!. P~I Totel I 01 1'5' 01 lOSt 01 "14 11'~ , I 422. I 01 1001 01 90Q 01 '079 01 1091 01 "51 I '1 83r.i -I -I I 07:'5 I 31 0 953 232 '1 0.21 D.O 80.3 19.5 8.41 1 1186 I I 07:30 I 01 0 273 74 01 I 347 1 I 0.854 f DEC-07-01 07:01 PM TRAFFIC_DATA_SERVICE_SW. 619 390 8495 Ji:~;~ ,)~":i, ',::"S: ~~;;~~~her I Cl.ar & Dry r.i!~é~~ted by: C. Parish & T. BeshaM ¡ LQirì:r # : 01'1430 & D1·1431 c; J-805 S/8 RBtrpS & East H Street Tr.ffic Data Servfc, Southwest 9T7J Holne Avonoe Lakeside, C^ 92040 (619) 390,8495 fa, (619) 390'8427 k":..... Unshitted 11-805 SIB On RQ~ I Northbound I peds I Left Thru R j Qht lEast H Street IE..tbound I Peds I Left Thru tt' ,: ¡'.. r ¡~f. " 11-805 SIB Off Ro~ ISouthbound I I left Th~u RfGht I RiGht ,. lEa.. H Street I Westbound I Pads' l.ft Thru I -~~~..rt ··:t~r" ,- ¡: , f 805 SI"B Off RaMP 68111 ~ 6QQ - ... ""_ø_. - 1788 ~ 12....~~....91 ~ 1"29 87: aM 1i18:liIlila.. 953 ~ 2886 4374 3458 ~ 479 232 W r ~ 1959 1 East H Sh·....t N 172Q J., r I-8¡~lSI"B lee6 On Ra.... 3 "', , , i.' ,.. 3:;" - .. ,".. :.'í '~\\:?f.:.. "~.-.Þ"·r... . ",...:.N·t·.:;t; ".((,,".' '.'. ",0{ ; -,~- ... ,., ... ..;:. :>"., .. (.'" ';'.." P.03 Study Name: 01573PJO Site CoQe : 00373010 Start Date, 12/06/01 Pae< : Z ,-, .' Intvl. Riaht pl!dsl Total I I;', ( ,. .. . , DEC-21-01 05:37 PM TRAFFIC_DATA_SERVICE_SW. C Le.,. &. Dry C. Perish & T. Basham 01·1427 & 01·1430 1-805 SIB Ramps & Eest H Street II-80S SIB 011 Ramp Southbound 1 . '.: . . ~: .~; :t·t~ ~/~ . ",1four I ¡kf;J,~¡tI7'00 J ¡.';!-';-'''.~-'l7 ..·.151 '" ......" ~, "'''''·''···'7;301 ~~~;:~1t,Lr¡ 1;~;I'ttoll ; '-::~l:~~:ln;: I o o o o o o 183 o 174 o 174 o 152 o 683 619 390 8495 Tr.fffc Datu Service $oythwest 9773 MaIM A,\Jl!'nll. Lakeside. CA 92040 (619) 390-8495 I.. (619) 390·8427 l~a6t H Street 1 ~es tbound 1 I 01 118 01 105 01 109 o 122 01 .54 I 01 132 II 116 01 113 o 113 II .74 I 11 928 -I 31..4 -I 8.9 f T"h,..u Ri ht 1768 65.5 17.0 21. 263 220 235 932 192 228 212 204 836 .... ~+;;i " .,.1"-j'?;'" It.· ;.~" .. ·'~f~;; ;~ ;. ;. ·A~t:.·, o o o o I" o 169 o 133 153 o 610 o o o 1293 99.9 12.. o 655 0.0 100.0 o 174 910 66.0 263 o o o o o Group 1 I-80S S/P On R""" 1 Northbound 1 Peds left Thru Ri ht I 01 01 01 o o o o .09 o .18 o .32 o 431 o 1690 01 1 01 01 01 o 01 1 01 ·1 -I o o o o o o o o o o o o 402 o .14 o 376 o 383 o 1575 o o 3265 99.9 31.4 o o 0.0 16,00 on 12/18/0' to 17,45 on 1 16,15 01 0 0 1683 0.01 0.0 0.0 100.0 1 1683 1 16,30 01 0 0 432 1 032 1 0.973 o P.02 Study N.",,: om:¡VJ ., Site Code: 003nQ'1 Stort Dote, 12/18/0\ Page : 1 lEas, H Street Ee.tbound I P~ds left Thr 1 I I 0 01 0 01 0 o 11 0 I 01 0 21 0 01 0 01 0 21 0 1 31 0 ·1 -I 12/18/01 1 16:15 01 0 0.01 0.0 I 1683 1 17,00 01 0 1 "6 1 0.943 378 266 350 295 1289 2674 85.2 25.7 1434 85.2 329 338 369 .9 1385 464 14.7 4.4 2.9 14.7 378 ¡niv\. h 63 57 73 51 2" 1 01 1317 01 1355 01 1377 01 ~ii9 1 01 01 01 01 01 I.. _ 01 1()j96¡ ':' -I .. '1 68 65 52 35 22(1 '3~1 . t261 . 1i\6. . it83' 5dó7' . , ". ~:i < .. <;..:",~....;¡ 61! I 01 0.01 I I 01 I I ;. ,. '. ,~ -.... ;<: , .."' .. ..,,. ... DEC-21-01 05:38 PM TRAFFIC_DATA_SERVICE_SW. 619 390 8495 P.03 Cto.r & Dry C. Parish & T. Basham 01·1427 & 01-'430 1·805 $/8 Ramp5 & EÃst H Street Traffic Þet. Servfce Southwc't 9773 Ha'~ A¥ðnu. Lakesid~, CA 92040 (619) 390,8495 fax (619) 390'8427 Study ~amlð: Site Code ; Start Date: Page o1mh,.,·.'· oo~nª;\ .. . .... 12118701 2 Group , 1¡'805 S/8 Off R.~ IEo.t H Street 11-805 S/6 On Ro",!, IE..t H Street ISouthbound I Westbound ¡Northbound ¡Eastbound r I I I 1ntÝl. eft Thr ht Pods t . Left Thru Ri'Qht Péd!=> [ l~ft Thru R1QI1t peds I Left Thn./ RIght pil'ds1 Ù,t'øl'," I I I I -8B t RaMP '55 tl 655 :"-' ." "' ',.....' str....t ~5'5 ~ 12/18/01 1i14" 5PM os: "PM f- 910 1434 ~ 3248 5399 4495 .v 468 ". ~ 249 ~ I ~ 3117 I[.."t H Street N '. 241i11i1 ,. ,¡, r 1683 "':' . , ",', 1_8~~7$/B On RaM "',i .:} .. ... DEC-07-01 07:02 PM TRAFFIC_DATA_SERVICE_SW. ~·¡;:.....'.'.':...,..r.. , ~':',~"'" ,':, ~1,//;-:¡:';li ~ r'·,Æ~.tber , "'~ted by : ;: .-~rd~ .: CLêar & DrY' H, Parlvh & S. Potter Dl'1427 & Dl'1429 I-SO~ NIB Ramp. & fa.t H Str..t i-· h-;': . ~.: ... I~;~~~ Qo R_ '.'. .. ·$t.rt I L?,:~;i:Ú·'J;.¡t" left Th,..u Rfc;¡ht !·"·';··~·'f"06 1 "..,...[~... 10 ¡/;-:~'07:001 f~î::r3-,oi'1~ fuit~:,:~i-~:'~~·:,.:· - : f!{'¿. ".'(\:.07..301 ~~:9r'451 ffi,:::i ,'t· - Hour ¡ .- .,. OIS'OOI .,. .':,;, 011:151 ¡' >98:301 I''',~'' ::\,~::,~:451 b":-' ,. ,.._ . Houri k I ,<." .·101611 ~_.,. -)Apr. I ::', into I f:" Trafffc Dat~ Service Southwest 9773 ~.1ne Ave~ue Lokeside, ~ 92040 (619) 390-8495 fax (619) 390'8427 619 390 8495 lEast N Stree, I~estbound I p~&1 Left Thru RiQht I 01 01 01 01 01 I 01 01 01 01 01 I 01 ·1 '1 Unöhfftl:d' 1"B05 NIB Off Ramp I Northbound I Þedsl L~ft Thru ~iAht I 11 OJ 01 01 11 I 01 01 01 01 01 I 1/ 577 9 -I 43.8 0.6 -I 5.2 o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o ~&:' o o o o o o o o o o 262 264 265 306 1097 255 309 300 349 1213 420 380 380 402 1582 3303 58.8 30.2 I 07:15 I 07:15 1 0 0 0 01 0 1220 1688 I 0.0 0.0 0.0 0.01 0.0 41.9 58.0 I 0 1 2908 I 07:·1 1 07:15 1 0 0 0 01 0 309 ~ I 0 1 m I 0.000 I 0.940 . " :~....;- .:-. ,~ ',:' ¡{t~ \:~".'.::: ': ~:..~ :. . ,~"" .. :,> ". " . ~~~~:~!', .. . . ,.' '.", :;.\-!. ,:,>' ~~;::-:~:!:... - . o 2310 41.1 21.1 453 464 ~30 37~ 1721 56 79 86 91 31< 68 59 67 71 265 2 3 2 o 7 o o 2 o < 718 54.5 6.5 44 63 82 137 326 lEast H Street IEastbound Peds! Left Thru I 51 0 254 31 0 292 01 0 447 01 0 436 81 0 1429 1 01 0 378 1 I 0 354 31 0 468 01 0 430 41 0 1630 I 121 0 3059 0.91 76.8 0.11 28.0 102 64 111 115 392 07:00 on 1<106/01 I 07,15 01 324 0.01 45.2 I 716 I 07,45 01 91 I 228 I 0.785 to 08:45 on 12/06/01 I 07:15 5 384 31 0 0.6 53.6 0.41 0.0 I 2001 I 07,30 01 0 1 557 I 0.898 J 1553 448 O( Tl.6 22.3 0.01 I I 447 110 01 1 I o 137 P.04 study No.., 0137)02Q $ i Ie Code ; 003m~0 start Date, lè1D6¡Ol P.~e , 1 Rio;¡ht 920 23. I 8.4 Ilntv!. Peds! Total 129 132 110 102 473 I 01 1199 01 134~ 01 1457 01 1489 01 5490 I 01 OJ °1 01 01 I .. 01 wm:~ -I -I ~.6k Hour Analy.t. 8y Entire Intersection for the PeriOd, . .:'fj,.. ,,,.1. ;~t. ~.:.::.. t.t ...i~h ';'.. ¡.YOl. ,_,. _ " lotal ~" :"';: !.:. HF 104 89 136 118 447 1334 1211. 1432 ;~~ 5419 - ,~ ~ ." :~~ . . ,. -,. '.." DEC-07-01 07:03 PM TRAFFIC_DATA_SERVICE_SW. ,1'.':;';'..;..1<. :t~t<"':'~'?)~'-" it~Âi!~th,r I Cl..r & Ory ri~~:~')Ç~t~ by: If. Parish & B. Potter ;, ··lQi¡rd' '01-1427 & DI-1429 ',. t, 1-80~ HIB Ro"l'$ & ~o.t H Street ·1 ¡..;, . ";.-' i ,',..'. .', ~~ln~1tr~ Traf1fc Cate Servfce Southwost 9773 Hetne Avenue Lakesid@, cA 92040 (619) 390-8495 fax (619) 390-8427 11-805 NIB On Ramp Soothþound I Unshifted 11-805 NIB Off Ramp INorthbound I Peds left Thr" Ri h I ,,'.~, . t.: Too.' ru Ri ht lea., H Stre.t Iwestboúnd I Peds left Thr" Ri ht , t,· ; r" ~-:'1:" . ':r; '" ,",.' ~"- .: '.' ,. ~.I,;. ,->. i"."·,:· :~~;:··,-r;..""".. ~'?~+~'~~1:~'" ' ~~!~ ~F~~':r ~~ ~;{?"~~1:'~·:· . ';,: : I' ~~,' ' :.:~':,: -. '. .'. , ,"',. :t,5;i;~:" ~)~~~::r," . '1"" ."~...¡'..,, ~{~~£, ¡¡¡,;£.~.."i..'". ~ (>I .:~, !#{t'>'tiÄ' :{¡~', . ß-:;Î'"i')::'~::"'\ . . . "~'.:t" ",," ~.' ' ;~,{::'/Ji':':" I- On R....p J.G93 l' 1U3 t ....t 1544 +- 1553 -? 3545 448 ~ 121'r~I'Yl sr a.. : ....1'11 5'25 r N 11'4 , , ~ i r 324 384 448 5 3 -895 KID 011 RaMP 4845 619 390 8495 P.05 Study Heme: O13~O~Q .. 5; t. Code : 003730~O·· . St.rt D.t., 12/06/01· Page 2 I~ast H Stre.t ¡Eastbound I lntvl. left Thr" Ri ht P ~ -. 1:... 1688 f- 13ZIi1 ~ 1937 E.."t H St....et :¿f{~ ,:;,'( :,¡:::, , :..; ~):'.':!~: i:j:1tt .1. '.' ,'. ~:,:.;~\:.i~L~ ',::"~\,.~>:~ .; ········:,·,t~lj~~ ;'·j~:t(~ ;, -:..(. :',-"I~~ ",,( ",';i: ~ ,: 1,', DEC-21-01 05:39 PM TRAFFIC_DATA_SERVICE_SW. 619 390 8495 çl,.r & Dry M. Perish & B. Potter D1-1424 & 01-1429 1-805 NIB R~nps & fest H Street frafffc Data Service Soutnwe$t 9773 Ma;ne Avenue L.'eslde, OA 92040 (619) 390·8495 fox (619) 390-8427 p-805 NIB On R...-p . . l$out~bo<Jnd I l ft r f#/01 ·,001 .,. )6:151 )6:301 ~"'.: .. -4 F~:';Ífourl >¡.:,~::7~!~"",' .... I '....'j-_,......:'.......17.001 .....N..~ ·17' 51 [",'·'."";1> :1 ,.ifi;~$~i:.J7:3() I !I:J4ì1"·17'451 ¡:~"~~:"'~:';.': .','N'-'tl ~'!~·':'.c,.~"('· ...... "1-"-· I ~i..-t" > ;W-!..)} ,¡,'I- 1'..;',\: ·rotall ''I;>-~..'' . ..,;!'II (\pr. }. ... , '." ,'flInt. I . .. - I*,\¿; .. .; ~ ,~ . ~ ~~j;¡;"~ Høur Analysis h' Entire ,~Fl~: 1:1':':.Et.'¡t~ 116:15 . ..".~' u-l 1 0 ¡,,-;lr·~:.'''·~ .- '.<f~;;;;,:-'_.. I '.,.,~Þçt.. 0.0 ;)"01 1 0 J9Ò 1161-1 .. I 0 I 0 I 0.000 o o o o o o o o o o o o o o o o o o 0.0 o ~<~ 'I;>:;;~:"· "~!~'''''It...· . , ·.~1b~~S:,_ .' , ·:l:~·',....:r~'.""~. Ii~*é mt$~;:~':, . IEa.t H Stre.t Wc.tbound I Ped~ Left Thru GrQI.Ip 1 II-80S NIB Off Ramp Northbound 1 Ped~ left Thrl,J Ri ht Ri h o o o o o I 01 0 161 189 01 0 319 322 01 0 320 333 o 69 329 01 0 1069 '173 I 01 0 290 340 01 0 276 300 01 0 256 291 01 0 273 326 01 0 1095 1257 1 01 0 2164 2430 -I 47.0 52.8 -I 18.0 20.2 o o o o o o o 0.0 Intel'section for th~ Period: 1 16,15 01 0 "98 1324 0.01 0.0 47.4 52.3 1 2527 I 16030 01 0 320 333 1 653 1 0.967 o I 01 25 41 60 01 69 1 49 51 203 1 01 62 '1 59 01 54 01 44 11 219 I 61 422 0.11 28.5 '1 3.5 16,00 on 12/18/01 1 16,15 51 240 0.11 31.8 1 754 I 17,00 01 62 I 202 I 0.933 o 120 o 11-Z o 128 o 134 o 494 o 140 o 154 o 155 o 113 o 562 o 1056 71.4 8.7 o 0.0 514 68.1 o P.04 Study No""" 013~_~j ...... Site Cod. : 003~1ì1 . . Start Dat.' 12118ìoi PÐg~ 1 IEe5t H Street I Ea.tbo<Jnd 1 peds Le ThrU 1 DI DI 01 DI 1 DJ DI 01 01 DI I 01 -I -I 140 o o o o o 6'2 621 648 635 2516 to 17:45 on 12/18/01 I 16,15 01 0 0.01 0.0 I 3117 1 16:30 01 0 I 801 I 0.972 o o o o o 622 572 6'7 583 2394 o 4910 82.6 40.8 2526 81.0 IH ht 1029 17.3 8.5 591 18.9 648 11ii~~L P 126 135 153 5 559 I 01 '.2$3,· . 01 1573 01 '~51 01 6j>'Q I 01 01 01 01 01 .\ 01 .1:!ni7 ·1 ·1 158 108 109 95 470 1.612 l470. .' ,'.', ¡~z'" 'i' ·~:",,;t· '~M~";;-:~; ~. > ..::,,«~¿;:~ . .',., , ! ~ ::: . .~ 153 I 01 .. 0.01 ·1 I °1 I I ... .'. ':.' . .:,:. ,-,; . DEC-21-Øl 05:40 PM TRAFFIC_DATA_SERVICE_SW~ 619 390 8495 I ct.ar & Dry M. Pir'sh & B. Potter D1'1424 & D1-1429 )-B05 ~/B Ramps & East H Street Tr.ffic D.t. Servfce SoutnW~st 9773 Mal~ .v~nu~ lakesidcJ CA 92040 (619) 390-8'95 fax (619) 390-84,7 Study ~_, D1373.~ Site Code: 00373 l St.rt Dite: 1Z¡1i/, P8g~ 2 P.0S Group 1 11·805 ~/B on Ramp fest H Street 11-805 HIB off Rimp lEast H Street Southbound IUestbound I ~orthbound I Eastbound I I I I Ilnt,vl, Th Ldt Thrl.i Rlqht Pedtil Left Thru Right peds I left ThnJ RhJht: Ped~d T Ct8 r' . I I I fj -895 H/B On RaMP 1324 l' 1324 II street 5 1439 -E- èã~n':1 'L 1324 5:00p" 2526 -t 4555 &398 5567 ~ 1.U8 591 W r ~ 3040 East H Sh·""t N 1.345 ~ 1 r 240 591. 514 -805 N/B Off RaMP .., . .:. :~;'::.! . '<.,;;.~:~ ".,'!'"'- . : »~?¿ :..:::'fj~:~ . .:::;.i ':>:~' .:.~.~¡ . ""..,:.. . :. ~ :,¡ ',;;! :.t?i .;;:¡ .:..¡ ,.~ . , '., ~ -:¡:;¡ ..- DEC-07-01 07:03 PM TRAFFIC_DATA_SERVICE_SW~ 619 390 8495 " ", ~~~.~:';'q~:;'.' tj;'~I·"'h.r ,Cl.ar & Dry f~.~~~:r,:,':· 'j~ by: S. Mockler & P. Scully ¡~},..." . ~4 * : 01-1433 & 01-1425 't /. -' '.' ~_ " }?_~:~ ~: Hfdden Vista Dr & East ti Stre~t , , Uflshi1'ted ID~>:,~ ';:~: IHidden Vista Drive lEast H Stroet ¡Snopping Center tlrwy ~~:~:;~:.ft IISMhboUI1d IlwestboYnd IINorthboYnd ,.."""þ .~. ~:(t;.;~~~. ,.,:," l f T r i h ~ ft: yt,ru Ri ht P s Thru Ri ¡<:'i..··¡ ~~/01 I I ';t:·':.'ï;1 f·OO 9 9 82 21 18 582 0 21 ~:}~$¿! ,¡ j ;f: j¡,~"~ ¡ jl ,; 1 I %:...;¡(:~~: : 1: ;; ~: ;; ~~ ~ ~I ;;,..<:08,:301 11 14 8B 01 49 489 4 01 ¡j':Y:'<J:9ä'451 18 12 105 11 49 467 3 71 :; .~Itourl 43 46 318 11 187 1953 9 1'1 (' ;.:: I I I &L:JUj'Z~~11 7~ /~ :.~ 1~;¡ =~ :~~; o~i 0~1 7~ ;;:·llnt. I 0.6 0.8 7.3 0.11 3.0 45.6 0.1 0.31 4.1 \,"" ',.', ;.;}~;",~":;,~h".,·,,,:_:'::1c .Hour Analysfs By Entfré Interge¡:tfon for the Period: 07:00 on 12/06/01 to 08:45 en 12/D6/01 ~>iV~iltll1e I 07.15 I 07:15 I 07:15 I 07,15 ~d~1,::~~1.1 18 27 336 81 118 2280 10 191 194 II 61 21 108 ~;:;"j~t. I 4.6 6.9 86.3 2.01 4.8 93.9 0.4 0.71 72.3 4.1 22.7 0.71 5.9 ~;fJc'~1 I 3119 I 2427 I 268 I 1822 ~?£""..~¡¡ti I 01:45 1 07;15 I 07.15 I 07,45 ?');'?I~. y!.l. I 2 6 110 01 35 594 7 91 63 3 17 21 32 ~;J;;~~l I 118 I 645 I 85 I 5Tl f<':'l.¡h~Hf I 0.!lZ4 I 0.940 1 0.788 I 0.789 ~,t~:i;~P ~~~.".' ;.t..-e;,;',,,:' ~f~;;':~: . !i¡l:~ t~~:;;.::,' ~::;: " t~~:;':·;}, , Tr.fffc pata Service Southwest 9173 Maine Avrnue Lakeside, C~ 92040 (619) 390·8495 fa. (619) 390-8427 ~-: /:-:. ,. ~ -,~~" , ~:~. . .¡- f>;'_r:;~,. ,';--,' ;~ ;:~: :., " [~Fh'~- . !~\A· '.~'-.'. ,- 36 63 40 41 180 50 57 51 46 204 1 3 2 4 10 2 5 6 7 20 30 5.5 0.3 123 22.7 1.3 P.06 StlJdy N"",,,' om~o~o ':\ Site Code: 003r3ÖiO Start Date: 1UOiJO' .¡ ÞlIge : , least H Street e.stbo<Jnd I Peds 15 17. 15 20 67 I 01 21 01 01 21 I 01 01 01 21 21 I 41 0.71 -I 9 11 15 21 56 f Tt'lru Ri ht 285 25 315 34 404 33 510 35 1514 127 354 27 295 "'- 329 36 336 49 1314 156 2!1Z8 283 83.9 8.3 30.2 3.0 14 19 24 32 89 33 41 56 35 165 254 7.5 2.7 1 1583 129 21 86.8 7.0 0.1 I I 510 35 01 I I ¡ntvl. PedRl fotal I 1 ¡ 10e1 21 1211 01 '1251 01 1:$27 31 4870 I 01 1117 11 1063 11 11~9 01 "58 2144117. . I . 51 ,~5.7 O;IJ- -I DEC-07-01 07:04 PM I~¡ .... '~. ,,w,.. ".' ~~'"~, ~~,~,~,i~ .......',...,.'..., ." :.~... ~ :' .,n. ~~~>. .. . ~ ~.,," ~~,-, ~:~~::·.~,~-~,L, . ~:.:;~\<~:~: ;'~'."-" ,:.'~" ~.~i,lè.'-:~: . . v.,:' ~;': {" .(:',~"" " .. t,f" "", .~' ,j ~~:~,. ië....·-:.· ',? ',/' ,. - ;f' " ":~-~: ,)'. :.,., ~':':. :'~"., .,.;. : ~ .' ~.. -:¡ X" .;: . Co:,; ¡.:xJ·..t.., ~h;~t·· ... TRAFFIC_DATA_SERVICE_SW. 619 390 8495 1 Clear & Dry S. Mockter & P. $çylly 01-"33' D1"425 Hidden VIsta Dr & ~.st H Street Trefffc Data Serv1ce Southwest 9773 ",ine ~VênUé L.k.sfdo. CA 92040 (619) 390-8'95 f.x (619) 390-8427 IHidden Vista Drive 15DUthboUMd I I lEast H S~reet Westbound I I unsh i He'd ¡Shopping Center Drwy ¡Northbound I I p left Thr-u lEast H Street IEe.tboound I left rhr-u Rl ht of Ri ht Ri ht Peds left Thr-u idd.n Uist. »1'1"'" 8 21 129 331> 18 ~ 1 ~ t 518 H St.."et 19 28111 E-- 1f"rrU -t... 19 ,..j' I: a.. 1M : ~" ~ 2289 41>32 491i16 4999 1:583 ~ I .v- 118 129 ~ -+ 1&&2 2 East H St;~et N :142 .,¡, 1 i P 214 11 1'./1: u 2 $ ODnin-"; entltr Dr-wy P.07 Study N.",., 0137J~O Sit. Code , 00373030 start D",t~: 12/06101 Page : 2: RiAht Intvl. peds I Total I "">,',.', ,~,". '-" .. . ."~ .; '.s ';:.,' 'j, .. " ,l '.<' ... . . DEC-21-01 05:40 PM TRAFFIC_DATA_SERVICE_SW. 619 390 8495 J Cleor & Pry P. Scully & S. Mockler 01-'431 & 01-1433 Hidden Vista Dr & East H Street t.idden Vist. Drive ISout~bour<! I f Thru Ri ht 13 48 12 47 12 54 15 48 52 197 10 48 '4 57 '4 42 41 48 188 60 '00 385 10.9 18.3 70.5 0.5 0.8 3.3 Pe" Tr.ffic Data Servfct ~outh~est 9773 Mafne ~venue l.'eside. CA 92040 (619) 390-6495 fox (619) 390-8427 Tnru 70 82 81 399 423 449 403 '674 Ri ht 455 347 '" IntersQction for tne Period: I 16,'5 01 317 1~0 32 0.01 15.1 82.6 1.5 I 2092 I 17,00 01 85 455 '3 I 557 I 0.938 12 54 01 I 01 01 II o II I II 0·'1 -I 302 '654 608 '5.1 5.3 3328 82.7 Z9.0 7 7 7 5 26 13 7 11 9 40 66 '.6 0.5 25 42 20 48 '4 27 '0 27 69 144 8 40 9 39 11 37 10 22 38 138 '07 282 7.6 ZO.2 0.9 2.4 16,00 on 12/18/0' to ,7,45 on I ,6,15 131 527 52 142 0.61 lZ.8 7.1 19.6 I lZ3 I 16,15 41 134 20 48 I 202 J 0.894 P.06 Study w...., 01373i)1 Site Code : 00373.i1)i .". Start Det«!: ,Ú1áíò', ; '<" PaQe 1 lEast ~ Street I Eo.tbouncl I Peds Thru I 41 76 45' 01 90 473 21 89 540 o 93 579 61 348 2043 I 01 99 567 01 92 546 11 95 588 87 568 ZI 373 2269 I 81 lZl 4312 0.51 13.0 78.3 -I 6.2 37.5 12/18/01 I '6,15 21 371 2159 O.ZI 13.2 77.3 I 2791 I 16,45 01 93 579 I 740 I 0.942 Ri ht 262 4lZ 8.5 4.1 261 9.3 60 68 66 68 Iln,v\' I 01 1320 01 1.414 01 1m. s'~,. 1.5'<1 ... f :'~' ~5 ',E 41';1 . .... ,.;'1- ,i::':;.:;ß ::I- 01·· ""<;B QI·i¡~~~&1'~!¡ ::.';{:;;;;'¡¡¡ ..";"~··":~;y,?:Ü t OJ 0.01 I I 01 I I ,~.~:~·jt -:..:,',i);;- r~ .' lEast H Street Westbouncl I I 01 01 °1 Group 1 IShipping Center Dr~y IWort~bouncl I Peds LeT Thru Ri ht 31 '20 11 1:y. 'I 144 4 1 9 121 507 I 41 140 31 '30 Z '18 1 10 101 491 I 221 998 0.51 71.5 0.11 8.7 .:, ..t, .. .- ., DEC-21-01 05:41 PM ':~¿ft~ I":::; ....... . '.?I"":~'><)I;}"-; . ; -ftIf! ~,'l~·< ~~.i'{:¡~,:: "~~~,~:. ~.~,",,:,~,. ~I' :A,ti).¡.< . .&\,Þ·' : ~~~~:'~ ····,·Î,··· , ·};!;}'1·i;.~:..": . ~~':1.' )t,{ , '·;·~~~!~r-..:' . . ·.~~t·~~, ·~~~1" TRAFFIC_DATA_SERVICE_SW. 619 390 8495 t:l!tar £. Dry P. Scully & S. Hockler 01"431 & D1·'433 Hidden Viste Or & ~ast H Street T~af~ic Data Servtce Southwest 9773 Mtine Aycnuc ~~kcside, CA 92040 (619) 390·8495 fax (619) 390-8427 ¡HIdden Vista I Southbound I I lEast H Street y..tbound I Peds Left Thr GroIJp 1 ISnipping Center Orwy ¡Northbound I Peds Lef Thru R i ht E8!it H Stn·.t I Eas 'bound I p s L~ft Thr Drive f ht Ri ht id.d@n Uista D~iue 49 4:1:' 191 J:I ~ 1 It t 736 .. "t......t 13 :i!454 <E- 1ã/1B/9J. t. 32 J iii : 5p.. 311 1i15:0I1p.. ~ 1130 5<145 5881 4428 21:19 ---t I ~ 31.7 261 ~ --¡. 2336 East H St......t N 1350 , , 1 i ¡7 621 52 521 14<1 2 $ Ipptng C..nt... Prw~ Sf.udy NelM~ si te Codé ~ Start Date; Page h P.07 ~~~~~l 1z/181òî z /¿'::~,::~i . 'J..~'!~ ";..' þ I~t."l. .,!.: , LINSCOTT LAW & GREENSPAN ENGINEERS Appendix B CITY OF CHULA VISTA SEGMENT CAPACITY THRESHOLD STANDARDS N:\ 11 05\East H\Report\ 11 05-A-App.cvr .doc East "H" Street Improvements Capacity Enhancement LLG/San Diego TABLE B·l . A WRAGE DAILY VEHICLE TRIPS ROAD . .~. . LEVEL OF SERVICE . CLASS X,SEcnON A V Ie Ratio (.6) B (.7) C (.8) D (.9) P- (1,0) . &pressway 104/128 52,500 61,300 70,000 78,800 87,s00 Prime Arterial 104/128 37,500 43,800 50,OC?O 56,300 . 62,500 M~Ot Street 104/128 (6 . an~s) 30,000 35,000 40,000 45,000 . 50,000 Major Street 37,500 (4 lanes) 80/104 22.500 26,300 30,000 33,800 Class r Collector 74/94 16,500 19,300 22,000 24,800 27,500 Class II Collector 52/72 9,000 10,500 12,000 13,500 15,000 Classm Collector 40/60 5,600 . 6,600 7,500 8,400 9,400 '. LOS 'r:: Capacities arc from the City of Chula Vista Circulation Element of the General Plan. . Other levels of service are derived by volume to capacity (VIe) ratios. This is only a guideline and capacities included in tbis table represent urban conditions. RuraIroadwa~ With little side friction and/or widening at intersections can accommodate much higher volume~ than snUëò bn this tã61e. . . . LINSCOTT LAW & GREENSPAN ENGINEERS Appendix C INTERSECTION ANALYSIS WORKSHEETS EXISTING WITHOUT EAST "H" STREET IMPROVEMENTS N:\ 11 05\East H\Report\ 11 05-A-App.cvr .doc East "H" Street Improvements Capacity Enhancement LLG/San Diego Existing AM Wed Apr 17, 2002 15:24:39 Page 2-1 -------------------------------------------------------------------------------- 1999 EXISTING CONDITIONS -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Dell VI Dell VI in LOS Veh C LOS Veh C # 1 East H Street/80S SB Ramps D 45.6 0.951 D 45.6 ·.0.951 + 0.000 D/V # 2 East H Street/aDS NB Ramp B 11.4 0.671 B 11.4 0.671 + 0.000 D/V # 3 East H Street/Hidden Vista Dr C 25.4 0.674 C 25.4 0.674 + 0.000 D/v Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to LLG, SAN DIEGO, CA Existing AM Wed Apr 17, 2002 15,24,39 Page 3-1 ----------------------~-------------------------~----~------------------------~- 1999 EXISTING CONDITIONS -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 East H Street/805 SB Ramps ******************************************************************************** Cycle (sec) , 120 Critical Vol./Cap. (X), 0.951 Loss Time (see): 9 (Y+R = 4 see) Average Delay (secfveh): 45.6 Optimal Cycle: 154 Level Of Service: D ******************************************************************************** North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1 1---------------1 [--------------- 11---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 24 7 7 24 Lanes, 0 0 0 0 2 0 0 0 0 0 0 0 2 1 0 1 0 2 0 0 ------------[---------------1 1---------------1 1---------------1 1---------------1 Volume Module: AM Peak Hour Base Vol: 0 0 1006 0 0 0 0 995 230 479 1065 0 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 Initial Bse, 0 0 1006 0 0 0 0 995 230 479 1065 0 User Adj, 1.001.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 PHF Adj, 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume, 0 0 894 0 0 0 0 1106 256 532 1183 0 Reduct Vol, 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 0 0 894 0 0 0 0 1106 256 532 1183 0 PCE Adj, 1.001.00 1.00 1.00 1_00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.001.00 1.00 1.001.00 1.00 1.00 1.00 1.00 1.001.00 1.00 Final Vol., 0 0 894 0 0 0 0 1106 256 5321183 0 ------------1---------------1 [---------------[ [---------------1 1---------------1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 1.00 1.00 0.75 1.00 1.00 1.00 1.00 0.88 0.88 0.95 0.95 1.00 Lanes: 0.00 0.00 2.00 0.00 0.00 0.00 0.00 2.44 0.56 1.00 2.00 0.00 Final Sat.' 0 0 2842 0 0 0 0 4095 947 1805 3610 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: . Vol/Sat, 0.00 0.00 0.31 0.00 0.00 0.00 0.00 0.27 0.27 0.29 0.33 0.00 Crit Moves: **** **** **** Green/Cycle, 0.00 0.00 0.33 0.00 0.00 0.00 0.00 0.28 0.28 0.31 0.59 0.00 Volume/Cap' 0.00 0.00 0.95 0.00 0.00 0.00 0.00 0.95 0.95 0.95 0.55 0_00 Delay/Veh, 0.0 0.0 57.7 0.0 0.0 0.0 0.0 55.9 55.9 66.7 15.0 0.0 User DelAdj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 AdjDel/Veh, 0.0 0.0 57.7 0.0 0.0 0.0 0.0 55.9 55.9 66.7 15.0 0.0 DesignQueue: 0 0 43 0 0 0 0 56 13 26 35 0 ******************************************************************************** Approach: Movement: o Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to LLG, SAN DIEGO, CA Existing AM Wed Apr 17, 2002 15,24,39 Page 4-1 ---------------------------------------------------~---------------------------- 1999 EXISTING CONDITIONS -------------~---------------~-~----------~~---~------------------------~-~----- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 East H Street/80S NB Ramp ******************************************************************************** Cycle (see), 120 Critical Vol./Cap. IX), 0.671 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 11.4 Optimal Cycle: 49 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------[ [---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Ignore Ignore Min. Green: 7 0 7 0 0 0 0 7 0 0 7 0 Lanes: 1 0 I! 0 1 0 0 0 0 0 0 0 2 0 1 0 0 2 0 2 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: » Count Date: 28 Oct 1997 « AM Peak Hour Base Vol, 324 0 384 0 0 0 0 1553 448 0 1220 1688 Growth Adj, 1.00 1.00 1.00 1.001.00 1.00 1.001.00 1.00 1.00 1.00 1.00 Initial Bse: 324 0 384 0 0 0 0 1553 448 0 1220 1688 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj, 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.00 0.95 0.95 0.00 PHF Volume: 341 0 404 0 0 0 0 1635 0 0 1284 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 341 0 404 0 0 0 0 1635 0 0 1284 0 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Final Vol.: 341 0 404 0 0 0 0 1635 0 0 1284 0 ------------1---------------1 1---------------1 1---------------[ 1---------------1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.87 1.00 0.87 1.00 1.00 1.00 1.00 0.93 1.00 1.00 0.93 0.88 Lanes, 1.46 0.00 1.54 0.00 0.00 0.00 0.00 2.00 1.00 0.00 2.00 2.00 Final Sat., 2415 0 2555 0 0 0 03538 1900 03538 3344 ------------1---------------1 1---------------1 [---------------11---------------1 Capacity Analysis Module: Vol/Sat, 0.14 0.00 0.16 0.00 0.00 0.00 0.00 0.46 0.00 0.00 0.36 0.00 Crit Moves: **** **** **** Green/Cycle, 0.24 0.00 0.24 0.00 0.00 0.00 0.00 0.69 0.00 0.00 0.69 0.00 Volume/Cap, 0.60 0.00 0.67 0.00 0.00 0.00 0.00 0.67 0.00 0.00 0.53 0.00 Delay/Veh, 41.6 0.0 43.2 0.0 0.0 0.0 0.0 4.0 0.0 0.0 3.0 0.0 User DelAdj, 1.001.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh, 41_6 0.0 43.2 0.0 0.0 0.0 0.0 4.0 0.0 0.0 3.0 0.0 DesignQueue: 18 0 21 0 0 0 0 38 0 0 29 0 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to LLG, SAN DIEGO, CA Existing AM Wed Apr 17, 2002 15,24,39 Page 5-1 -----------------------------------------~--------------~----------------------- 1999 EXISTING CONDITIONS -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 East H Street/Hidden Vista Dr ******************************************************************************** Cycle (s.c), 120 Critical Vol./Cap. (X), 0.674 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (secfveh): 25.4 Optimal Cycle: 79 Level Of Service:' C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 I----------~---~I I~~------~-----~I Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 7 20 7 7 20 7 7 20 7 7 20 7 Lanes: 1 1 0 0 1 1 0 I! 0 1 2 0 3 0 1 2 0 3 1 0 ~~~~~-----~~I----~~--~~-~---I I-~-----~~--~~~~I I---~~----~~~~--I I---~-~~~~~~-~--I Volume Module: » Count Date: 28 Oct 1997 « AM Peak Hour Base Vol: 194 11 61 18 27 336 100 1583 129 118 2280 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse, 194 11 61 18 27 336 100 1583 129 118 2280 10 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj, 0_90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 216 12 68 20 30 373 111 1759 143 131 2533 11 Reduct Vol, 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 216 12 68 20 30 373 111 1759 143 131 2533 11 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.001.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 216 12 68 20 30 373 111 1759 143 131 2533 11 ~~-~~~~~-~~~I--~--~~-~-~-~~-I I-~~--~-~~-~-~~~I I-------~-~-~~~-I I---~~-~~~~~~~~~I Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 0.93 0.93 0.82 0.87 0.87 0.87 0.90 0.89 0.83 0.91 0.90 0.90 Lanes, 1.89 0.11 1.00 1.04 0.13 1.83 2.00 3.00 1.00 2.00 3.98 0.02 Final Sat., 3332 189 1567 1718 218 3000 3432 5083 1583 34666809 30 --------c---I~--~~-~~-----~~I 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat, 0.06 0.06 0.04 0.01 0.14 0.12 0.03 0.35 0.09 0.04 0.37 0.37 Crit Moves: **** **** **** **** Green/Cycle, 0.17 0.17 0.17 0.18 0.18 0.18 0.06 0.49 0.49 0.06 0.49 0.49 Volume/Cap, 0.39 0.39 0.26 0.06 0.76 0.68 0.56 0.70 0.18 0.65 0.76 0.76 De1ay/Veh, 45.0 45.0 44.1 40.6 52.3 48.9 65.3 19.3 13.3 69.5 20.1 20.1 User De1Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDe1/Veh, 45.0 45.0 44.1 40.6 52.3 48.9 65.3 19.3 13.3 69.5 20.1 20.1 DesignQueue: 12 1 4 1 2 21 7 65 5 8 94 0 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to LLG, SAN DIEGO, CA Existing PM Wed Apr 17, 2002 15:24:41 Page 2-1 -------------------------------------------------------------------------------- 1999 EXISTING CONDITIONS -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 East H Street/80S SB Ramps F 194.6 1. 421 F 194.6d.421 + 0.000 D/V # 2 East H Street/80S NB Ramp D 35.1 1. 060 D 35.1 1. 060 + 0.000 D/V # 3 East H Street/Hidden Vista Dr D 52.0 0.953 D 52.0 0.953 + 0.000 D/V Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to LLG, SAN DIEGO, CA Existing AM Wed Apr 17, 2002 15,26,07 Page 5-1 -------~--~-----------------------------------------------~--------------------- 1999 EXISTING CONDITIONS ----------------------------------------------------~--------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 East H Street/Hidden Vista Dr ******************************************************************************** Cycle (see), Loss Time (sec): Optimal Cycle: 120 12 (Y+R = 85 Critical Vol./Cap. (X), 4 sec) Average Delay (see/ven): Level Of Service: ' 0.812 31.7 C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Protected Protected Rights, Include Include Include Include Min. Green: 7 20 7 7 20 7 7 20 7 7 20 7 Lanes: 1 1 0 0 1 1 0 I! 0 1 2 0 3 0 1 2 0 2 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: » Count Date: 28 Oct 1997 « AM Peak Hour Base Vol, 194 11 61 18 27 336 100 1583 129 118 2280 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 194 11 61 18 27 336 100 1583 129 118 2280 10 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj, 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 216 12 68 20 30 373 111 1759 143 131 2533 11 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 216 12 68 20 30 373 111 1759 143 131 2533 11 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 216 12 68 20 30 373 1111759 143 1312533 11 ------------1---------------1 1---------------1 1---------------1 1--------------- I Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.93 0.82 0.87 0.87 0.87 0.90 0.89 0.83 0.91 0.90 0.90 Lanes: 1.89 0.11 1.00 1.04 0.13 1.83 2.00 3.00 1.00 2.00 2.99 0.01 Final Sat., 3332 189 1567 1718 218 3000 3432 5083 1583 3466 5107 22 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat, 0.06 0.06 0.04 0.01 0.14 0.12 0.03 0.35 0.09 0.04 0.50 0.50 Crit Moves: **** **** **** **** Green/Cycle, 0.17 0.17 0.17 0.17 0.17 0.17 0.06 0.51 0.51 0.06 0.51 0.51 Volume/Cap, 0.39 0.39 0.26 0.07 0.83 0.75 0.56 0.68 0.18 0.65 0.98 0.98 De1ay/Veh, 45.0 45.0 44.1 42.2 59.0 53.0 65.3 17.5 12.1 69.5 34.2 34.2 User De1Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDe1/Veh, 45.0 45.0 44.1 42.2 59_0 53.0 65.3 17.5 12.1 69.5 34.2 34.2 DesignQueue: 12 1 4 1 2 21 7 63 5 8 94 0 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to LLG, SAN DIEGO, CA Existing PM Wed Apr 17, 2002 15:26:07 1999 EXISTING CONDITIONS -------------------------------------------------------------------------------- Page 2-1 Impact Analysis Report Level Of Service -------------------------------------------------------------------------------- Intersection Base De1/ V/ LOS Veh C # 1 East H Street/80S SB Ramps F 194.6 1. 421 # 2 East H Street/80S NB Ramp D 41.1 1.083 # 3 East H Street/Hidden Vista Dr D 54.7 0.953 Future Change Del/ V/ in LOS Veh C F 194.6 '.1. 421 + 0.000 D/V D 41.1 1.083 + 0.000 D/V D 54.7 0.953 + 0.000 D/V Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to LLG, SAN DIEGO, CA Existing PM Wed Apr 17, 2002 15,26,07 Page 3-1 -------------------------------------------------------------------------------- 1999 EXISTING CONDITIONS -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 East H Street/80S SB Ramps ******************************************************************************** Cycle (see), Loss Time (see): Optimal Cycle: 120 9 (Y+R "" 180 Critical Vol./Cap. (X), 4 see) Average Delay (sec/veh): Level Of Service: ' 1.421 194.6 F ******************************************************************************** Approach, Movement: North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 24 7 7 24 Lanes: 0 0 0 0 2 0 0 0 0 0 0 0 2 1 0 1 0 2 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: PM Peak Hour Base Vol: 0 0 1683 0 0 0 0 1434 249 468 910 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 1683 0 0 0 0 1434 249 468 910 0 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj, 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.900.90 0.90 PHF Volume: 0 0 1870 0 0 0 0 1593 277 520 1011 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 0 0 1870 0 0 0 0 1593 277 520 1011 0 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 Final Vol.' 0 0 1870 0 0 0 0 1593 277 5201011 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 1.00 1.00 0.75 1.00 1.00 1.00 1.00 0.89 0.89 0.95 0.95 1.00 Lanes: 0.00 0.00 2.00 0.00 0.00 0.00 0.00 2.56 0.44 1.00 2.00 0.00 Final Sat.: 0 0 2842 0 0 0 04322 751 18053610 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat, 0.00 0.00 0.66 0.00 0.00 0.00 0.00 0.37 0.37 0.29 0.28 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.46 0.00 0.00 0.00 0.00 0.26 0.26 0.20 0.46 0.00 Volume/Cap' 0.00 0.00 1.42 0.00 0.00 0.00 0.00 1.42 1.42 1.42 0.61 0.00 Delay/Veh, 0.0 0.0 226.3 0.0 0.0 0.0 0.0 238 238.5 252.7 24.8 0.0 User DelAdj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh, 0.0 0.0 226.3 0.0 0.0 0.0 0.0 238 238.5 252.7 24.8 0.0 DesignQueue: 0 0 77 0 0 0 0 86 15 30 39 0 ******************************************************************************** o Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to LLG, SAN DIEGO, CA Existing PM Wed Apr 17, 2002 15:26:07 Page 4-1 ------~~------~-----------~~-----------------~-~------~------------------------- 1999 EXISTING CONDITIONS -------------~------------------------------------------------------------------ Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 East H Street/80S NB Ramp ******************************************************************************** Cycle (sec): 120 Critical Vol./Cap_ (X): 1.083 Loss Time (sec): 9 (Y+R = 4 see) Average Delay (see/ven): 41.1 Optimal Cycle: 180 Level Of Service: D ******************************************************************************** Approach: Movement: North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------[ 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Ignore Ignore Min. Green: 7 0 7 0 0 0 0 7 0 0 7 Lanes: 1 0 11 0 1 0 0 0 0 0 0 0 2 0 1 0 0 2 0 1 ------------1---------------1 1---------------1 1---------------[ [---------------1 Volume Module: PM Peak Hour Base Vol, 240 0 514 0 0 0 0 2526 591 0 1198 1324 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 240 0 514 0 0 0 0 2526 591 0 1198 1324 User Adj, 1.001.00 1.00 1.001.00 1.00 1.00 1.00 0.00 1.001.00 0.00 PHF Adj, 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.00 0.90 0.90 0.00 PHF Volume: 267 0 571 0 0 0 0 2807 0 0 1331 0 Reduct Vol, 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 267 0 571 0 0 0 0 2807 0 0 1331 0 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Final Vol., 267 0 571 0 0 0 02807 0 01331 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 0.86 1.00 0.86 1.00 1.00 1.00 1.00 0.93 1.00 1.00 0.93 1.00 Lanes: 1.32 0.00 1.68 0.00 0.00 0.00 0.00 2.00 1.00 0.00 2.00 1.00 Final Sat.: 2147 0 2739 0 0 0 0 3538 1900 03538 1900 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat, 0.12 0.00 0.21 0.00 0.00 0.00 0.00 0.79 0.00 0.00 0.38 0.00 Crit Moves: **** Green/Cycle: 0.19 0.00 0.19 Volume/Cap: 0.65 0.00 1.08 Delay/Veh, 45.8 0.0 105.7 User DelAdj, 1.00 1.00 1.00 AdjDel(Veh, 45.8 0.0 105.7 DesignQueue: 15 0 32 o **** **** 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.73 1.08 46.5 1. 00 46.5 62 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1.00 0.0 o 0.73 0.51 0.9 1.00 0.9 26 0.00 0.00 0.0 1.00 0.0 o ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to LLG, SAN DIEGO, CA Existing PM Wed Apr 17, 2002 15,26,07 Page 5-1 --------------~-------~--------------------------------------------------------- 1999 EXISTING CONDITIONS -------~-------~-----~~-----------------------------------~--------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ***************************************************************************t**** Intersection #3 East H Street/Hidden Vista Dr ******************************************************************************** Cycle (sec) , Loss Time (sec): Optimal Cycle: 120 12 (Y+R : 160 Critical Vol./Cap. (X), 4 see) Average Delay (sec/veh): Level Of Service: ' 0.953 54.7 D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 7 20 7 7 20 7 7 20 7 7 20 7 Lanes: 1 1 0 0 1 1 0 1! 0 1 2 0 3 0 1 2 0 2 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: » Count Date: 28 Jan 1999 « PM Base Vol: 527 52 142 35 49 197 371 2159 261 317 1730 32 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 527 52 142 35 49 197 371 2159 261 317 1730 32 User Adj, 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 1.00 PHF Adj, 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 586 58 142 39 54 197 412 2399 261 352 1922 36 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 586 58 142 39 54 197 412 2399 261 352 1922 36 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.001.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 586 58 142 39 54 197 412 2399 261 352 1922 36 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 0.93 0.93 0.82 0.89 0.89 0.89 0.90 0.89 0.83 0.91 0.90 0.90 Lanes, 1.82 0.18 1.00 1.11 0.32 1.57 2.00 3.00 1.00 2.00 2.95 0.05 Final Sat.' 3208 317 1567 1885 535 2661 3432 5083 1583 34665026 93 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat, 0.18 0.18 0.09 0.02 0.10 0.07 0.12 0.47 0.16 0.10 0.38 0.38 Crit Moves: **** **** **** **** Green/Cycle: 0.18 0.18 0.18 0.17 0.17 0.17 0.13 0.46 0.46 0.10 0.42 0.42 Volume/Cap' 1.03 1.03 0.51 0.12 0.61 0.44 0.90 1.03 0.36 1.03 0.90 0.90 Delay/Veh, 93.6 93.6 46.3 42.6 48.7 45.5 77.0 54.1 17.8 116.8 33.9 33.9 User DelAdj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1_00 1_00 1.00 1.00 1.00 AdjDel/Veh, 93.6 93.6 46.3 42.6 48.7 45.5 77.0 54.1 17.8 116.8 33.9 33.9 DesignQueue: 34 3 8 2 3 11 25 98 10 22 B1 2 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to LLG, SAN DIEGO, CA LINSCOTT LAW & GREENSPAN E N G J NEE R S Appendix E INTERSECTION ANALYSIS WORKSHEETS BUILDOUT WITHOUT EAST "H" STREET IMPROVEMENTS N:\1105\East H\Report\1105-A-App.cvr.doc East "H" Street Improvements Capacity Enhancement LLG/San Diego " " " · · · 0 .. : · 0 0 0 ~~ 0 0 0 < · · 0 0 0 .. u u · · .; , " · ê · >ug ^ : 0 " .; ~ B, ".......<:.... · . . oj c>~ ~ " · 0 < .. u S ^ · " 0 z : " , · : ~ 0 · >ug ^ · M - 0 · , · " 00 0 .; .; · ~ UU · ~ · .~ ., · ~ IQ.....'O:... · 0 .. . U -;;¡,,¡ C>:::: ~ 0 0 > š. ~ ¡:¡ ~~ < '0 U M § Æ..... < · · 0 · " · " " · · 0 · 0 · · ~. · · ~ .i! · Ii 0 ~ · · " · · > 0 · · 0 ~ ~ · 0 · " 0 0 ~ ~ · · :> , , " " · · · 0 · · · ~ ~ ~ " , z z z ~ ~ " 0 ~ : · ~ , · ~ · ; · · · < " ~ " " ,¡ : Ii ~ ~ .. g: .. .. . O·C/)· .., z· :::::s: ..,E-<...... "".......1-0 o.@:& o. 0 u·. (:I: 0 z·~ H· " ~ t;: ~ H·' t) , I< ' u E:::<I>~ ::I...... ..... ,c.....' ::I Eo<....: ; , o o o " § ,.- 0" ., C ~~~ ~ QlG/..... III '!;:I ~r.. ¡~ ~ ¡:; ........1.' C II) I;> III GlU "'011'" Ii! g" Po i:ò..c.......... ð~ III ~-;::-¡:;: Õ 6 U o....q..e-ø.ø:u .....".................................. ...0............................ ::I'D::I::I::I::I::I::I::I "'...."'.."'''''''"'''' ~g!ß~~~~~ < u .; 0 ~ · ~ ò · " S " : c · ~ · ! < 0 " ~ 0 0 0 ~ ^ 0 " 2 : " . :i ,. o· ~: ,. o· § " < o · ~ c ··0 c·_ 0" ., c Qj~~ ~ .. ;.:.~ ê~ ~ 't\.... 011..... "::;I ~~~t°t:l.;;:~ "lftlQ,Q,.<::......... ð 'õ ~;::-;::;: õ g U>CI....&<&<ø.ø::U 00000000000 0000 0 000000_ ""« ~~~oo 00 00 _0' .. ....0..:. § : 'go> ............00 00.... .. Li\. 0 ....!-< : .. ~~ ..:~ ~ ~~N §:~::§Oª::§ ~::~: ;i ~~:~:~: i~:~~oo o~og~ooog~o ª:~o: o.;;~~:o~ ~~ ~~.. 'O~ gggggoooggo ~~~~ ;·;;:;:o~ &~~ .. ;jQj: Je- JiroN ~~g~g~~o:;;:: ;5~ª ~: ~;:;:~~ 'II ~-~: -;;: -C:~ :z:::::....;::::....o:::::.... ...., _~.H. 0.00.... '>0 ~'~ «~: ......;~~:Æ ~ 0° ~ooooooooooo ~~.~.o .:> 000000: .... é'j ê'::: .. ~~~:.... 0:> æ 0:> 0'" 00 ~_~ 0:> ~~o:c::ò : ~ i Hi Ji~¡~" u 00 7;ogog~000ggo gggo ; ;;";:o¡.~ c:> CI 8-"~: t!~3: g 2'g 0 '" ~ ~ ~~~:: D :;~ ~~oo ~ogog~oooggo gggo : ~~:~:o:.: .... > <II. :Z;.. ¡ :::I ¡:;". 0:> II ........0 g ~ t~:Li\" £ ~ oogog~oooggo gggo g ggc::g~o: p '" ø~:~: .... 0:= . -. :"";0: 0: 00:°....;° : " '" ... 0......... .<:: '" 0.........,. .. .. e.. .... ....~: t: if .. ø:: !:~g~g~gogggg g~~~: ::::: ~::::~g«:~: QI ",.. ,",.. ~ '" .,1<"''''' ..... .., ..., ",.", ............... ~3:~: 0:"': ~ 'g~ ~........o ........ ...0....... §"" 00.......... .. ð:~::::: '"'::8 ~gO~;gO:og~oooggo ~~~~O.~~ ~~:~:O: ==::: .::: 8.... 0 U ....0 ........ '8........0 :::1:000.... . ~.~. 0 ~ ^00000~0~00~'::I:0~~~'~0 ....~~o~~. g:: "': _ =,.:¡ ..... ^:::~:::~~~ ~oo~: J;¡":~~: ~~ ~~....i~....i"": .....:: ..:~: 7~....0 -7-~""0"""'-7-~0 ~o~...... ..: o·û-~: .,: ª.,...,:: .,....0 <::.... ..:;¡¡ ;;~Ci."'I:!.r::~: · t: :~u:.r::.... ~ ~;¡~"',;:,..5g> 0 :~;¡ :;:. »-gt~ð'¡~~~: œ.-.........u~ _~ 0 ....'\:1.,...,.... '\:I.,...,.,...,> ....<::E ~ ........ou'>œ'o. · f::: ...e-~: ~~ 8~c... ~>:5.:::<~g:t:~~~.... ~~~III"" --¿:::Eì:~">;.oQ:6.: .01. ..............,.., .....r:: 01 "'.,J....~ "''' ... """,œ... ...'....III"'..I-<Q..... ~:ð3g:~~ 3~;~ ~:~~~~æ~~~~~ ::~~~ 3~E~~~~~~: · · o· <. · < u Ò " ~ Q ¡; " :i " E " · · , · ~ " o o : < · -" ! o o · o N " " o " ~ § " " o ~ o · . . 0 00000000000 0000. 0 000000. a:. 0 0 0'" 00 000' 0 00'0' . · '\:I ....i '" . . . '0'0 . "'.....0.5 ~~ 0.....0 .......0 000.... : · .~~ ~:~ ~~~'" ~~~:::oa::~ ª5~ª : 5::~:~:.· .. " .~ ~ gggg;¡~o~gg~ g~g~ ~.~o~o~~. ..... ,.:¡ ~....i~ ..., ~,..;,..;~ ~ó,..;:: :: ~:~:~"'~ ~~ :.::;:: . a: ~o ~g:;::g~~o~gg~ g:g:; ::; ....;:~g~"': e: ~~. § ~~.... "',..;"',..;.;'" "',..;,..;'" ~o"';~ :.;:,..;~"'..: .... 01. . U .. 0 ...." &~: 3!~:=e- 2g~'" ~:~::~o~::~ *~~~ ~:~~:~:~: ~ ~ :!~ .¡~j~~,.:¡ ~HO:. o:og;¡oooggo i~~:: ;·;~~~~o~ : 5 ~g: ~:~: ....0 ........0 ° 00 : : ~ ~i~ .,:~~i~~a: :., 0. ogo::oooggo. :::0 ~ ~~:::o:.¡ °t!¡s-:¡r:tJ.:ë3:g ~-g .... ~ ~~~;~ ¥ ..~e- ~~oo ogo::oooggo ;:~o g ~~:::o~ U >< I-< X" . . go.o 0gog~oooggo 0000 0 000000. ~ ~ ~~:~: ~ ~ o· .....0 000: ::0:0 " '" .... 0" ,.. .r:: 0\ 0............. . e-:... ...~::: $ : a: 0", l-<~g5':;:~~o~gg~ g~g~: ::::: ~~,":g",:~: 011-<. 1-<" ~ 'd" ::I~'~'~ . "'..~ .....~.~.. ~~: "'.. 0"'''''' g ~~ 0: g .... 00 . ....0"'''' ~O. 00......... .. ..=..'" ~..... ~....o '~ooooooooooo 1110000 ::10 000000" ::¡:...... Eo< U 0'" ....000 ''do 00·0· .. ~:~: :5~.9:¡¡:........0 ........ .g~....ió :~ó óó°....i° : g:~: :~ ~ oO:~ogog~oooggo.igggo:~g gg~g~o: 0....... _ ,.:¡ o. ,~~.. .~. ·'0·0" '" .. ""'.. 0 ,.. ... .... '" . 0........ '" . >.0 0 0.... .. dldI" -III -.... -... .. ~.. .."'..... .... . '" .... -.. 0"__0" " œ ........ .. I:: ) dI" g.,ò: -- :¡¡ "8-.:r;: ~'õg ,..;;§..~....'< ~'õ~.<:~~~: 0.. "' s ...r::.... dI::I:.... < """,,::1> .... 0 .... dI., ... >... > >.u .,.... > ".. 01..-......... U.: ......1-< 0 ....'t:!.,...,... '0.,..,.,...,> .....:s <10 ......... ou,> dI'O" 0). e-.......III 0"0 <p>..<:: "'<'0 0"'" G)'C'O .."'.... ......::f:.....œ'~.....:.. ..,..., s. os ...... ~ s .......... <>00«.... I-<':¡",~"" 0'" <::s>. œl:>" .. G).. ....111........,., .....r::.., ;:0 III):...... :>::1 "' ::1';:0 III", ..,..... dI ""'..,0·..... U .,...... 0.> .: 1:>":": ... III 0.... dI '" "''\:I'd o:.¡ '" <:: .........,.., <:: <:: 0.......... QI.......,.,...,"'.. <::.. >'00." 0.0 0.......... 0"," <::"' '" '" dllII U~"" .....'\:1 ...... ",0 1-<.. 0 QI IÐ'd I " ~.u,.:¡o..<::I: Ua:::¡:~ >øO~~~~~~~::I:'" <IO<IO<~~ u>uo>.o~<c.. ~ " o o ~ o . 7 · ~ · < u ò M o ~ 3 " E " : , · ~ " " ! < · ~ ~ o o o " " " " o ~ · " " Existing PM Wed Apr 17, 2002 15:24:41 Page 3-1 ---------------~-----------------------------------------------~----------~----- 1999 EXISTING CONDITIONS ------------------------------------'-------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 East H Street/80S SB Ramps ******************************************************************************** Cycle (sec) , Loss Time (see): Optimal Cycle: 120 9 (Y+R = 180 Critical Vol./Cap. (XI, 4 see) Average Delay (sec/ve~): Level Of Service: 1.421 194.6 F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 24 7 7 24 0 Lanes: 0 0 0 0 2 0 0 0 0 0 0 0 2 1 0 1 0 2 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: PM Peak Hour Base Vol: 0 0 1683 0 0 0 0 1434 249 468 910 0 Growth Adj, 1.00 1.00 1.00 1.001.00 1.00 1.001.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 1683 0 0 0 0 1434 249 468 910 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj, 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume, 0 0 1870 0 0 0 0 1593 277 520 1011 0 Reduct Vol, 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 0 0 1870 0 0 0 0 1593 277 520 1011 0 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 1870 0 0 0 0 1593 277 520 1011 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 1.00 1.00 0.75 1.00 1.00 1.00 1.00 0.89 0.89 0.95 0.95 1.00 Lanes: 0.00 0.00 2.00 0.00 0.00 0.00 0.00 2.56 0.44 1.00 2.00 0.00 Final Sat., 0 0 2842 0 0 0 0 4322 751 1805 3610 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat, 0.00 0.00 0.66 0.00 0.00 0.00 0.00 0.37 0.37 0.29 0.28 0.00 Crit Moves: **** **** **** Green/Cycle, 0.00 0.00 0.46 0.00 0.00 0.00 0.00 0.26 0.26 0.20 0.46 0.00 Volume/Cap, 0.00 0.00 1.42 0.00 0.00 0.00 0.00 1.42 1.42 1.42 0.61 0.00 Delay/Veh, 0.0 0.0 226.3 0.0 0.0 0.0 0.0 238 238.5 252.7 24.8 0.0 User DelAdj, 1.00 1.00 1.00 1.001.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh, 0.0 0.0 226.3 0.0 0.0 0.0 0.0 238 238.5 252.7 24.8 0.0 DesignQueue: 0 0 77 0 0 0 0 86 15 30 39 0 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to LLG, SAN DIEGO, CA Existing PM -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Wed Apr 17, 2002 15:24:41 Page 4-1 1999 EXISTING CONDITIONS Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ................................................................................ Intersection #2 East H Street/aDs NB Ramp ................................................................................ Cycle (sec), 120 Critical Vol./Cap. (X), 1.060 Loss Time (sec) , 9 (Y+R = 4 see) Average Delay (sec/veh), 35.1 Optimal Cycle, 180 Level Of Service, D ................................................................................ Approach, North Bound South Bound East Bound West Bound Movement, L T R L T R L T R L T R ------------1---------------1 1--_____________1 /_______________1 1_______________1 Control, Protected Protected Protected Protected Rights, Include Include Ignore Ignore Min. Green, 7 0 7 0 0 0 0 7 0 0 7 0 Lanes, 1 0 IJ 0 1 0 0 0 0 0 0 0 2 0 1 0 0 2 0 2 ------------1---------------1 1--_____________1 1_______________1 1_______________/ Volume Module: PM Peak Hour Base Vol, 240 0 514 0 0 0 0 2526 591 0 1198 1324 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 240 0 514 0 0 0 0 2526 591 0 1198 1324 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj, 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.00 0.92 0.92 0.00 PHF Volume, 261 0 559 0 0 0 0 2746 0 0 1302 0 Reduct Vol, 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 261 0 559 0 0 0 0 2746 0 0 1302 0 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj, 1.001.00 1.00 1.001.00 1.00 1.001.00 0.00 1.00 1.00 0.00 Final Vol., 261 0 559 0 0 0 02746 0 0 1302 0 ------------1---------------/ /_______________1 /_______________1 1_______________1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 0.86 1.00 0.86 1.00 1.00 1.00 1.00 0.93 1.00 1.00 0.93 0.88 Lanes, 1.32 0.00 1.68 0.00 0.00 0.00 0.00 2.00 1.00 0.00 2.00 2.00 Final Sat., 2147 0 2739 0 0 0 0 3538 1900 0 3538 3344 ------------/---------------1 /---------______1 1-______________1 /_______________1 Capacity Analysis Module: Vol/Sat, 0.12 0.00 0.20 0.00 0.00 0.00 0.00 0.78 0.00 0.00 0.37 0.00 Crit Moves: **** **** **** Green/Cycle, 0.19 0.00 0.19 0.00 0.00 0.00 0.00 0.73 0.00 0.00 0.73 0.00 Volume/Cap, 0.63 0.00 1.06 0.00 0.00 0.00 0.00 1.06 0.00 0.00 0.50 0.00 Delay/Veh, 45.5 0.0 97.7 0.0 0.0 0.0 0.0 37.6 0.0 0.0 0.8 0.0 User DelAdj, 1.00 1.00 1.00 1.001.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh, 45.5 0.0 97.7 0.0 0.0 0.0 0.0 37.6 0.0 0.0 0.8 0.0 DesignQueue, 14 0 32 0 0 0 0 61 0 0 26 0 ................................................................................ Traffix 7.5.1115 (c) 2001 DOwling Assoc. Licensed to LLG, SAN DIEGO, CA Existing PM Wed Apr 17, 2002 15:24:41 Page 5-1 -------------------------------------------------------------------------------- 1999 EXISTING CONDITIONS -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 East H Street/Hidden Vista Dr ******************************************************************************** Cycle (see), Loss Time (see): Optimal Cycle: 120 12 (Y+R = 160 Critical Vol./Cap. (X), 4 see) Average Delay (sec/ven): Level Of Service: . 0.953 52.0 D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 7 20 7 7 20 7 7 20 7 7 20 Lanes: 1 1 0 0 1 1 0 I! 0 1 2 0 3 0 1 2 0 3 1 0 ------------1---------------1 1---------------1 1--------------- 11---------------1 Volume Module: » Count Date: 28 Jan 1999 « PM Base Vol, 527 52 142 35 49 197 371 2159 261 317 1730 32 Growth Adj: 1.001.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 Initial Bse: 527 52 142 35 49 197 371 2159 261 317 1730 32 User Adj, 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 1.00 PHF Adj, 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume, 586 58 142 39 54 197 412 2399 261 352 1922 36 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 586 58 142 39 54 197 412 2399 261 352 1922 36 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 586 58 142 39 54 197 412 2399 261 3521922 36 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 0.93 0.93 0.82 0.89 0.89 0.89 0.90 0.89 0.83 0.91 0.90 0.90 Lanes: 1.82 0.18 1.00 1.11 0.32 1.57 2.00 3.00 1.00 2.00 3.93 0.07 Final Sat., 3208 317 1567 1885 535 2661 34325083 1583 34666701 124 ------------1---------------1 1---------------[ 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat, 0.18 0.18 0.09 0.02 0.10 0.07 0.12 0.47 0.16 0.10 0.29 0.29 Crit Moves: **** Green/Cycle, 0.18 Volume/Cap: 1.03 Delay/Veh, 93.6 User DelAdj, 1.00 AdjDel/Veh, 93.6 DesignQueue: 34 7 **** **** **** 0.18 1.03 93.6 1.00 93.6 3 0.18 0.51 46.3 1.00 46.3 8 0.17 0.12 42.6 1.00 42.6 2 0.17 0.61 48.7 1.00 48.7 3 0.17 0.44 45.5 1.00 45.5 11 0.16 0.73 56.1 1.00 56.1 24 0.46 1.03 54.1 1.00 54.1 98 0.46 0.36 17.8 1.00 17.8 10 0.10 1.03 116.8 1.00 116.8 22 0.39 0.73 29.1 1.00 29.1 84 0.39 0.73 29.1 1.00 29.1 2 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to LLG, SAN DIEGO, CA LINSCOTT LAW & GREENSPAN ENGINEERS Appendix D INTERSECTION ANALYSIS WORKSHEETS EXISTING WITH EAST "H" STREET IMPROVEMENTS N:\ 11 05\East H\Report\ 11 05-A-APP.CVf.doc East "H" Street Improvements Capacity Enhancement LLG/San Diego Existing AM Wed Apr 17, 2002 15,26,07 Page 2-1 --------~-----~-------------------------------------------~~-------------------- 1999 EXISTING CONDITIONS ------~~-~~--------~-----------------------~---~~-------------------~----------- Impact Analysis Report Level Of Service Intersection Base Future Change Dell vi Dell VI in LOS Veh C LOS Veh C # 1 East H Street/80S SB Ramps D 45.6 0.951 D 45.6 ·,0.951 + 0.000 D/V # 2 East H Street/80S NB Ramp B 11. 9 0.708 B 11.9 0.708 + 0.000 Dlv # 3 East H Street/Hidden Vista Dr C 31.7 0.812 C 31. 7 0.812 + 0.000 D/V Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to LLG, SAN DIEGO, CA Existing AM Wed Apr 17, 2002 15:26:07 Page 3-1 -------------------------------------------------------------------------------- 1999 EXISTING CONDITIONS -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 East H Street/80S SB Ramps ******************************************************************************** Cycle (see), Loss Time (see): Optimal Cycle: 120 9 (Y+R = 154 Critical Vol./Cap. IX), 4 see) Average Delay (sec/veh): Level Of Service: 0.951 45.6 D ******************************************************************************** Approach; North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 24 7 7 24 Lanes: 0 0 0 0 2 0 0 0 0 0 0 0 2 1 0 1 0 2 0 0 ------------1---------------1 1---------------1 (---------------1 1---------------1 Volume Module; AM Peak Hour Base Vol: 0 0 1006 0 0 0 0 995 230 479 1065 0 Growth Adj: 1.001.00 1.00 1.001.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 0 0 1006 0 0 0 0 995 230 479 1065 0 User Adj, 1.00 1.00 0.80 1.00 1.00 1.00 1.001.00 1.00 1.001.00 1.00 PHF Adj, 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume, 0 0 894 0 0 0 0 1106 256 532 1183 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 0 0 894 0 0 0 0 1106 256 532 1183 0 PCE Adj, 1.00 1.00 1.00 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 0 0 894 0 0 0 0 1106 256 532 1183 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 1.00 1.00 0.75 1.00 1.00 1.00 1.00 0.88 0.88 0.95 0.95 1.00 Lanes; 0.00 0.00 2.00 0.00 0.00 0.00 0.00 2.44 0.56 1.00 2.00 0.00 Final Sat.: 0 0 2842 0 0 0 04095 947 18053610 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat, 0.00 0.00 0.31 0.00 0.00 0.00 0.00 0.27 0.27 0.29 0.33 0.00 Crit Moves: **** Green/Cycle: 0_00 0.00 0.33 Volume/Cap: 0.00 0.00 0.95 Delay/Veh, 0.0 0.0 57.7 User DelAdj, 1.00 1.00 1.00 AdjDel/Veh, 0.0 0.0 57.7 DesignQueue; 0 0 43 o **** **** 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.28 0.95 55.9 1. 00 55.9 56 0.28 0.95 55.9 1. 00 55.9 13 0.31 0.95 66.7 1. 00 66.7 26 0.59 0.55 15.0 1. 00 15.0 35 0.00 0.00 0.0 1. 00 0.0 o ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to LLG, SAN DIEGO, CA .. o· .. . . .. :::: e·" ""H' .... 0: ê : & .....-0,11> g:u...: '" . UI . 0 .:z:.... .. H . ... .....&<... .... . '" , c , H . II> ¡¡ . >( , 0 ~:::tI æ ::s.",. L) ..<:."', ::s e.. ".. 0 ~ , c o 6 ,. '" ~~ ~ 110... k _ 11>11>..... ... >,þ.c.. .... ~ ~t~E..¡¡~ ¡¡ e..g.g..<::......... o æ 0 p............::s 5 u.....~;¡¡:t:æ~u ...,;:1........................... HO.............................. :>"':>:::1:>:>"':::1:::1 III...."''''''''''....''' ~]8~~~~Æ~ æ: g; ~: ,. .. ..6 ,. '" ..~:9 ~. 1I>1o<\.< _ "1»011"" .. >'Þ.CIII ... -g ãi t:....~-a.. åi 5- CI E GI ( III "'.... !i1::S E.. C. p.,c:....... 1S'õ g !t-;::-;::~ g § U>CHfof<I>oø:u ~ " < , · o · · u ò !! Q ~ S " £ ~ : , · ~ " o o : < o ~ · 8 o o § ^ " o " " " ª < " . . . · 0 . cooO~~o~oc. oo~~ ~ ...."''''0'''...... .. :..,..: 0; ,.,0..,0...... ....00,., :;:"':~"':: ~":":~"': : : :~u: g. ~~ ....00' 00..........: :~~ :~f< ~~o",. :g:g~~o~::~ 0",,,,,,, ~:~~:~::: :0 æ¡, iB 0> =~=~~: ~~~~. =~~~. 0.00............ : : : 3; 1>0 ~g;:g~~o~gg~: ~"'o".:..,. ..' ;; ~.:.~:..'::"":. ~.~ '.~ ~ .._ ~ ~ M' :~:~~:o:~~: ~...=~ ~ oc~....~ : : x~ : 'ell::: =:=:~;:; :::~ :;:~"'::::::.; ~~:~:"': ~: : - -t : §. : ¡:~ o. ....c;;>........ COH.>.............: ..... 011. ". 0 .. 0 '....::1.. . : &~: : ~!~::f<: ~g0,.,; g~~~~~:c::~:: ~~~~: ~ ~~:~::::: Ill: ::¡QI: :'=">.~::::, :¡::... o:~..............o.... ................ ...0...."'· 00............: 0'1:0'>' E" .......,"'..¡,¡ .", 0 'IOCCoo...oooooo ~;:o-:.~,.:' ........,"'...0...."'.. .:¡: ê;: g~: : g~~: ~: ...: Æ...~...::... a:> 0 0 a:> ~ .~._, ~: ~~..;~..; : 2:5:~g: :~CI~: =::i o":::::...~ C>;!ii!:;:::~:~~....: a;; O...:v~ggg¡;;:¡c>:¡g~:¡ g:~:; ~ ...o.o.-..~..,..N.:. C;;8;1t:::",::::1i!~:'g ::41 :v......;.....;o... ......;..;....; ~o..;:;:; ~ ~:'-':8-:~:¿:~~:g·;;1'g o:~ : .; ¡::¡: GI'8: >: _ : 1'1....: ø.'õ0;:¡: ~~~~g:;;~o~gg;::; g:;::~~: ~: ;::¡¿;~g~"': ..,......r;,c.. .. r; ..,c ....<: . ... , "'..... .. .",.",. ...:~:~~:¡¡¡: ::: :::.:;::"' o;t.......o ....00 0..00..........: r;. x. "'::E' 'C.. . 0 . ø. 0 .00000......0....00.... 0..........· ..,..,...0"".... <II' ¡,¡. II! . "".. .... . <I) . 1:0'> . ....0....0...... ....00..... ~o""~:; .. C ....0·0. . ~:~;:g:€: u :~: ......:..~..;....o ~ __ ° oc::~..;~ :. ..:. ",. 0........... _.. _ ....:...: a:~:~: ~ : '0 a: : II! ...: ~:;::~:;::~~r;;o~gg~; ~~~~: ;; ~;;:~:..,: ,>.,....... ~ .8 ·..41 _...0"......0 , ....0.......·..000.......... .. · QI 0." <I . ... . "''0 ~ . 41 · ..:10' .. 0....0. ''''::;:1 .. ..... . · .=..............1'1 ."'....0 .<:oooo......c....oo.... Qlo..,...o.~........"'ooo..... ::E........ ...... t) o'~""o"'o"'''' ....00.......0"'0..,.'\:30.........·0·. ~::: :'t. :~ti ...:3 ..; ..;.; .~~.;o...:ªc:::òc:::::..;::: : 0. ¡;.¡.. . 0 : [; . A 0000......0...00... XO..,..,... ..... ...."'000..... ~:;d 'i>-:~..:I ....:~.~:~::~ ~o~~ ~~::~;~: ::~:~....: :<::..:~: 7~.. -~ -;:.. ..: :~:~:ð: ..... æ :~..~¡., ~ig .... 8..<: ....:~ :~~.ë~~~: ..r;....E ...:....... QI .x.....o: ~-;:I> ···O.....QIQI IO,;"->;"¡'¡QI...>",. ..QI..-..........r;<:.......'" 0 ...'\:1......... 'O........>.....CE <I ........ou......>QI......O. : ~: QI &< ~: ~ ~ : ¡:: ~ 0,;; : : >:5~.o: ~ g t ~ ~ ~.... : ~ j ~,;;.... : t:;¡ X? ~>:Q g; g: ..QI............."'QI.......: 'QI.;:IQI~""'" ~'" "':~~~~~:~~~~~~~a;: :g:ðSg:~~:8~~~:gi~~~~~::~~~:;¡;¡~3~:eg~~g~~~~: " .. .. Æ; ~ ,. o· ~: ,. c· < u Ii ~ o ~ ò " " £ ~ · · , · ~ " ~ < o ~ ~ o o N § ~ o ~ ~ . ~ . 00000000000' 0000_ g 000000. ,,"'..: :::~: 000 00 _'" " ::~,,:"':g<~~ '" ::;; ::~: ~g~~' ~~~~~:o:~~:: ~~~~: ~ ~~~~:~: : ::. :ß'" 0. ......'" ...... "'0("<1"" 0 00.......'" : :: :]:. g, r- ~~~~~:o:g~:: ~~~~: ~: ~~:~:~: .~: L._ î ~ ooo::ooooo::cc: ...0......· O. :::::~~ ... :...-; :""ø::: ~~~~"'.'~ ~O~;::;: ~~~g: .... ,...... _'" .....: 0::. .-> ",:: .'tI~ ~ ~ ....00.... 0....0.....0 ... " ...... ":I' 'GI'C ..... W. ". 0 "0 ...:> , 8.~: :ð';~::~:~g~" gggg;:~o:::gg:::: ~~~~: ~:~~;~~~: Q) . "...... .....".. . 0.... :::,...;::: ,...;.;::: ::: ....,...;;::: ....0"'... Q. 0.... '.. ::g,,,, a::~: :,.;~t::!':~ 0° OOOOOOe>OOOO: gggO' g 000000: ·Š. g.=;: :gQl~:~' '" ~ "'0\ 0:;'" ~....;O .; 00 ·~O : ::E:~g: :~~~: ...0 :: ~ ~:: :~~GJ: ",It:: Q> 0",: <::>~og~oooggO' gggO' ~ ~~:~:O ":.: O·I.)·Eø¡........<II>..O:: .II Q _....0 .......0 ~__ <:>. . 0-" Po. .. > Q).. :>. , II 'IJ "':§g.U"':~:U<,..,.:~ :f3o 00000000000: =e.~:.oo' ~ oocooo_ ""':'1'0_=_ -.. ¡¡... 00. 0 "'''' 00' :;:-- - ~_.~O~O :: ~:E:~~:g¡: ~ :~. :~s ·...0· .; ..~ . g: ¡;j ~::£: "': : ~ : ~ 0gog;:oooggO' :5:5g0' :5 :5g~~~o ~:: C:",.'"'~:¡;: :..:J 0·...;.....0 ~...;.; 0 ::I ' ... 0 ~ ...... ~ ~ ..r:: ' 0'1 . 0,," ~ ...... E-o...... ...... "'. II: 0 . 00000...0...00.... g~g~: ...... ......."'00'1"".. a;:::~: :. : ",=; '" ...; g~~~::~ ~::~: ~O..;~. ..~: ::i:i"': :~~:~:-:§,::~o'.. ,.. .., .. ,.:¡ö. .0"'0.0 ''<::::1 ~ .=.... ""..~ ·~....O 'Mooooooooooo, 010000'::10 000000" ~:~:.... .....:-5E-o;.....g 0;:: .00'1 <:>0 :~;:~~ :-g~ OO·~O: ~ ",. ....' '......... 0;"" ..........0 ........ ;"'.........0 :::£0 : g: <o¡: : ~ : ft 0 : æogog;:OooggO: £gggO:.:g gg~gOO: ~:o=: O..:":¡ 0;......;= .. :~~...;O ;~O 000 : .. . 01"'. _Q) _.... _.... . .c. -"'..... '..... '1&... .. .. ... :.£:Û-~: i::.g.;:.:: ;;;'Z ·::C..... .::~ ;;~ë.-~..ë~: :t::~U:..ë¡; .. :: :£;;~~,;:,..5g>....'Z;2'¡;¡ ~:),..~~~.¡~~~: ~<II·-"'''''.uc ....··N , 0 ....'0......... 'D.....'n>'.....ce O)...........OU......>Q>......O.. ..... E-"'....¡ 0..0..,<11>.<::<:1<'00.....01'0'" . "''''....... '''" "';I:""" <II......Q.... C.. .....01 e.o 1-1..... ....E........ <>OU.c.c....'..,.:¡"'........O'" I:E)' 0It!<. .. QI" ......."".. N .....,<:;. QI . ::I Q> "..... .. ::1::1 .. ' ::1......;:1 '" '" ' "'........... 01 ::I '" .. C.... ~ :~:ðS8:~~ 8~~3:gÆ~]~ære&~~~~;::~3~:~gE5gZ~i~: .. g. · < u o " ~ o ~ :! o B " : ¡ ~ o · : < · õ ~ o o , :<i ~ o ~ " . . ~ · " " " o· ~ ,. ro. ~ ~ ~ 0 0 0 0 , . 0 0 0 :;.5 0 0 0 < · ~ 0 0 0 g u .; 0 .; u · · .; 0 , . 0 ~ > u~ · · 0 . ~ ro · " .; .; ~ B, "....,<:;... 1&.0101· · · ò c >¡;;; 0 . 0 0 ro 0 B -" · · " 0 " , . ~ z : : ~ 0 " >u::: : 0 · " ~ .. : .; .; 0 · o. ~ 0 0 .~ .' z > IQ....,<:;... 0 0 0 "" g. . · · u . >:; ~ 0 .. " , 0 > . ~ e" 0 ro 0 .0 0" ~ ~ "e < . 0 ¡ " : "> " õ · . . 0 0 .0 · ~ , · ~ · 0 ~ ~ · · · · " : · · ; 0 · · 0 ro ro ¡ 0 · z " · " 0 0 ~ :<i , , . " · · 0 0 0 !! · ~ ~ · · · ~ z z z · " ~ " : . · · : , : · · 0 · · · ~ " ~ " · Ii ~g.~g.~.~o~gg.~~ ~ ~.NON~. . : -g 'C., <::> cp\.N :¿~~..: =. .0"'0."'· ~~_ :..~~ ..:~ w__ OOOOO~O~OO~. Oom~. ~ ~~NON.. _ _Eo- 2g '" ~~~o<>:,,; ;:'!;c:c:;:;. :;:",:",:g:: ....r:"õ<=:,.;,..: : ::.. e~oo ~~.~o~ .~~.' ~O"'....· 00"'."': : :]:..¡ . 0. ~~~~~E.oEg~E i ~~~:; ~: ~~:~:~: ClIo ... ....c ....0........ 0.00............: ª~ . _.<: . ø: .... ~g:;:;g:;:~o~gg~: ~::~ .' ~ :;;~~g~;:: , E: :~!:g :aJ~ "'..;"',..;,;.... "',..;,..;"': ~--- o.,;~,..;~: .......,. . '0 .0 "'::1 .~.... . ~CII-.~ U....o 00000"'0"'00""' 00\0.., .....O~~O~..,. .8.:<: : J.!:~:....."": 1;g.... :5<=::5":"'::::: ::::c:<=:::::: .;;~::~ :. "":: ~~.,:c::...:"': : ~.,: : '::,.,>:::: ¡::..... "'..."'....ON "'........... __'_,M' 0.00"'....'" ''; <:>, « . Eo ............ ~ '" 000<:>0....0...00..' 000'" ::¡ "'''",em",. .:;: 6; 8'::: : ~a;:.:: ... :;::;::: ::::: :;:c:c::: .; ';":..;-=:.,:"": ~ : E : ~ ~: : 0: ~ êd -::Æ ... <:> N.... . <::> <::> In" '" : :i~:R!E~:~gq::'Oa::., 0... v:;:;g~g:;:r;o:;;ggr;: ~~5;:.:g ::~~.;~:: <::> , U ' E Ø . ... .... CII >. c ... CII v....,..;......;.;.......,..;,..;....: ~ ~ _" .; _ _ w. ~ w. Q' . 0-. ..... ... >.... ::>. '"''0 <::> ... . t.'J . U ..,. u.c,..:¡. 0 ..<:::> . '" . "'< ~: ~:g:~: õ ::fo' ~go;:;: ~:;::~:;::~~~o:::gg:::: ~~~a: ~: :::~:~:"': ";~:>a::¡: ~ :~.;:::..... 0.~"""0 ......... ....00 . Q.QQ..........: 0'10<· \.<x..". . 0 . c, . ~ooooo"'o"'oo",. 00...."'. g: 0.......0........ 8: 'o :,\!j0 :~: :U'>,..:¡.t/ :="'~"'~~'" "'<=:':"': ~::;: ,; ~~,,;<=:,,;: .Ë:E:~~:~:: ·.......0........ QO..........: ¡......... ...... v. _~... . 11>00000....0....00.... ~~.~.§ :: '.00. "''''~o....~. . 'i~:t: ::: :-gø:;,:,:v ....:~~~~~":= ~~<=:~. ~.~_;; :~~~i ~. :~g:"':o...o:g·..:n¡ o:~"""Q ........._ :~ . .~.............= '~""Q . =ooooo",o",oO""II>O"''''='~'''' ~=....o....... . ~Ê:Ê"" ....~~fo:~~ :~8"'0"'::'" "'::"'i~~::~~~: ::~:~ Ê g:~: :~ ~ _;~~~·~~~o·;o~gg:::;:tg~~~;~~:~:~g~~: ~:~: o--:"¡ - ~,_w._ w, "'...;....;"'; ã::,;....;~: ~,;: ,;,;~....;~ : : =: .. ::~: 7~.. 7¡;: -:-0;.. M": :~:û-~: = ;.g.,::,:: 41....0 ':;=.z ::~ ii~Q,";''<:~: :~:::~u:~.z' :: :~;:;~m"::'..~g>....'õ:2Gj¡ -::::>...:~~~~~~: ·III.-.........U=......... , 0......,.,..,.... 't .,..,.,..,> ....=E "',........OU.....>III.....O. . .,. fo "'. '" II> . 0" t.'J .. , Q».<: .ø":'O 0..... 11>'0'0 '............ '.... "'Z.....III.....O.... =. ·...v ...0..,........ !II............ ..:>(.Iu..:<....,.....¡........'O'" =E>' 11>1». . III............ \.<QI.......<: .V.~IIIJ:.....\.< ~~ ...~.....~II>..'...........III=..\.<Q..... ...... (.I....... 0,>. CI»== '''''o...o>þ.,''''O'O~f&ol': ..........,..,CI': 0,....... Q>........ III..,". :S:èSg:~~:8~~$:~:~s~ææ~~~~~;~~~~~;~~b~g8~~~: .: g: " · U o " · õ ~ S " B " : " · j o ! · · ~ , 8 o o N ~ · o . .~ · " · ", ,. ,. ;: ,. .. QQQOOOOCQOO' 0000' g OQOOoo. . :-gÞ::", ~~~~~::. 0000' 0 ~~o:o .~ : ;;:... "": ::I' :.t ~ 0' ~:~ Ê~fo:~~'" ~:~5~§0§55g! ::~:: 5 :~:5:~~. . .0>' . \.< 00: ' : : 3: . ~ 0gog~oooggo; ~~~Q; g: gg<=:g<=:Q: "':: :,.;¡ ....; ........ ......<:> ,;: .;,;<:>....;<:> Ê ªÊ : x~ : '01>:: ~:~~:ooo~~<:>: ª::~ ~ g ~~~~:<:>: ;...~: :~~ :B :~~ O· 00.... : : &~: : ð;~::fo: ~g'" ~~~~~gQg~~g: ;~o'~~ ':: ~o~:. ~o·~o·:~::;q: . 'Q> . ...... ....... . 0.... ...........c:>... ..............' _ ,.._. T> \D' . '" III. .. >.>__.. '... o. 0''''' E. ..........."".1>< OOOOOOOOOQO' 0000' 0 000000. ':;:~:5~: :g~~: ,.;¡; '=: '=:"': '=:~ ~:~; 0 <=:<=:';'=:'; : ~:~;::::g: :....0...:, ....0....... 0 QQ.... : "" , .... ... . . '" V 0.. 0:12:::::: :;:g....: '" 0' 0gog~oo02;g<:>: ~"g"'cg.o g gg~gc::o: ....'O·P,.... ........0>..'0 "'~' O. ..:..:o~o .: o,r"¡.§",,. ..·...41>..= .'00> ........ ~~ ~ o· . -.0,.... > 11>" ::I' . Q>'O o. "'·0' __e..u<,.J..o ......~ .: i:!:: 1I>'g:~: : I< e-o: £'U°o. 0gog~Q<:>0ggo ~~~Q g ggc::gc::o: ~:~:~~:!ê: ~ :~.:8~ 0 ..;....... ...... ........0 0';0"";0: ~: ~: ~x: "': :.;¡ "" <:> 0gog~Qooggo *~~o g ggc::gc::o: ~;g:::g:~: : ~ O· ·...0 .. .......0 00.;0....;0: .<:·""·0....·...... E-o,..... .....0>.. '" . . 00000....0...00..... 0"'''''''' ..... \D"'...O....... . :~~:~: ~ :-gÞ::'00> ....;g~:~~:~ ~::~: ;::~;..::~::::,.,: ·~8':"':o"''''':g.:!:] o:~ ...:~ : .=..... ""..m . u....o-.~ooooooooooo. 11>0000' ~o 000...00. :t....... .. fo.W(.l...... 0 o~ 00 ·....O<:>Q ''!:I<:> 00'0 .. ~::: :t.:8~Q:æ..;...;0 ....;....;:.g::...;o:~oo,;o....;o: ..... ¡, .. ·0, "" ... . ::1;0 0 c:> 0 0"'0'" 0 0... '~Q"'''''''' mo \D'"''''O'''..... "'.. ..:z; .1><0000"'''' ...OOM. QO'IM=....... ",..,.c:> ...... 0'1. .... _ ....¡ ........ .... ..... ",..",. ~"" . .... , m. ..",.", .. ........ 0_. ......0........ 'O....O........;>.Q 00..,....'" .. : =: .. g:~: -:-~.. -:-~ -:-~.... ..: . o· -- u. . ~ .. II> .. ...... .. , _ _. ¡: .. 'II.. .,..,.. Q>.. ...... 0 >... c. '!:I.,..,m 11>.... 0 . . C ..... ....: 0:1.... P, ..'t .<:::>. .......II>O>u· .... Q> .0-OCI< ·· EO> ....'O..¡:..., 01'0"''<:'':11>11>. :~:~!....:ti~....._~ .X~<....;.,::,~>'O.,::,~g:j~~ ~;~~ðè~:;~&: .... fo"'·"'II>·O"O..·III>.c..<'OO....Q>,o,o .......... .......2:.....'11.....0....=.. ·).<"111 e.OE,........ lII·e ........ ..:>(.I(.I<'O:....'...,.;¡..OI...'(.1<1) =6>. 11>1». .. 11>" .... 01..... \.< II> . ~'§. ¿ ~ : ~:: ~~ ~...... -6.g "'... ~ : i::;:;~ ~ ~ : g;:;-~ t.:: ~ ~~ ~: :~:ðŠ8:~~;8=~j:~:~s~ææ::~2~·~~~~~:~~b~g~~~~: ~ . ~ . · U g ~ o ~ · o " " B " ~ , · ~ " ~ · · ~ , , o o o C N ~ o .,; ., 0' o· ~: ,. .. ~ . o . LINSCOTT LAW & GREENSPAN E N G r NEE R 5 Appendix F INTERSECTION ANALYSIS WORKSHEETS BUILDOUT WITH EAST "H" STREET IMPROVEMENTS N:\1105\East H\Report\1105-A.App.cvr.doc East "H" Street Improvements Capacity Enhancement LLG/San Diego : '" '" '" e · 0 0 0 N 0 , 0 0 0 , ,. "~ 0 ~ 0 < 0 0 < o· " .; " æ . · 0 - " 0 § , "0 ~ · 0 ~ ~ , · 0 .; 0 ~ "' ::1....<:.... · , , · Ò Q>::;: " " . " 0 "0 < " E 0 " ~ " - " 0 · ~ · ~ , S " >U~ · " &. · · , 0 " = .; .; · ~ uo ~ 0 "~ "- , 1Q...,<:t..... " "" . . ~ 0 " O:~ c::-~ · u N " , " 0 · "0 So < " · " · e ~ "" < . 0 U · ", " ~ , · U, 0 0 "" " ~ · 0 ~ ~ · 0 ~ ~ ~ " e " ~ · , 0 0 · · , 0 · · ~ " ~ · · ~ :<; 0 0 ~ ~ Š ~ - :;; · 0 , · · " · , · 0 ~ ~ ~ t " · · ~ · · · ~ " ~ ¡ U · " = < " < · · · ~ " · ~ " " · Ii · e .: g; .. < " Ò o ~ o ~ " . .. ... 8: -.£<....., ~:~i8. ....' 0' G!~ o·t.)·¡:( o . . C'1; ff: ~ ð ......."".. ....£<,..0- .... , tI) , c '" . H' ell.... ~ :r:¡ : ~ . Q; "': 3: ;:1.<7\. ..., A· "", :> . .. e '. 0 ~ · · § .~ ~ 0" G! ~~ ~<§ > <II"''' _ o G!G!.... 1ot),Þ.. C '" .. 't; P".. III.... ;:I ¡:E.........t:lC "'00 "'.... Q/ 0 .. 011.... ~ E III Po 0.'<: ....... · 00..............:> C :J::II>E......OO U....,CH£<£<o..a::U .I.J;:>........................... .....0........................... "'d::l;:l;:l;:l::l::l::l ................"'.. ~Æ~g~8~~~ ò " " E · = , · ~ " o ~: ,: ,. o· ", O· ti: · : < o ~ , o o o o o N :<; 3:: " . .. O· ~: o· .. .§ " " , · ~ , '·0 §~ ....;:1 2 ~~~ j .-<tOfI ..... .. -. >'¡,.,c", ... "'.... <1).... "::0 C <1)........00··"' t> ,,¡;¡G)C,I ..r¡o.... ~~g~-Ë-Ë~g§ u>o....e-.....c.a:u e o ~ " . ~ . '<> 0:< : .. .. ~ 'C :~:..::~. :ti~<"-o. ... .. E-o' <II!:: .. <> ....., . J..I 0< .. .. III '0.... .. ..41"" : : ~ : a. ~..: ~ ..- ~ ..; - .. _.c: .. ø:: ~: E ~-Ë : §, ... OIl<' ... () .. 0 ' . ........ .. Q.CII ... ø . '0..... "111111 GI.. E-<' : ß'<: : !(-~:;: ; :;: , '" : a:~: :....; ~~: ~ ' : , :z: . '::::S" .. 0.... œ.. . "" . 0 '0...... ..:> GI<I:I.. ..l. 2iE~;gE E~:~E . ::~:ä:: ::¡~'ä::'Oø:: ",. (). Ell<'" ....... II> >. -= . '" QI ~'g:8::~:~¡:~:£' :{j]", .. .... , <II 0" :.. _ .. E-o. 110 0 ... . E-o . 0'<::. .. !,I ..,<: ,.....,:: .... . t" . ......... !!¡.. II> .. J.) CH . J..I . ... . > III.. :Z;.. 10 ..;:I"" ' 0 ~: ti: I¡j::t: "': : ~ : '" 0:: .oog.O~:oooggo ~~.gO.O' g 000000" ~:~i:g:~: :..; .. -- :::.. _.0_~.:;.~0:.0.~: ,¡::. "', 0...........·.. __ _ E-o....., ...... <11"- =: .. , moooo"'.....o...oo.... 0...",,,,. . :~~~~Ê ~ ʧ~:1:~ :i~~:~::~ ~O~~;..~O..;~:~::::~:ci...~ ~: ..l~:=:~"'~:gE-o:g~O~:§ogog~oooggO:~gggO:~g gg~g~o: ~: ~::: E~, :~:¡ 0;8 ..; ....;.; :~~,..;c:> :~o cce>,..¡c:> : 0' ....~.. .o.n. 'Aoooo"'~o"'oO"'·%O"'U'I""'IIIO ..........0...,.,.. .. "'... ..:z;, ''''''ONO....... ,.,00.., "'......"'................'" ..... Æ': ~:~: ô..: ..:I; ....; .."'..;"'..;.,,;'" N .", _~~o";~-':'';o 00:;;:";:;;: : : <:: ..::~: -:-.a::.. . I>. .. ..... :$:ô-~: 2 :o5.;:,~ ~':;"d <::.... -::,ê ,;;.a::ii._:E'..<i~: :t:::~u:.<i;;;.. ~ ;~,:;~IC"::"_:;:I~>.._C; ~,;;:¡¡ :;;'>._~~~'¡::S~~: ·~·-~~.~c·"""~ . 0 ~~~~ ~~~> ""CE ~.........ou,>~,o. .... ¡"II:I."GI·O"O··'~>":"'<'QO""~~~ . "'......... .......::¡;......GI'O....,::. ....GI E.OE........ ..·E........ <>tJO«.........:I.. ~.tJu CE>O ~I;>. : ~: g =i: B: re ; g§;¡ ~ : ~: Ë~:: þ, ~ ~ ~ Ir' ~ ~ : r~~ ~~ . ~~ ~ ~ ~ ~ : ~ j: .~.uSo.<ª.u~~..:I.>mu~cf~=œ~::¡;~.ø~<..:I~.u>uo>Qc<o. o N 00000000000 ~:~:: 00 0«>0...· ':"'00... . 0,.,0'" 00'>0....· '" .<11. ~ON"'" ~::o. 0000 0000 00 0....0"'· 00'>0....· 0'>' .<11' 000 0000 000 . . --. 0000 000 ......-0 g ggogooË ;;; r:'~:~~~: .; 00 ~ : 0.000000. "::0":,;":,; : 0.00 : 00 000000" 0c:,;o' : "'. ......«>0"'''''. -;:'":,,;...;c:...;"': 0" 00 ... .,: 000000.. °C:';:o : . ° 000000. o c:c:,;c:,; : 00'" : g :::::0; < u o § Q ~ · ò " " B o o " : " · ~ " .: .. <. .. 0000"'<--0....00.... 0000<1'\'" "'00'"" 0'0 '0 ° ·0. ..............0... .............. o : < · ~ ~ Q O· 00<:><:>"'0<:><:>000' o 00\ 00 o o o N :ë · - o · , ~ " · ~i ,. o· ~: ,. . o 000000. o c:c:,;c:,; : 00'" : : 55:~:~~ <--.'-00..,0..,'-0. '::...~,...;c:,...¡"': 0.00..,......, : ::; ~~:~:~: 00......... : ........0<110<110. --::~~,,;c:,,;"': 0.00......... : g ~~:~~o: 00... : o 000000. 00' c:c:';c:o : 00... : o 000000. o C:C:òC:o : o 00.... : o:;o:;:ooo:;go. gggo: g ggc:gc:o: '" . ·0·0 . "'0 .......0 00...: ~: 0.... ..~g~~:~o~gg~' g~g:: ~:~~~g~=: · ~ . :;:I '-0 ''-0 . . <II ",.. '" '" . '" . .... '" . '" . · mGl . 0 .... 00 ..-... ...0"''''' .·0.00.......... . :J1 0;= _:~ ; ·~...o ·~ooooooooooo ~oooo.:;:Io 000000. E-<;..... go: ~ c: 0'"' 00, ~:c:c: : -gc: C::C::ò":o : .....~ ·~........o ...... .."......0 'Xo 00... . · ... ° . . o· . :~ 0o:~o~og:ooo~~o:~~~~<:>:~~ g~:~:o: . .. 0........0 . >00 00.... . -G _... _... . ...... .1>....... _. ... .:;:1 .- ~ _ _. C .. Q .. ~.. GI. ~ il.:;jÆ.,::,..li~....i:!,;;i i::..!i~~!!!: :Glg.<:~~~~....~~~>::;;;3 ~:~:;;~~~~Æ~g: . e ........ <>Ot)«..... ...~.. t)~ CE>. ~tJ>.. :':::~;::ï:",....g-6ro¡l>..~: Z~.~ ~: g~:~~.:::;:¡:~~; :gÆ~~~æ~~&~i~::~~ l>...ðg~~g~~~8: " ., " " 0" " ". ~" . 00000000000 00000 00 . .. " · ;:10000"''''0'''0o", ",. 0,,"0""0"'''' "'00'" · ='" .... ...., .., .,..,. · ................0... ............. 0.' o . ..0000"'000000 · 41 ° 00'1 00 .. =~ 0000"'000000 ° 0", 00 o O· , ., 0" · . o:~o~og~ooo~go "-0 ~j ,. ,. ;: , . . . . . · :-g :'OGI . . ",...C. :I. . 41'0 o. · 0' .0 .....:;:1 : ~~~ ~~f<i~~~"': · . Q . ... o· : ; ~ : 1>0 ;: ~ __ ~..:I ... . ~: . -.<: . ~ .: 0' .,¡. .. I< ~ . '0 C. . -:> .,:: . '0 ~ ... . ...... .:1" 41'0 · ..... ~. .. t) . 0 .....:1 · ....... . PoQl.··. III . 0....... , :&:c!: :~!!8;.....f<;.tg"''''; · 41 . ., ..... m . o~ · = 41. .. >.:>. ... . ... ..,. ",. E" ..... III... ro¡ . 1>0 ° .. , :z; . ':::;:1. . 0... 41. . ,.., . 0 . 0.... . > GI"'. ..:I' ~: ~: -;:g: : ...0...: . '" . H . II! . . II) ~O. o;!ê; ~::: : 2~...: a:; .... . 0 . eo... ..... ~.... '1:1 . GI g:u;3~:~;-;::~';;3. ::~ 0' ~:~i~~:~:u; :gf<:~~oo' ~:5;~~:~d :1 :~.:~S 0' o . I< ,..x.. . 0 . Po 41' Ir'.... . "'. . ~ . ~ ~;~::§:~: :~; ..:::...... 0.......... f<''''' ...... GI. ~ . ·......GI. + .. ·GI...... >< .'C '8·....· - . <: 41 .~.. .. :;:I ..:I . .. 0"'..... 0 : =: ~ <--; ØI 15...... ..c =. 1;1. . ..... .... .... 0.. ro¡. . 0 0.. .:Z; 0."'. _ . ~ "'. _. 0... · . ...~. ..,::. .."I.... · o. __t). .~. tJ >,. · ..... GI GlU. .. .- . .O."E ..c....... GI · 01>. -........ ~ ¡:; . ....... ..,. Eo... II! GI . 0"0 .. ... GI E" 0 E . ...... .GI·............GI·......: . :~: ~~~: 8:ß: 52'::; ...... u~o. <%. uø:::¡; o· 0gog~ooog:50. _0 ,: z: .. 00000"'0"'00"" "'0...0....'" "'00«>' "'''';''''';0''' ... ..... 00000<--0<--00... 0000"''-0 '-000"" "'...;"'.....,,;'-0 '" ..... 00000000,",00<11. "'0"'0"'.... ....00<-- ... 'M ..", '" .... ~ _0 00000\00"'00'-0' ~:~:::::: :g::::::: o. o. 00000000000' ° 00\ 00' " o· 00000000000· ° 0", 00 _0 00000000000' ° 00\ 00 ...; ....0 o· ~: .: ,. o· ~i 0000 000 "_0 0<1100 . 00\0.... ",. ''-0 ....0"'.., . 0<110"" 0"'00 '" .<11. ....0....... 0'-00.... . 0<110...· 0\. ''-0' ...0...... 0'-00"" 0"'000 . ",. ."'. "'0"'''''' 0000' 000 . . __0 0000' 000 . . . __0 0000 . ~:: ; < u 8 ~ o ~ · ò " " B " · · , · ~ " o , : < · ~ , 8 o o o N :ë . - o .; ~ : . .. o· <. .. ~ .. ..·z· :::::8: . " ~ ~! ~æ <:> U ø:.. .... . ~ . c:- ~:;::8 ... . 5 : ~L~ l> 'x (> Q)...,.t/ . c : ",. J: ::I'"" ... · - æ · , 8: o· ~ · ~ · · § "~ 0" -. "~ . .~ > ",10.0" o 011"'..... ...>,...,::0\1 ..,0." ....... ,::E..........t:¡c IO......U 0'1'1>..... E EfI IJ.Po.c....... e, 0 Po............ ::Is o X III E 10.0 1-0 III 0 U.....CI....i-<i-oJ>oø:; .....;:1......................,.......... ...0.............................. "..,::1::1;:1::1::1::1::1 ........."'10.......... ............................... gg88888gg æ ~ " . . ': · o ; · · ~ " · · o · o '·0 "~ ~~ ë GiE~ ~ .... III.... <0 ". >....,::11 .. '0-1.< ",... _;:I ¡:: ...........t!lQ.... to "' E 110 0 ØI...... 1i;::I 6 O CO""..::......... ~.... 0 ø................ ::I 0:: ug8~t:t:æ~8 < U Ò " ~ o ~ ò " " 3 " : " . ~ " o ~ < o ~ , o o o o o N " o - ~ . " . . .",p:;, co. :;g:;:5~~c:>~gg~: ~:;:~5: 5 :0:~~"": : .....u: 5. ; ij¡~ ...c:> ...go 00............ : :::::...; : d¡ : t.::o 0000"'....0....00..... 00"''''' ~ ..,.......0...0. :";'" :.....E-o: ~g ~~;;o"::~ ~':~~: :;:"'0:::: "~~~....:"': : ::::, : 8'" <:>. ...............0.... ..............; ...g,.,,,,' 0<;>..........: : : 3: ~: II. <:>..., ~~~~5~o~~~~ .: ~;;:~:: ~: ~~:~:...: a¡. ~ .._ E: ~ -~ ~~ ...0"'....· 0.00"'....... : EÊ : x-æ :..,ø:: ....' ~~~~~~<:>~~~~: ~~~~: ~ ~~:~:"': s: :-..:: : c:::. : ij¡~ .......0........' ....0....... 00.......... :, '!-'!I! ., ..·0 .. >:! ......::1 1-1 , ~~ .. 0011'"'' ¡¡¡ . 0"'0 :::IOOOO"'ø;lOø;lOOø;l. o....c,..,. ,......~CDOOO"'. &:<: : ~~~:..~: 2~ . g~:~~:~ ~~:~: ~;;~~: ~: ""~ö~ö"': ;;:..,) ~~: ::~"E:¡':~" o:~oooo",...o....oo....: 000'" ~.:::::"': ...:;!; 1'::>" .0"'111" .111,....0...0....... ,....00,....' 0....0,..,' 00"'.0 . ,..,. Q. 0.... . > 111""...::1 ",. '" ;¡...ô ;¡..;' 0'\ ..,.. ö.;::;¡: :. "':E:~g: :",~~d =~ ...0"''''' o;@:~::~:;:1?...: a: ...:vgg:;g~~oE~.~.~..:' ~::.~':' ~ ~~~g~~: ·Q·Po"'. .....10111)."'.11) :v...,...¡......;o.... ~~~ ::.:~_::-: '0·0. ~:u:Š~:=::.:~t:§, :2~ 0::;; . co.......... : .~: "':~:UC...::l:~ ."'...0-.0'\0000"'...0....00.... c~O'\"'. "'."'...ø;lOø;l.... ....'1110.>.. _. E-<' 0 ...........OAO....A ",00"" Oø;lO..... """"''''.0''' ~:~:~~:d :i :~. :~.5 o:t ~....O ..: ...00 ô:oô~";~: 8:¡j:~::~: :&¡...::I:g o...;~;:~~g~;::o;::~~;::: ~~~E: é: :q~:~:"': ß:::õ2:~: I:' ~~...O ~ ...0...... 00,..,...,..,: E<:"'" "'-'. III" a:: . a::: O· 1110000"',.,0,..,00..... ~:.~.§ .:. :;¡ """''''0''''''''. a:~:~: ~:'" '111 "':-:;:"'~"'~ø;'" "'C:::C::"': ::.:~_:: ~~..:~..:: ~8:~qo"'ø;I: 8' :~~ o;~ .......", .......,.. .j¡0 co........ : ..~.."'.........~ ·",...0 '1':0000"''''0'''00''''1110'''''''''' ::ICD ..........0......... :E. ..... .. ~. 0 o. ;:1....0...0",... ...co..... ...0"'0....· '00 "''''.0 .. u..... ...<:: :"'-'1': .0 .. .. .;:10'\.·....0 "0'0" ::3: :¡. :.i"o"';~c:o::,..,c,.,::....:I::~~:::..:::::",: 0... ..:;!; _ '^"'c~o....~ ~Oo~' o............~o....."'.o ...... 0''''''' _....::1 ..... ...·A..,.. "'..A.:O"'..,.."......o.o. N.." u.... '........0....... .0...0.......'>,0.00........."'. . .. <P..... _III _..... _.... . : §: :....!'U: . ..: ~ .. åi .....:; .. :!>. .. ..: ~ .. ¿;.. ....... ¿;: :::::~..lJ:....: ¡¡¡ :)1..~:.. ~'bg ";:§..~ ...;:.0: :¡'U~..ë~-;'g: .0."1< ...<:J.J...... .;i.....: ....._:» ....0'...111.. "'.>,..>;.,Ull)....>::>.. . 01>. -........ tll': ' ... .. 101 . 0 ....'1:1......... "tI.,.........>..... c s CI)'...... 0 u......> "'......0'.. ..... Eo<..... III' 0 """ . III >.<: "'.0:'<1 0.... 01>'0'0 ,"'.. J.J.. '... <II :E......III......Q.... c.. .101.'" "'''0''''1-1.. "'E....... <>OO«.....IoI...::I.......'U(l) 0::"'>' 01>1;>. : ~: ~ 8~: ~ ~ ; 8$!i ~ : ~: ~~: ¡r. ¡r. ~ ~ ~...,g : ~~~~,g : ~~~ ~ ~ ~:~ 0:: ..~.u~o.<j.ua:::E~.>~.,....orerea::=~j¡r..(I)CI)<~....u>uCl>ßo<!.. - . ~ . .. :: .. ~ .: ,. o· ". .. ~: ~: ,. ,. ;:: , . < u Ò " ~ o ~ ò " " 3 " : " . :: o ~ < o ~ , o o o o C N " ^ o ~ ~ . :~~ 0gog~oooggo gggo g gg~goo: .. . <: .." IV ....0 .......0 00 :~~~:~. ~]. ooooo~o~oo~ o~oo ~ ~~~O~~. :~~ :~~ 2gMN ~:~::~ :::: ~~~~, ~~~~~~: :: :::.. e.... .. ...."''''..... 00"'.......: :: :::t:. ø. <- ~~~~"'o~:O:~~: :. ~~~~: ~: ~~:~:~: _ _ __ ....0........ O' 0....::::....:::: =. ~~ ' ooooo~o=oo~, 0=0.-, ~ ~....~o=~. "H ::;C-; ::.,,0>:' ~:~::¡;¡ ~:::;;;: ~~,,:g: '" "'~,..:c:,..:"': E: :-~ :§, 'g3 ....00.... .. o....~....~ :: '~~: :: ¿~..: g ~.::.... 000g.gog.~.2<:>2g.g.:;: OGOo.... CD.. "'......><='«>0. 8.:0:: :k!.!!~: t< ~g"''''' _ _ _ ð:~--:~: :::::::c::::~~ ..... "', ~~: :: ..;~~: a·~"" ::::::0::::' ::::: .. 0<=>00<><:>_ .;:;;ê:;:§'::: :g:a:Æ:..:I o. <: '=:<>: c:c:: ~c:c:: .. 00.00..;0::0 :: ,.., . .... . .... o· ::.... c.....:: ....0. ........0 '" ' ~ ; ~>:: .. '" <1>0.. 0'0'"'-''''· :~~....: .. 00000000000< O.o:.go'C::>: 000000' ;;:B:~~:o>:~~~:'gO>:.~., <:> <:>:: ::. _ro : :~OC:'; ::. "', '0-' c,. ... >.,. ::I' . f<I"" ... '" ' t!> . U .. E.. U<..:I" 0 ''<::::1 ':z:. ..,. "'. .. III '1:1.....0 <:><:>0<:>0000000' g':.og.o, 0 00<;>000' ,.;:¡::: ~,g:i>:: û :;::..;:::,5 <:> : '=:<>: c:::c::: __ 0 c::c::~o : .....:~:>~:::J: ~ :~. 0' ...0 , 00: Æ: 1j i ~:::g: : a~ ~ o. ogo~~ooo~~o' ~::o, ~ g~~~:o: Ë:~:~~:~:: ..0 00... : ~,...:~~:~: ! :-c= Q °N;~~~~~~:o;~~;:. *~~E; ~:~~~~~~:q '>Q .. "". . ¡: ''''Q> . 0............0... __~_ ...ONN' ··0..0............ . 3g.:tI :0...0:6·:~'g o,m ,..:~ : · m. N GO. m "'...0· .>0:00000000000' 1110000';:10 000000. :1;. ............ U 0'" 0... ....000 ''0000'0 . §:!::: :t ;~.!; o:f "'0 .... :~~..;~ :£~ 0.,;0..;0: g::: _ :~~,~ o;æogog~ooo~~o:~~~~o;~~ ~~:~:o: N:';: ..:.§: -:-.§...o -:-~.....o -:-~o ~o ~ ..: :.~:Û-~: ¡: ',ij .,::j 111"'0 ..;¡: "" '::.!i! ¡';~¡;'..:;;'.ë~: :~:!!~:~~:~-~ :£~~:~~~~~~~~;~~~ ~:~zðð~~~~&: : ~: Q.\'" ~: ~ ~ . 8 ~ ø õ1 : ~ >ii~ <~ g t ~ ~~... ; ~:3;: ii... : tJ ~:I:-= ~>;.o d: &: : ~: 'õ::::: ~ ~ : ê!.g ¿ ~ ; .::: ~~ ~ r.....,g,g þ r., ~ : z~.g. ~ ~ : X~~:: ~ ~ ~~-;:: :~:èsg.:~£:8~~j:~:~~~ære~Æ~~¡:::~$~:e~~~~~~~~: ~ . .. o· .' ". < u Ò ~ o ~ s · E :: " · .~ · o o : < · ~ -¡ o o o o , æ: :ë .: >. 8· o· Ii· o :1:: ~ : " o o :::: o· . ~ ~ ~ ~ ~ 0 0 0 " " 0 0 . .- 0 0 0 ~ " 0 0 0 u Ò u Æ g , . 0 ~ · >u::: · , 0 B-... ò ~ "'...,cN ~ r.,o>o> . '" .o>¡;; ~ ~ · " · 0 · u B ." .. " " , . 0 · · : ~ ~ " >u::: , 0 · , " o. · Ò Ò · ~ .0 · ~ 0 "- ., > m.....,cN · 0 . " .. 0 u -;;~ c>~ ~ ~ 0 0 , c > . g · ~- 0 .0 ." · u · ~ E o. x . 0 c x : "> " ~ · · c. 0 0 .. · · ~ 0 · 0 " ~ 0 " " · - , · " .~ 0 " < > ~ · " 0 · · N æ · · · 0 0 ~ ô · · · ~ > , , · 0 · · · 0 " ~ ~ ~ ~ ^ " · · · ;, ~ " ~ " E " · · 5 : · · · ; " " · · · t " " 0 ~ · ....,ø: ~;;~g;;;~O~;;:5~: ~~~E: ~~:~:...: :~"'o: 8 :]~ ...c:><:> ' <:> 00"'...... : .. .~~.m u~o oooo...~o~co~, 00'"''''' ... ~o~o~"'. : 0'" :..,E-< 2~ ~~~o~:;: :;:o~:;:: ~~:~: : <;~,,;c:..;\D: : : g¡~" ::::::0::::: 0..0,",. "'. :::::"': ",. E,: .. _ ,~ 3:..¡ ~~~::~ ~::;;;' ::~:. :: ::~:~...~ ~: - ø: OOOO...~O~OO~, 0,.,0,." ~ o~.o.o. ~: : E~ : -g ,.., Q) ~~~::¡:; ¡:;::¡:;: ;~:~: ::~:~...:: , ",.. .. ....... "::I_ 0»'0 . ..., <1>" .. . U .. 0 .....;:1 : š~: : ~~ 0;: mE-< ~'õ0 g~gg~;o;~~;; ~::~ .: ~: ~¡;;;~g~~: : :a¡: Ê:;ËÊ ã ~.s <::> ::::::0::::: ~~~~, .;:':::::~:~ ~: ~: g~: : ~Q;:;: ..¡ :;:~;:o~: :::":~:: :;:c;":~: ::: ~~..;,,:..;"': ::5:~~: :~~~: =Æ...O...... "'0"'''' 00.....: ::~:¡~:~:~!~:'CIø: Q) _·t~~~~55°5~~5 ~~5ª:.' ~ ~~:~::: o.u,~ø:¡.~"""Q».<: "'..2! ~~ __ _~_.. _ 00..,....'" .: c>. . ij-. ...... .. > ",.. :I .~ '::~;Q ¡d~:u:"¡:2E-<:f~o::;~:5~g~~o~~~~i ~~~~: ~::¡;;;,":g,":"': :::;:~:~t:åJ: ~ :~ .~.5 <::> iõ , ...00 . c::ô.;~~~ : u, 1<' ""::c....,.. .. 0 0. 0 ~0000....,..,0....00,.,. 00......... ~ 0.........0.."'. 8:r.1:Æ..::':: :"'..¡ '" :::,:""0,.,0"''''' ""~<:>"'; ~::;: ~ ....~,,;c:..;: ß;E:~]:~: ~ : MO 0 OO.M" : ~:...: Q)~:!: ~ :..,0:>:, ~ ~~~~g~~o~~~~: ~~~~: ~ ~~~~~"': · ::' ~8:~: 0:....: g -: ~~ 0 M ....... ; ......0......: ~o 00...... : .¡ . =. "'....0. ø:¡ . Ilo...o 1:0000.....0.00.... ~o,.,...."" ~<". "'<"....<:>\1>"'. ð:~:" ..:~~:~~ g"c:"~~'" "'0C:":~~~~~:~~:~~~C:~ : ~:.: ::a: :~".'~ ·~o:c::."c."::,,,:~::~..,::~·:::::...: ~ 0.. .:z; ~. . ACCOO",. "0<:>,,",' c..,,"'.... ......... ...."".0 .,.,. ~; ~q;: g;:"¡; ~..""...;'" -." Ln"';"';"'_:.J~õ";~':'';Õ oõ~..;~ : .1:. ..11).... J>. ...... _ ... :.s:û-~: I: :-6.,::,: ãi':;'O ..I: ~ ~ ;2:p.-~,,;;~: : t: :~O:;;¡;:.. ~ : ~..:;~m';:'..3g>....'õ :.s;; ~ >,..:~~'¡.:s~~: .~.-"""'.Ul::....__"" . 0 ...'t:I-r>... 't:I.,.,......>.~I::S on ~~oO......>~......OO. :~: 4I~~: ~~: 8~(!)ói; ~>:5~<~~~~~~......: ~3~ói.... ;::::::E~~):;Qq¡s.: :!:-:'õ::::: ~~;~.g.c~:.:::~.::t;:J>.J>.~~r.¡r..~:E:;-.g~~ C!;::¡.::~.::~~~;;:: :~:~Sg:~ª'8~%3:g~~~~ææ~~~2~;~~~j: ð~~~g~~~~: .: o· .. .. < u o ~ o ~ :i · 2 " : c · ~ · u o : < o ~ , 8 o o " ¡; " .,; ~~ ,. o· ;: ,. .. ~ · u " " , ~ . . . 0:>: CN ~g~gg0<:><:>gg<:>; ~:~; ':: g gg~gc:o: :..,,,,ø:¡:i.~.. ="';~oo .. _~..._. . -0..;0 :.' .,.,. . 0 ~.... ~:~ ~ ~~; ~ g.....N ~~~~~S<:>~~~~: ~~~~: 5 :;:::~:~: . .~.':8"'" o. ...........0.... ............ ...ON""; 0<:>....: : :;;:. I>< 0 og.<:>g~oooggo ..' ~:.:.o ..' g: gg~g~o: :,: __ :,: ..¡ ~_~ .. . '0'0 . 41. _ o. <:><:>... : ~: . _~ . 0:>: ~~~g~ooo~~o. gggg: g gg~g~o: .ë::~-Ë:i.;~~ 0000 ",..",. ÕÕ°..;O~ : ~~: :~: m::¡¡~. ~ g.....N. gggg~~o~gg~: g~g~: ::::: ::;:",:gr-;;;:: · ;~:: :~:~::.:8~ 0 :-::..;=...;õ~ ~,..;,..;:::: ~.;..;~: õ:õõ""";"": ,.,.",. e. ...."'.....¡,¡ '1>< 0 0<::><:>0"'<:><:>0<:>00. <:>0<:><:>' <:> 000<:>00. :::;~:]~: :g~~: ..1 c::::: : ~~~ : ~ ::õ:õ E,' .;;: t:; ~>: : ';;J 4I~: :;g;&:: E~~a::";IO:>:' 10'<:> <:>g<:>g~ooo~~o: ~:50: g ~~:~:<:>: ~:~;8~::?:E~3:g':~~ <:> <:>0" : .:z;. ";I. ",. : m u...O CC<:><:>NO<:>OOOC <:>000. 0 0<:><:><:>0<:>. "';;f::; ~,g:=: û ::::;~ ~g <:> <:> 0<>1 00 <:><:><:> <:> C:C:::õC:::õ : ....:~:::ä::~: : .".8.... o. ......<:> 000 : 8!: i Æ:~ *~ ~ ð5~ I>< 0 o:<:>g~<:><:><:>~~<:>: ;:~o: g ~~:~:<:>: ,g: ~: ~.§:-:.:. ...<:> <:><:>... E ~.... ~. 11'. 0:>: <:><:>o<:>"'co<:>""<:>oa::>. <:>"''''<:>. "'. "',.,..<:>..... · ....... ",.11'. + ø:: .....,,<:>Ln<:>"'''' ",0o",. <:>""....."'. "'. "''''' '10' .,.,. · .~.......... >-.";1 :";1" 6"'-"'''';õ''' VI,..;..;"'; ~õ"-;:::;:_o:oõ:"';:: æ:: ;Æg.:~:<:>:....:B 2J'g ;:1: ;..:~ : . .=.'" "".m u",o-,xO<:><:><:>"'OO<:><:>OO'IIIC<:><:><:>':>O 00<:><:><:>0. x··.. . ~·lI'u....... 0", C:C::: .....<:>0<:> '''010' <:><:>.<:>.. III' ~:~: ::::; ,ç:~ :æ...o ;ª~....<:> ;~~ ';';0..;0 : :> . . "'. . .... . . 1.<, . o. . 8: :;;: ro¡: : ~ Ilo : ægggg~~o;:;g:;~: ::Eg~~~: .~::: ~~"::;"::::: 0.. "'..... _ . ~ '" 'N '" . .",. ..'" . ...... 0:1. . 01" 01" . ~; ....:...: ~;: -;-~...<:>........ ..:...;:......<:>rlN..:..;:-<:> 00,.,......,., : :g:=~~: " -ãi ..:r.. _ _:~ _m_ ~_;: ::::~..~: ___. g ;'8..:g~- :'õø ,..;;g..~ ...¡:4 ~t:~.ë~{j~: :~:~~.....:ti~:..:;..~ :%'õ<....~~~>..,~~g:~~e ~:~¡;~~~~=~&: .... ~",. "'II' omCl-. ~>.c:;..<'t:IO~,,";I";I . "'..""'-. ......"'::t............Q...c. ......... ".OE ....... m'E~.... <>UUOC4..........¡.........uon ce>o 4100. : ~: ~ ~"R: ~ ~ -:5.g. c ~ : .:::~.::: t;: r.. ¡o. ~ª r.¡ ¡,., :g : E:;:;-~ ~:g : ~;::¡~ g: ~ ~ :;:~-;: .......u..¡o.<::t 8~~3:gÆ~~~~æÆÆ~i~:~~~j~·Bg~~g8~~~: - . ,. ;:; . < u Ò ~ Õ ~ :i o 3 " : , · ~ · " : < · ., ~ o o o u . o ~ " LINSCOTT LAW & GREENSPAN ENGINEERS Appendix G SYNCHRO ANALYSIS WORKSHEETS N:\1105\Eas! H\Report\1105-A-A:pp.cvr.doc East "H" Street Improvements Capacity Enhancement LLG/San Diego LINSCOTT LAW & GREENSPAN ENGINEERS - --"fABtE-A East H Street Capacity Enhancements Sensitivit Anal sis· Westbound AM Peak Period Existing (Baseline) Existing w/lmprovements Existing w/lmprovements + 70 vehicles 28.8 29.0 28.9 Existing w/lmprovements + 150 vehicles East H Street Capacity Enhancements - 1105 11/8/2001 AM Existing Arterial Level of Service: EB H St ':1f 1-:B05-NB--- II 45 22.17.0 29.1 0.2 -. 25.1 è ~(:I:.;;;};~II~;:'·-;.-::·;:-::;:7.-:.t~~~W:~;-;'1:v:n':'.:::r:~-:::;;:-~~-'õ.:r~ --'""22~~- -::~''é Total II 92.9 47.1 140.0 1.0 26.2 C Arterial Level of Service: WB H St B Total II 90.3 25.8 116.1 0.9 28.8 B N:\1105\Synchro\H StreetlAM Existing.sy6 lINSCOCOS5-FF51 East H Street Capacity Enhancements - 1105 11/8/2001 Arterial Level of Service: EB H St AM Existing w/lmprovements II 45 23.7 7.-2 30Æ 0.2 25.4 '~-~C ~iÇf~n;;~J$ta:~r5!~~H~fÇG0?~~ÜT::G:IT~~~1iffii~;::0Ji::: :~ßf,1ii[~~~~~~!j~~~f0rlm>JT(b:gm:00';~1)7:T[S?'j;f~G Total 11 94.5 49.9 144.4 1.0 25.8 C Arterial Level of Service: WB H St 1-805 NB ::!r;~11~<:: 45 28.1 6.0 34.1 0.3 30.0 B :;¡9jif;87;:I8m:J15}:¡;m¡k1fflm1Tf357'i~mm::;f:k~~~J!";¿EIËbjm~-"~Ej~Êh;;i;ø~[1;~K¡:£~~¡Í:t~~:lmP;~ 11 ._~- ~!II L'Ö, ' ,,", "".<)<;<'*'>11<' ,(;>dLib ~4?,.:,..u ,>""L ; ]~k}!i'i'>;Ú+'>:;, ;:!f:;tkJ' Total II 91.9 25.1 117.0 0.9 29.0 B N:\11 05\Synchro\H StreetlAM Existing Improvements.sy6 LlNSCOCOS5-FF51 East H Street Capacity Enhancements - 1105 11/8/2001 Arterial Level of Service: EB H St AM Existing w/lmprovements + 70 vehicies 31.4 fI.~1Drt~i:~;iW.~~i0P~~~I~;:::~~~~¡t;'~¡ßJ'~;'¡G0Tc;:~;:1iß;~~_T5Ÿ~m~:rt-grr~~20[:;r:::~]!jG:sS¡;: II 95.0 49.9 144.9 1.0 25.8 Total Arterial Level of Service: WB H St '0jj';¡~.I~tt;~JE;':]~2:"',~· 1-805 NB II 45 28.1 6.2 34.3 0.3 29.8 B "';¡ ff"l1¿,t>;m'!\Jf"Jli¡'i~æ'i>¡~~'.0"¡if!llf:m';i!'.""'~.":>;Í!j'l'¡7··'W,¡.!"g,¡'·']i>:"-ö11igµ",~.,7i;"i!,::i;;~,mtili:J;;,d~-;¡¡¡,:i'C,'jTi'::¡Õ i~~;~¡JfJiL;x.>,.".ZL~I¥'~'<.U"'~" . "_"~,,j,,",;,"';'h:1\t,,)jL,,, "h,."",·J""Y;~':)ai@&LhJ.) . ,;~~"<';",., ".,,,,,."ê~'~O...,,.,,,,,/J;, "",; 7:;o;~,...." ·,".·h··' ," rhL,,,,,·,..,;Y ,', ,.,..,,,. _,.,wt,..~,,, " ,:)~ Total II 92.4 25.6 118.0 0.9 28.9 B N:\1105\Synchro\H StreetlAM Existing Improvements + 70 on thru.sy6 LlNSCOCOS5-FF51 Existing PM Wed Apr 17, 2002 15:24:41 Page 3-1 --------------~----------------------------------------------------------------- 1999 EXISTING CONDITIONS ---------------------------------------------------------------~---------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 East H Street/80S SB Ramps ******************************************************************************** Cycle (see): 120 Critical Vol./Cap. (X): 1.421 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh); 194.6 Optimal Cycle: 180 Level Of Service:· F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R -------_____1_______________11_______________11_______________11_______________1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 24 7 7 24 0 Lanes: 0 0 0 0 2 0 0 0 0 0 0 0 2 1 0 1 0 2 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: PM Peak Hour Base Vol: 0 0 1683 0 0 0 0 1434 249 468 910 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 0 0 1683 0 0 0 0 1434 249 468 910 0 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj, 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume, 0 0 1870 0 0 0 0 1593 277 520 1011 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 0 0 1870 0 0 0 0 1593 277 520 1011 0 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 0 0 1870 0 0 0 0 1593 277 5201011 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 0.75 1.00 1.00 1.00 1.00 0.89 0.89 0.95 0.95 1.00 Lanes, 0.00 0.00 2.00 0.00 0.00 0.00 0.00 2.56 0.44 1.00 2.00 0.00 Final Sat.' 0 0 2842 0 0 0 0 4322 751 1805 3610 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat, 0.00 0.00 0.66 0.00 0.00 0.00 0.00 0.37 0.37 0.29 0.28 0.00 Crit Moves: **** **** **** Green/Cycle, 0.00 0.00 0.46 0.00 0.00 0.00 0.00 0.26 0.26 0.20 0.46 0.00 Volume/Cap, 0.00 0.00 1.42 0.00 0.00 0.00 0.00 1.42 1.42 1.42 0.61 0.00 Delay/Veh, 0.0 0.0 226.3 0.0 0.0 0.0 0.0 238 238.5 252.7 24.8 0.0 User DelAdj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 226.3 0.0 0.0 0.0 0.0 238 238.5 252.7 24.8 0.0 DesignQueue: 0 0 77 0 0 0 0 86 15 30 39 0 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to LLG, SAN DIEGO, CA Existing PM Wed Apr 17, 2002 15,24,41 Page 5-1 -------------------~----------------------------------------~------------------- 1999 EXISTING CONDITIONS ---------------------~----------~----------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 East H Street/Hidden Vista Dr ******************************************************************************** Cycle (sec), 120 Critical Vol./Cap. (X), 0.953 Loss Time (see): 12 (Y+R = 4 see) Average Delay (sec/veh): 52.0 Optimal Cycle: 160 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 7 20 7 7 20 7 7 20 7 7 20 Lanes: 1 1 0 0 1 1 0 11 0 1 2 0 3 0 1 2 0 3 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: » Count Date: 28 Jan 1999 « PM Base Vol: 527 52 142 35 49 197 371 2159 261 317 1730 32 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 527 52 142 35 49 197 371 2159 261 317 1730 32 User Adj, 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.001.00 1.00 PHF Adj, 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume, 586 58 142 39 54 197 412 2399 261 352 1922 36 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 586 58 142 39 54 197 412 2399 261 352 1922 36 PCE Adj, 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 1.00 1.00 1.00 MLF Adj, 1.001.00 1.00 1.001.00 1.00 1.00 1.00 1.00 1.001.00 1.00 Final Vol., 586 58 142 39 54 197 4122399 261 352 1922 36 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 0.93 0.93 0.82 0.89 0.89 0.89 0.90 0.89 0.83 0.91 0.90 0.90 Lanes: 1.82 0.18 1.00 1.11 0.32 1.57 2.00 3.00 1.00 2.00 3.93 0.07 Final Sat.: 3208 317 1567 1885 535 2661 34325083 1583 34666701 124 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat, 0.18 0.18 0.09 0.02 0.10 0.07 0.12 0.47 0.16 0.10 0.29 0.29 Crit Moves: **** Green/Cycle: 0.18 Volume/Cap: 1.03 Delay/Veh, 93.6 User DelAdj: 1.00 AdjDel/Veh, 93.6 DesignQueue: 34 7 **** **** **** 0.18 1. 03 93.6 1. 00 93.6 3 0.18 0.51 46.3 1.00 46.3 8 0.17 0.12 42.6 1.00 42.6 2 0.17 0.61 48.7 1.00 48.7 3 0.17 0.44 45.5 1. 00 45.5 11 0.16 0.73 56.1 1. 00 56.1 24 0.46 1. 03 54.1 1. 00 54.1 98 0.46 0.36 17.8 1. 00 17.8 10 0.10 1. 03 116.8 1. 00 116 _ 8 22 0.39 0.73 29.1 1. 00 29.1 84 0.39 0.73 29.1 1. 00 29.1 2 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to LLG, SAN DIEGO, CA Existing PM Wed Apr 17, 2002 15:24:41 Page 4-1 ------~---~--------------------------------------------------------------------- 1999 EXISTING CONDITIONS -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 East H Street/80S NB Ramp ******************************************************************************** Cycle (see), Loss Time (see): Optimal Cycle: 120 9 (Y+R = 180 Critical VoL/Cap. (XI, 4 see) Average Delay (see/veh): Level Of Service: . 1. 060 35.1 D ******************************************************************************** Approach: Movement: North Bound South Bound East Bound West Bound L T R L T 'R L T R L T R ------------1---------------11---------------11---------------11---------------I Control: Protected Protected Protected Protected Rights: Include Include Ignore Ignore Min. Green: 7 0 7 0 0 0 0 7 0 0 7 Lanes: 1 0 I! 0 1 0 0 0 0 0 0 0 2 0 1 0 0 2 0 2 ------------1---------------11---------------11---------------11---------------1 Volume Module: PM Peak Hour Base Vol, 240 0 514 0 0 0 0 2526 591 0 1198 1324 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 240 0 514 0 0 0 0 2526 591 0 1198 1324 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj, 0.92 0.92 0.92 0.920.92 0.92 0.92 0.92 0.00 0.92 0.92 0.00 PHF Volume: 261 0 559 0 0 0 0 2746 0 0 1302 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 261 0 559 0 0 0 0 2746 0 0 1302 0 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj, 1.00 1.00 1.00 1.001.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Final Vol.: 261 0 559 0 0 0 0 2746 0 0 1302 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 1.00 0.86 1.00 1.00 1.00 1.00 0.93 1.00 1.00 0.93 0.88 Lanes: 1.32 0.00 1.68 0.00 0.00 0.00 0.00 2.00 1.00 0.00 2.00 2.00 Final Sat., 2147 0 2739 0 0 0 03538 1900 0 3538 3344 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat, 0.12 0.00 0.20 0.00 0.00 0.00 0.00 0.78 0.00 0.00 0.37 0.00 Crit Moves: **** **** **** Green/Cycle, 0.19 0.00 0.19 0.00 0.00 0.00 0.00 0.73 0.00 0.00 0.73 0.00 Volume/Cap, 0.63 0.00 1.06 0.00 0.00 0.00 0.00 1.06 0.00 0.00 0.50 0.00 Delay/Veh, 45.5 0.0 97.7 0.0 0.0 0.0 0.0 37.6 0.0 0.0 0.8 0.0 User DelAdj, 1.00 1.00 1.00 1.001.00 1.00 1.001.00 1.00 1.00 1.00 1.00 AdjDel/Veh, 45.5 0.0 97.7 0.0 0.0 0.0 0.0 37.6 0.0 0.0 0.8 0.0 DesignQueue: 14 0 32 0 0 0 0 61 0 0 26 0 ******************************************************************************** o Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to LLG, SAN DIEGO, CA East H Street Capacity Enhancements - 1105 11/8/2001 AM Existing w/lmprovements + 80 vehicles Arterial Level of Service: EB H St -ï:805-NB--- 11 45 OC~~1~~r;;:1,;;;;;Œ;:fffinUm¥8ff;:rr:'~m;¡¡L;:!,:qQf,:;~::;:L'lli¡i~;:\I$';S5:'~' Total 11 23.7 . ¡28:i'- 94.5 ··'·Qi\ '3·~'· "1!fíIo"'¡O'·'·" :C':~~~':;:iË:aht:~i~:L2t;¡;~ 7.2 30.9 .r113:4~è~-:;::146~"5~'- 49.9 144.4 0.2 25.4 --- G :""'D.S···;:,Z -~ìj:;:;:r' . -'C 1.0 25.8 C Arterial Level of Service: WB H St a,~1:lli:8!J7~¡jr¿,º¡~][r.~~S1if)tffilli~~i::,"::2n~' 1-805 NB 11 45 28.1 6.3 34.4 0.3 29.7 B ~ ···~·fi~-----·--------'li5i-· .... , ..... '~_.'."~---~-_.f¡!-~ -.-- -1!ag=;:s;"'= - "',9.'." ....07-"..¡iih"....·,..· ...,......"..... ........'........ ../. . ..,...' ".'. ';'ii';..". ,...".. 1...."........ <>.....,.........." ""'·".._......."..·...rl..... ,'''" "~. " "rJ'03!1:I6$1L;:, iPt>;;1b·. ,!::r;/;[!,;;4*T:h1'~L;U>:>JH1)gL!>¡;'" "jC! ":':~,i;~:'4i::tt,:;,r:iW;H= JP/,;!:<cy:5::i' _,~.,.J;F:';;;,':"h::ry;;",'Q'''FY' (;;\~~:~~*<,'. ': ". :Q:;;<2~<{?;:~ Total 11 91.9 25.8 117.7 0.9 28.8 B N:\1105\Synchro\H StreetlAM Existing Improvements + 80 on thru.sy6 LlNSCOCOS5-FF51 East H Street Capacity Enhancements - 1105 11/8/2001 AM Existing w/lmprovements + 90 vehicles Arterial Level of Service: EB H SI IPäliM:::'!@d''!!!Si¡;;::;¡0~X~::;j;::;:;Jê'1''irr~ ~~,4£;;r'~i1:tQ¡:::':)<;;:· 1-805NB---- II 45 -23.7 b'''''''''''''-\-'''''--:R··'''''-,,", ~--:'''":--C;-''ßÏf,f .f'r:r; ,....,.:r-mp, - - ;;-'-6·1 --- gl44~~~:¡;-V,J~~a,µ,r:'\"/':"'¥F:\1J0S>,";y; ,,)1>,- .'<" ;'>~;>""'""y~;;;,,<;;!<:~j;",,'~ ~. F<.':;' Total II 94.5 '?:i~Jã'i4::7~; :;··;?:~~j;~;1;;~~131:¡·~~]f;~~-J,ö.:~~~1šf7:e 49.9 144.4 1.0 25.8 C Arterial Level of Service: WB H SI - -~œ·-----··"·'-'i¡:j p·12:',.. ., "",-"nt;-;;,,;;;}!!w! . ;,-",/\" ..;.. ~_ .0:1f;";¡;._,,:;¡y.._·.'y;;'j._:.~ 28.8 B N:\11 05\Synchro\H StreetlAM Existing Improvements + 90 on thru.sy6 LlNSCOCOS5-FF51 East H Street Capacity Enhancements - 1105 11/8/2001 Arterial Level of Service: EB H St AM Existing w/lmprovements + 100 vehicles 7.2 .'- ··'1F;:;:::-:::;:¡ .J::'7::C;T7' .$:;:::-;:¡-: .28:j:': c;,;a:'V. ~ -, w:lííì.5 II 94.5 49.9 144.4 . c' ~W~. Jb::F w~';.·~'tr-;·~~~:-·-C 1.0 25.8 C --1-805wNB-- \Sffi!Iæ;:-w,;::;-' 'D~' _~ ~ta r·. Total Arterial Level of Service: WB H St ..'::.: 1-805 NB II 45 28.1 6.3- w~34.4 0.3 29.7 G~~:¡¡#11807¡Jj;i~~~4¡ffiI~~~1f:t[$;LnHmRm~m~151;~~17i'~1Š:?~iBm:pnj:g[~~~~~~t~:Š'TI,~7::77%1ã Total II 91.9 25.9 117.8 0.9 28.8 B N:\1105\Synchro\H Street\AM Existing Improvements + 100 on thru.sy6 LlNSCOCOS5-FF51 East H Street Capacity Enhancements - 1105 11/8/2001 AM Existing w/lmprovements + 110 vehicles Arterial Level of Service: EB H St .O,&.'''''·''··'_TOO.,....'~.."...'''rI..'''.:'i1''''O.'Tc¡OO''''', "'''5''··'·'' k '.. ..'I....· . "" !I<U:. '/<">'<':>.' . .>7·~~' h·:,: ':'\~: 30.9 k, ·O.2~" '~"25.4 .", .' é "~~c;;;:-I~¡:;;''S~£:!rJ::::;;:!~ñ3X~~..46:5..:··;~:....'(j:3~::....':~:O~: ~-C 94.5 49.9 144.4 1.0 25.8 C ~'P~'if.::"'-7·:·---:'·~·e~~:·:-:·~:::x nlUu~¡¡;jVj$ta ~r,. )J, . .. Total II Arterial Level of Service: WB H St 25.9 0.9 29.7 B 6.3 34.4 91.9 117.8 28.8 B N:\11 05\Synchro\H StreetlAM Existing Improvements + 110 on thru.sy6 LlNSCOCOS5-FF51 East H Street Capacity Enhancements - 1105 11/8/2001 Arterial Level of Service: EB H St AM Existing w/improvements + 120 vehicles - o805-NB--- - II ~..t=~~r.=ta""'~-='·--:-W.:"" 7~- .' ,,,,..-.,.- R!M!!I@.~iJ;::v)1~~é:pJ:\,:.':>':A">:+J: >'''>\(¡<'<.'>u,' :'.'",:1'1'.:":: Total II 7.2 "'--Tà!3--;;'~'--~7~)f';;~7r---;Ó~3 .'--22-:-ó' _ - 49.8 144.3 1.0 25.8 -G C Arterial Level of Service: WB H St ''''''''-·0h~'·''-.. ·~'··Wi"J%~"-'''j-' ·,."..",....~.--'.r75- -,... .:2-.s....'IiiIJ"'"'"'¡;:-:2·""'-'liilJ-.7·""....-b~"":~ - ,,,-;;..;-:-;0- .'7W"¡ ".,.... 7--_",_", t7g~~¡Ç'!!<H1ii¡;h(::t:;:tl!'i2\:.(Y1:' ,1,11 /f:S;L:<~,W>"':'yf:··:::'t>~T:';.'Jf41? /';:U:i;;:'<: "':,;9;';j<J;:;vc;;;ic':j;:-Ä>úi'~, ,¡p¡:';:;L:'1U;!:?ii~;v/;\<y:i:;::L:¡;'\J:;;;c:.P,:::\'t":w!(~;$1~h::':'':::!:: '. ':(:\f? Total II 91.9 25.9 117.8 0.9 28.8 B N:11105lSynchrolH StreetlAM Existing Improvements + 120 on thru.sy6 LlNSCOCOS5-FF51 East H Street Capacity Enhancements - 1105 11/8/2001 Arterial Level of Service: EB H St AM Existing w/lmprovements + 130 vehicles rn!S"-~·<'¡¡::'-;,"' ··~'-'--_~~-·_'-'~_·_·'·',,""W'_"-·· --. ,_. ---;¡W,'-----.-- -·------·-·"'-3·-·---'In""n~'--·~-.... ..!..,deiL"~"'",\Pr··· .,~".I¡'Jii¡~~", .',.:.,,;." '···~:w:.<~" I'¡)":,t7-ii\:,;:g8.F,, : 10.3 ~,,:,¿ ~.6ß1;,,:.,<:....,,-.:.,'Q. ''C. ..-'-.,µ:;",.,>. .,'.. " Total Ii 94.5 49.8 144.3 1.0 25.8 C Arterial Level of Service: WB H St 1-805 NB II 45 28.1 6.4 34.5 0.3 29.6 B f~$1~la~'illf~%BTh1~ì!?~9~¡~tfg~~iì)~;n~wè0\~j~~.1~1i:1f~1{~l;gG~~fW;f22S:l1!';bT:;mY:mT~~~~mm;:;ij~~¡2I~~'Ff~~:~Ÿ!J;tWH::'~·~;!~ Total II 91.9 25.9 117.8 0.9 28.8 B N:\1105\Synchro\H StreetlAM Existing Improvements + 130 on thru.sy6 LlNSCOCOS5-FF51 East H Street Capacity Enhancements - 1105 11/8/2001 AM Existing w/lmprovements + 140 vehicles Arterial Level of Service: EB H St 1"805-NB--- - II 45 24.5 7 .23j . 7 0~2 - 25.5 11IB'.~' - "" "!5;~:'::t'1i]"''''(:'~:'"..,.",.':'m:~:¡¡.:''''..._.",..""ô'".''1::'''F:'."'....7'õ"R0TI'':'"'.0''''''''''.~·''".·.··O'.3·.'7'7 ~,,__--:r::.,.' , .. .., ;t, - <~:tj'(,¡;i0l+iH<:!Ø .>",\./« <;T/!> >¡,;:;ni~;ijtL:~';;;Y:;''''''''i''-.£O.:J,L)h<;,;:»o;¡jfD~~¡wai¡u'''i/:~;t)'jtt;p;.;¡;;}u_,-->;~ -->_"f_-__"~¡¡;"i);;~"W<;' '_,,__ _'u.,,·.'. "'0""" ...... .."" ',." u. "_." "'.. __'.. .. ...." .. ..'- .. "m. ,"", _,".. ',';" _". "".u .."'.._ ,,",' "', .......... _,>,_ ". '" .-..".... .... ..... .. .. ... ."....... .._ Total II 95.3 49.8 145.1 1.0 25.9 C C;r~ C Arterial Level of Service: WB H St II 92.7 25.9 118.6 0.9 28.8 B N:\1105\Synchro\H StreetlAM Existing Improvements + 140 on thru.sy6 LlNSCOCOS5-FF51 East H Street Capacity Enhancements - 1105 11/8/2001 AM Existing w/improvements + 150 vehicies Arterial Level of Service: EB H St ~1"805~NB----- 45 23.7 7.2 30.9 0.2 P:lTif~ræ;mi~n~}:~":¡Z0;,¡tlš,E:D ;Ôf}~¡::~;;~;¡¡mi;T~8~:1:¡':::'~;~~jm:1;ªž2Z'~~IT~~)¡Tffi~C~~3;::S~ II 94.5 49.7 144.2 1.0 25.9 c: c Total Arterial Level of Service: WB H St "~tw\" '" '~~~:Jf;3J;L¡;~ ¡¡:~~~~f1'\\~~~F~;tr II - 45 28:1 - 6.5 34.6 0.3 29.5 B J.:~ir;.t<Y;~I;i¥iPJcrlrt!!iiiJii)¡;¡hm/:jn!<;,;""'\;\!>':!;U:~,!è(;it:1!¡.¡~ð:;~~¡F.¡¡/mmr~~'3~,:~~[~;J;:i~~"TITiT!¡7r;;1f;fi"~n;"n::~*!':':';::.·.::.<TB ,':'QJ,;t>;J;),¡~p¡¡iW;t'.;;¡mr1::'1;;¡h¡¡'J1>,;;;;Y¡;'*",d'(Si.\ii/f1~;;¡4Ä!;:7;r::c<:;:,')<>">;;;~,",,:;:~¿;fl;rr~~.',;; ;i:>\>i~~<,;";;,;g:¢>f;;;"""";",::",I!!QF:;, ,,' ;"/,,,,;:i\t~'k;::;;+,r3;:j~~:];,:,,:,, .',:.,', .µ Total II 91.9 26.2 118.1 0.9 28.7 B N:\1105\Synchro\H StreetlAM Existing Improvements + 150·on thru.sy6 LlNSCOCOS5-FF51 LINSCOTT LAW & GREENSPAN ENGINEERS TABLE ]]-1. ARTERIAL LEVELS OF SERVICE ARTERIAL CLASSIFICATION r IT m IV 35 to 45 30 to 35 25 to 35 40 33 30 A VE.RAGE TRAVEL SPEED ~5 80 ;,z5 ;,zg ~ ~19 = ~lg ~13 ~17 ~14 ~ ~13 ;;'10 ~7 <13 <10 <7 Range of ftee:"'fl.ow speeds Typical free-flow speeds LEVEL OF SERVICE 45 to 55 50 A B C D E F ;;,42 ~4 ~7 ;,z1 ;;'16 <16 NOTE: Units are mi1es per hour. Updated December" 1997 Arterial Travel Time Report The Arterial Travel Time report contains information about the speed and travel time for an arterial. This report mirrors the reports used in the Arterials section of the HCM, Chapter 11. The Arterial report can also be compared with field travel time studies. When creating a Travel Time report, select one or more arterials in the right panel of the SELECT REPORTS ----wmõow.ìõ create an artèrial with multiple street names or that turns corners, include a route number with the # symbol in the street names, such as "Ashby Ave #13" (see the topic Link Settinas for details on creating an arterial route that turns corners). A report is created for each direction of the arterial. The Arterial Class is calculated automatically based on the distances between intersections and the link speeds. The Speed is the total distance divided by the total travel time. The segment distance is the total distance divided bv the number of seaments. Speed (mph) Segment Class Distance 1 to 29 any IV . 30 to 35 < 2000 It IV 30 to 35 >= 2000 It JJJ 36 to 4S any II above 45 any I The Flow Speed is the free fiow speed or link speed input for each link. For segments over 0.5 miles, the Running Time is the link distance divided by the flow speed. For shorter links, the running time is based on the running times in the HCM 2000, Table 11 c4. This table is based on FHWA research that shows longer running times on networks with short segments. This will cause longer travel times and lower LOS than using the free flow speeds. The Signal Delay is the percentile delay for the through lane group. Signal delay is equal to 1.3 times stopped delay. The Travel Time is equal to Running time plus Signal Delay. Arterial Speed is thus Distance divided by Travel Time. The Arterial LOS is based on the speed and the Arterial Class. 08/1611999 Baseline 08124/1999 Arterial Level of Service: S8 3rd 51 Arterial Flow Running Signal Tr3vel Dist Arter; al Arteri-al Cross street Class Speed TIme Delav Tlmers1 (mil Speed LOS Mall Sn!. II 45 10.2 22.1 32.3 0.1 14 E 1st Ave II 45 10.8 8.0 18.8 0.1 26 C Main ~reet II 45 17.3 15.8 33.1 0.2 24 C Total II 45 38.3 45.9 84.2 0.5 20 0 Fmd ey.:ù Proò¡'" Sy:\chro !«pM Synchro US~ Ptge·2 ¿'m),¿ .:5-1ory~ ? 5'BS-" {).f-l7 II Background The City council has approved nearly $700,000 for the 'H' St Gateway beautification project back in September 2001. I am here to make sure you the council is aware of important details pertaining to this project so we can avoid huge design mistakes. This beautification project is on H St between Hwy 5 and Broadway S1. and in theory is a good project. I personally have tried to appeal to the Community development dept., but they do not want to discuss building the project to current City design standards of an 8' sidewalk (General Plan CV2-22) But instead a 5' sidewalk @ the detriment to pedestrians and the local businesses. I cannot sit back any longer while a huge mistake and injustice to the city citizens and visitors is about to occur, so I am appealing to you for help. The subject I want to address in the H 8t Beautification project I will read briefly you a section from Agenda Statement from that September meeting: On 9/18/01 Council approved spending $698,000 on this project- this is what "Design of the 'H' St. segment has been initiated first to coincide with the planned roadway reconstruction of the 'H' S1. (curb-to-curb), a capital improvement project that is slated to be advertised for construction bids in October 2001. In working with the community and an internal committee staffed with representatives from the City's Community Development, Planning, and Engineering Departments, Estrada has developed a beautification concept for ''H' 8t that includes enhanced median and pedestrian crosswalk paving, pedestrian-scale lighting, three entry monument elements, street trees, and other smaller-scale plant materials. In addition to creating an enhanced gateway into the community, the project goals included creating a more walk able pedestrian-friendly and safe environment, while also improving the quality of the infrastructure and thereby facilitating economic and physical rehabilitation in the area." Honorable Mayor and Council Members I am here to speak about the H St. beautification project. This project was presented to you as being more walk able pedestrian-friendly and safe environment. That could not be further from the truth. The design committee wants to build the project with only a 5' sidewalk that will have to meander This project area has a trolley station at one end with a transfer station of eight bus routes and a regional mall on the other end. This is the heaviest trafficked section of H St and has constant flow of pedestrians. A 5 ft sidewalk does not accommodate current pedestrian traffic let alone future growth. The cities own general plan and design standards is an 8' sidewalk for commercial zones, and for 4 lane major street as this area clear is. A residential size 5' sidewalk will cause: · People to avoid walking in this area if space is not provided to comfortably walk: in · There is all types of personal safety issues on crowded walkways, like injuries from strollers and wheel chairs · The city is trying to make it as "Gateway" into the city, a thoroughfare yet is ignoring the existing businesses that depend on the pedestrian traffic · People will tend to walk on private land and trample adjacent landscaping, and adversely affecting non-public land along the length of the project area. There are several project design options available that will not cost adjacent landowners and the pedestrians near as much as the current design L Trees could easily be in tree grates. As successfully done on 3'" 5t Chula Vista, as in the entire downtown S.D. area. Thus, allowing pedestrians to use the space around them. 2. 5 ft. of greenery is not necessary; 2' along the street will create the same effect as 5' yet leave the space for pedestrians and larger sidewalks. This would further save the City from an unnecessary takin¡: of private land. And it will also save on maintenance costs with fewer shrubs. 3. Placing greenery on the business side of the sidewalk and not along the street edge will allow for: a. a greener effect b. It would maintain the existing 8' and the city would enable the City in the future to create a larger sidewalk where there is a existing 5' sidewalk c. the City would not have to acquire as much private land for the project. d. And would save on the cost of relocating the sidewalks. e. Would lower maintenance (Water and trimming,..) f. And would allow for a straight side walk: rather than a meandering sidewalk that in itself is an obstacle to pedestrians You, the City council and the Development Dept., represent us the people. You have been entrusted to make appropriate and suitable decisions for the good of all citizens. This project is inconsistent with the Cities own design standards calling for an 8' sidewalk in commercial zone and in circulation zones where there is 4-lane major street I think it is only logical the project should be bringing the sidewalk up to current standards not the opposite, going against City code and design standards. The existing sidewalk is currently anywhere from 5' to 8' in the project area. The project as proposed is taking the entire length of the sidewalk down to a 5'sidewalk o The project has no constancy of greenery due to physical constraints. . o Sidewalk has to meander o The trees are unevenly spaced. o The is no unifonnity, or symmetry to the plantings or the trees This current design will clearly have negative impact and safety hazard for the people traversing to and througb the area because there will not be enough space. Two people can barely walk side by side in 5' sidewalk. let alone what will happen with a family of 4, a wheel chair or stroller. Let alone when there is on coming people? Adjacent landowners will certainly be adversely ell'ected with pedestrians being force to trample the landscaping, and walk on and cross over their land. Again, I am turning to you the council to halt tlús project from going forward with a 5' sidewalk rather than an eight ft sidewalk as City code and design standards call for. Greenery does not necessity the tAking of land. Greenery is not more important than the safety of community. A 5 ft sidewalk is clearly wrong for the citizens and visitors. A 5 ft sidewalk is clearly not pedestrian-friendly or a safe environmentlor t:eneral poblk I' d be happy to answer any question you may have. I'd like to close with a quote from Dan Burden, from walkable communities Inc., he says, "Pedestrians are the 'canaries' in the coal mines of THE American community. Jf vou see oeoole out walkina the community it is healthv. ~fvou don't. the olace is dead." SUBJECT: The Honorable Mayor and City Council Susan T:I~~Z~ Item 13i'on-Council Meeting Agenda MEMO TO: FROM: DATE: September 17, 2002 The following constituents have called to advise us of their opinion/concerns regarding Item 13 on Council Meeting, September 17, 2002, agenda: East "H" Street widening projects. Manuel Muniz 426-9248 Wants to speak with Council regarding his Concerns. Charlene Burn 403 Windrose Way "Does not believe it will do any good." Juan Jimenez "Thinks these improvements will cause more traffic, more noise",