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HomeMy WebLinkAboutItem 5.1 - Attachment 5 - Heritage Industrial Center - Project Plan SetPROJECT CONSISTS OF : 1. THREE PROPOSED BUILDINGS TOTALING 201,200 S.F OF NEW OFFICE/WAREHOUSE. BUILDINGS INCLUDE 6,500 TOTAL S.F. OF MEZZANINE AREA 2. NEW REFUSE & RECYCLE ENCLOSURE AREA (4 LOCATIONS) 3. COLD-SHELL WAREHOUSE WITH TENANT IMPROVEMENTS IN EACH BUILDING TS1 TITLE SHEET CIVIL C1 CIVIL COVER SHEET C2 CIVIL GENERAL NOTES C3 ENLARGED GRADING PLAN C4 ENLARGED GRADING PLAN C5 ENLARGED STORM DRAIN PLAN C6 ENLARGED STORM DRAIN PLAN C7 ENLARGED UTILITY PLAN C8 ENLARGED UTILITY PLAN C9 ENLARGED EROSION CONTROL PLAN C10 ENLARGED EROSION CONTROL PLAN ARCHITECTURAL AS1 SITE PLAN AS2 TRASH ENCLOSURE AS3 SITE SECTIONS A1.1 BUILDING A- FLOOR PLANS A1.2 BUILDING B- FLOOR PLANS A1.3 BUILDING C- FLOOR PLANS A2.1 BUILDING A- ROOF PLAN A2.2 BUILDING B- ROOF PLAN A2.3 BUILDING C- ROOF PLAN A3.1 BUILDING A- EXTERIOR ELEVATIONS A3.1A BUILDING A- EXTERIOR ELEVATIONS- RENDERED A3.2 BUILDING B- EXTERIOR ELEVATIONS A3.2A BUILDING B- EXTERIOR ELEVATIONS- RENDERED A3.3 BUILDING C- EXTERIOR ELEVATIONS A3.3A BUILDING C- EXTERIOR ELEVATIONS- RENDERED ELECTRICAL E1.1 LIGHTING DETAIL SHEET E2.1 OVERALL SITE PLAN E2.1P SITE LIGHTING PHOTOMETRIC LANDSCAPE L1.1 ENLARGED LANDSCAPE PLAN L1.2 ENLARGED LANDSCAPE PLAN L2.0 LANDSCAPE TABULATION L2.1 LANDSCAPE SECTIONS L3.1 PRELIMINARY SHADE DIAGRAM L3.2 PRELIMINARY SHADE DIAGRAM NOT TO SCALE SCA ARCHITECTURE ARCHITECT:LANDSCAPE ARCHITECT: CIVIL ENGINEER: KIMLEY HORN RIDGE LANDSCAPE ARCHITECTS 13280 EVENING CREEK DRIVE SOUTH SUITE 125 SAN DIEGO, CA 92128 PHONE: (858) 793-4777 CONTACT: DANA TSUI 401 B STREET, SUITE 600 SAN DIEGO, CA 92101 PHONE: (619) 744-0188 CONTACT: KATY DANEKER 8841 RESEARCH DRIVE SUITE 200 IRVINE, CA 92618 PHONE: (949) 387-1323 CONTACT: RON STARK SITE SPECIFIC PLAN : ZONE: ASSESSOR'S PARCEL NO. : TOTAL SITE AREA : TOTAL BUILDING AREA: F.A.R. (TO NET SITE AREA): CONSTRUCTION TYPE : OCCUPANCY CLASSIFICATION : EXISTING USE : PROPOSED USE : FRONT SETBACK : REAR SETBACK : SIDE YARD SETBACK : MAX. BUILDING HEIGHT : MAX. BUILDING COVERAGE : BUILDING BREAKDOWN: BUILDING AREA PARKING/(RATIO) A 104,900 SF 132 (1.27/1,000) B 55,700 SF 93 (1.67/1,000) C 40,600 SF 63 (1.58/1,000) OTAY RANCH VILLAGE 3 NORTH PLANNED COMMUNITY DISTRICT I- INDUSTRIAL 644-061-01-00, 644-061-02-00, 644-061-03-00 GROSS SITE AREA: 750,529 SF (17.23A) NET SITE AREA: 504,190 SF (11.57 A) 201,200 SF .40 III - B (FULLY-SPRINKLERED- ESFR) B, F1, S1 N/A OFFICE/WAREHOUSE 10 FEET MINIMUM 10' MINIMUM 15' FEET MINIMUM NO RESTRICTIONS APPLY (PER CODE) 43'-0" AT BUILDING 'A' ARCHITECTURAL FEATURE 70% REAL PROPERTY IN THE CITY OF CHULA VISTA, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF CHULA VISTA, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: LOTS 814, 815 AND 816 OF CHULA VISTA TRACT 16-02, OTAY RANCH VILLAGE 3 NORTH, IN THE CITY OF CHULA VISTA, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 16160, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON DECEMBER 21, 2016. APN:644-061-01-00, 644-061-02-00, 644-061-03-00 Sheet Number Job Number Scale Drawing Date Check By Drawn By 2 0 2 0 S C A A R C H I T E C T U R E A R C H I T E C T U R E 13 2 8 0 E v e n i n g C r e e k D r i v e S o u t h | S u i t e 1 2 5 Sa n D i e g o , C A 9 2 1 2 8 85 8 . 7 9 3 . 4 7 7 7 | s c a - s d . c o m DR21-0007DR PROJECT # SD/Pricing Set Construction Set Plan Check Permit Set Planning Bid Set Issue Dates - - - Revision Dates -CD PROJECT # 1 1st DR COMMENTS 6/21/2021 - - - IR21-0008PREAPP. # H E R I T A G E I N D U S T R I A L C E N T E R H E R I T A G E R O A D C H U L A V I S T A , C A 9 1 9 1 1 2 2ND DR COMMENTS 8/20/2021 3 3RD DR COMMENTS 10/1/2021 TI T L E S H E E T OWNER : ROCKEFELLER GROUP 4 PARK PLAZA, SUITE 840 IRVINE, CA 92614 CONTACT: MARC J. BERG 2019 (CBC) CALIFORNIA BUILDING CODE 2019 (CMC) CALIFORNIA MECHANICAL CODE 2019 (CPC) CALIFORNIA PLUMBING CODE 2019 (CFC) CALIFORNIA FIRE CODE 2019 (CEC) CALIFORNIA ELECTRICAL CODE 2019 (CEBC) CALIFORNIA EXISTING BUILDING CODE 2019 (CGBC) CALIFORNIA GREEN BUILDING STANDARDS CODE 2019 CALIFORNIA REFERENCE STANDARDS CODE CAC -TITLE 24 2016 CALIFORNIA ENERGY CODE NFPA 13 - SPRINKLER SYSTEMS, 2016 EDITION NFPA 72 - FIRE ALARM & SIGNALING CODE, 2016 EDITION THIS PROJECT SHALL COMPLY WITH THE 2019 CALIFORNIA BUILDING CODE THE CURRENT EDITION OF CCR TITLE 24 INCLUDES: CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE MPE CONSULTING ELECTRICAL ENGINEER: 10807 THORNMINT RD SAN DIEGO, CA 92127 PHONE: (858) 673-4445 CONTACT: DENNY HIRZEL TOTAL BUILDING AREA 104,900 S.F. (INCLUDING 2,500 SF OF MEZZANINE) PARKING RATIO OFFICE: 1/300 WAREHOUSE: 1/1000 TOTAL REQUIRED PARKING SPACES OFFICE = 7,000 SF @ 1/300 = 23 STALLS WAREHOUSE = 97,900 SF @ 1/1000 = 98 STALLS 119 STALLS REQUIRED 132 STALLS PROVIDED FUTURE ELECTRIC VEHICLE CHARGING 7 REQUIRED 8 PROVIDED (RACEWAY INSTALLED) CLEAN AIR / VANPOOL / EV 11 REQUIRED 11 PROVIDED SHORT-TERM BICYCLE PARKING 132 STALLS X .05 = 7 REQUIRED 7 PROVIDED (OUTDOOR BIKE RACKS PER LANDSCAPE) ACCESSIBLE STALLS 6 ACCESSIBLE STALLS (INCLUDING 1 VAN ACCESSIBLE STALL) BUILDING A : TOTAL BUILDING AREA 55,700 S.F. (INCLUDING 2,000 SF OF MEZZANINE) PARKING RATIO OFFICE: 1/300 WAREHOUSE: 1/1000 TOTAL REQUIRED PARKING SPACES OFFICE = 6,000 SF @ 1/300 = 20 STALLS WAREHOUSE = 49,700 SF @ 1/1000 = 50 STALLS 70 STALLS REQUIRED 92 STALLS PROVIDED FUTURE ELECTRIC VEHICLE CHARGING 5 REQUIRED 5 PROVIDED (RACEWAY INSTALLED) CLEAN AIR / VANPOOL / EV 8 REQUIRED 8 PROVIDED SHORT-TERM BICYCLE PARKING 92 STALLS X .05 = 5 REQUIRED 5 PROVIDED (OUTDOOR BIKE RACKS PER LANDSCAPE) ACCESSIBLE STALLS 4 ACCESSIBLE STALLS (INCLUDING 1 VAN ACCESSIBLE STALL) BUILDING B : TOTAL BUILDING AREA 40,600 S.F. (INCLUDING 2,000 SF OF MEZZANINE) PARKING RATIO OFFICE: 1/300 WAREHOUSE: 1/1000 TOTAL REQUIRED PARKING SPACES OFFICE = 4,000 SF @ 1/300 = 37 STALLS WAREHOUSE = 36,600 SF @ 1/1000 = 14 STALLS 51 STALLS REQUIRED 63 STALLS PROVIDED FUTURE ELECTRIC VEHICLE CHARGING 4 REQUIRED 4 PROVIDED (RACEWAY INSTALLED) CLEAN AIR / VANPOOL / EV 6 REQUIRED 6 PROVIDED SHORT-TERM BICYCLE PARKING 63 STALLS X .05 = 3 REQUIRED 3 PROVIDED (OUTDOOR BIKE RACKS PER LANDSCAPE) ACCESSIBLE STALLS 3 ACCESSIBLE STALLS (INCLUDING 1 VAN ACCESSIBLE STALL) BUILDING C : TOTAL PARKING TABULATION FOR THE SITE: TOTAL BUILDING AREA 201,200 S.F. (INCLUDING 6,500 SF OF MEZZANINE) TOTAL REQUIRED PARKING SPACES 237 STALLS REQUIRED 288 STALLS PROVIDED FUTURE ELECTRIC VEHICLE CHARGING 18 PROVIDED (RACEWAY INSTALLED) CLEAN AIR / VANPOOL / EV 25 PROVIDED SHORT-TERM BICYCLE PARKING 15 PROVIDED (OUTDOOR BIKE RACKS PER LANDSCAPE) PHONE: 619-234-9411 WWW.KIMLEY-HORN.COM © 2021 KIMLEY-HORN AND ASSOCIATES, INC. 401 B STREET, SUITE 600; SAN DIEGO, CA 92101 CONSTRUCTION RECORD REFERENCES BY REVISIONS DATE APP'D BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY Pl o t t e d B y : Bi e l i k , J o s h u a S h e e t S e t : Kh a L a y o u t : CO V E R S H E E T Se p t e m b e r 3 0 , 2 0 2 1 0 4 : 3 6 : 5 4 p m K: \ S N D _ L D E V \ 1 9 5 0 3 4 0 0 5 - R o c k e f e l l e r C h u l a V i s t a E s c a y a \ D e s i g n \ P l a n S h e e t s - E n t i t l e m e n t s \ 1 C O V E R S H E E T . d w g Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r Y i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i ] a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . JB JS KDCONTRACTOR INSPECTOR DATE COMPLETED C.V. DWG. NOS.HORIZONTAL VERTICAL N/A N/A PLANS PREPARED UNDER SUPERVISION OF JOSHUA BIELIK, P.E.R.C.E. NO. DATE: DEVELOPMENT SERVICES DEPARTMENTDRAWING NO. XXXXX-XX SHEET OF ## LOCAL CITY OF CHULA VISTA BENCHMARK NO. 250, BEING A 1/2" BRASS PLUG SET INTO THE TOP OF THE NORTHERLY CURB OF MAIN STREET AT THE CENTER OF A CATCH BASIN, 700'± E'LY OF NIRVANA AVENUE. IT HAS A PUBLISHED ELEVATION OF 129.42 FEET, NAVD88 APPROVED: DIRECTOR OF DEVELOPMENT SERVICES OR DESIGNEE Print Date: September 30, 2021 04:36:54pm DATE: DR21-0007 C92259 ROCKEFELLER - HERITAGE INDUSTRIAL CENTER CITY OF CHULA VISTA, LOTS 814, 815, AND 816 MAP NO. 16160 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE APPROVED PLANS AND APPROVED REVISIONS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER AND MITIGATION MONITOR PRIOR TO ANY REQUEST FOR INSPECTION. 2.ALL GRADING SHALL BE INSPECTED AND TESTED BY OR UNDER THE DIRECTION OF A QUALIFIED SOILS ENGINEER. THE SOILS ENGINEER SHALL: INSPECT THE EXCAVATION, AND SHALL OBSERVE AND TEST THE PLACEMENT, AND COMPACTION OF FILL AND BACKFILL AND COMPACTION OF TRENCHES; SUBMIT GEOTECHNICAL OR SOILS REPORTS AS REQUIRED AND DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF GRADING OPERATIONS. THE SOILS ENGINEER SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY, OR UNDER THE DIRECTION OF THE SOILS ENGINEER, AND THAT EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE GEOTECHNICAL ASPECTS OF THE APPROVED GRADING PLANS, ANY APPROVED REVISIONS THERETO, SUBJECT LAND DEVELOPMENT PERMIT AND ORDINANCE NO. 1797 AS AMENDED, AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 3.THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACE TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. CONTRACTOR SHALL CONTROL SURFACE WATER TO AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE, AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED TO THE SATISFACTION OF THE CITY ENGINEER AND THE MITIGATION MONITOR. 4.ALL AREAS TO BE FILLED SHALL BE PREPARED PRIOR TO FILLING, AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN THE SOILS REPORT. ALL VEGETABLE MATTER AND OTHER OBJECTIONABLE MATERIALS SHALL BE REMOVED, BY THE CONTRACTOR, FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND UNSUITABLE SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND THEN COMPACTED TO A MINIMUM OF 90% OF ASTM-D1557. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH THE SPECIFICATIONS. 5.CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO THE FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, TRIMMED, AND PLANTED IN ACCORDANCE WITH THE PLANTING NOTES AND AS DIRECTED BY THE ENGINEER OF WORK, AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATERIALS EXPOSED ON THE EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED, SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH ORDINANCE NO. 1797, THESE GRADING PLANS, AND THE STANDARD DRAWINGS CVD -GR02 AND CVD -GR03. SLOPE SETBACKS AND GRADES SHALL CONFORM TO CVD -GR01. 6.IF THERE ARE EROSION SCARS ON EXISTING SLOPES WHICH OTHERWISE WOULD NOT BE ELIMINATED BY THE PROPOSED GRADING, THESE SCARS ARE TO BE ELIMINATED BY TRIMMING, FINE GRADING AND PLANTING. IF THE SCARS ARE IN AREAS OF NATIVE VEGETATION, THE REPAIRS SHOULD BE PERFORMED WITH AN EFFORT TO AVOID OR MINIMIZE IMPACTS TO NATIVE VEGETATION. ALL SUCH REPAIRS IN AREAS OF NATIVE VEGETATION SHALL BE REVIEWED AND APPROVED BY THE CITY'S MITIGATION MONITORING COORDINATOR PRIOR TO THE BEGINNING OF THE REPAIR WORK. 7.ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATIONS FOR DEBRIS FILL SHALL BE OBTAINED FROM THE SOILS ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 8.SUBDRAIN LOCATIONS , SHOWN ARE APPROXIMATE AND ARE RECOMMENDED FOR ALL SIGNIFICANT FILL CANYONS. THE ACTUAL LOCATION AND EXTENT OF SUBDRAINS SHALL BE DETERMINED BY THE GEOTECHNICAL CONSULTANT AT THE TIME OF CONSTRUCTION. 9.BY REFERENCE HERE, THE REPORT "UPDATE GEOTECHNICAL REPORT, OTAY RANCH VILLAGE 3 INDUSTRIAL PADS I-1A, I-1B, AND I-2, CHULA VISTA, CALIFORNIA ( PROJECT NO. 06930- 52-19)" PREPARED BY GEOCON INC., DATED JANUARY 20,2021 IS INCLUDED AS PART OF THESE PLANS. 10.CONTRACTOR SHALL VERIFY LOCATIONS AND DEPTH OF ALL EXISTING UNDERGROUND UTILITIES. LOCATIONS SHOWN ON THESE PLANS ARE BASED ON AERIAL IMAGES AND ACCURACY OF AS-BUILTS, APPROXIMATE IN NATURE, AND SHOWN FOR GENERAL INFORMATION ONLY. 11.WHERE GRADING DOES NOT OCCUR, ALL EXISTING PLANT MATERIAL IS TO BE PROTECTED IN PLACE. NO CONSTRUCTION EQUIPMENT WILL BE ALLOWED TO TRAVEL THROUGH AND DAMAGE ANY OF THESE AREAS. ALL AREAS TO BE RETAINED IN A NATURAL CONDITION SHALL BE FENCED UNDER THE DIRECTION OF THE PROJECT BIOLOGIST. CONTRACTOR WILL BE RESPONSIBLE TO REPAIR ANY AND ALL DAMAGE /IMPACTS TO THESE AREAS. 12.THE CONTRACTOR SHALL FURNISH TO THE ENGINEER OF WORK AS -BUILT PLANS FOR ALL NEW IMPROVEMENTS AND GRADING SHOWN ON THESE PLANS FOR SUBMITTAL TO THE CITY ENGINEER FOR APPROVAL IN ACCORDANCE WITH SECTION 15. 04. 140 OF THE CHULA VISTA MUNICIPAL CODE. 13.IN THE CASE OF CONFLICTS, THE REQUIREMENTS OF THE EARTHWORK, SPECIFICATIONS PREPARED FOR THE PROJECT BY THE SOILS ENGINEER SHALL GOVERN THE REQUIREMENTS OF THIS PLAN AND THESE NOTES AND THESE PLANS SHALL BE REVISED ACCORDINGLY. GRADING NOTES 1.THE SOILS REPORTS TITLED "UPDATE GEOTECHNICAL REPORT, OTAY RANCH VILLAGE 3 INDUSTRIAL PADS I-1A, I-1B, AND I-2, CHULA VISTA, CALIFORNIA ( PROJECT NO. 06930- 52-19)" PREPARED BY GEOCON INC., DATED JANUARY 20,2021 SHALL BE CONSIDERED TO BE PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORTS. 2.STORM DRAINS IN PUBLIC RIGHT-OF-WAY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATIONS, AND TYPE OF SEWER AND DRAINAGE FACILITIES, OR ANY SURFACE IMPROVEMENTS WITHIN PUBLIC STREET RIGHTS-OF-WAY SHOWN ON THESE PLANS. SEPARATE APPROVALS AND ENCROACHMENT PERMITS FOR THESE IMPROVEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 3.WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. 4.CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 5.THE DEVELOPER /CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEY MONUMENTS AND /OR VERTICAL CONTROL BENCHMARKS WHICH ARE DISTURBED OR DESTROYED BY CONSTRUCTION. A LAND SURVEYOR MUST FIELD LOCATE, REFERENCE, AND /OR PRESERVE ALL HISTORICAL FOR CONTROLLING MONUMENTS PRIOR TO ANY EARTHWORK OR PROPOSED IMPROVEMENTS; AND IF DESTROYED, A LAND SURVEYOR, OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING SHALL REPLACE SUCH MONUMENTS WITH THE APPROPRIATE MONUMENTS. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED AS REQUIRED BY THE PROFESSIONAL LAND SURVEYORS ACT. IF ANY VERTICAL CONTROL IS TO BE DISTURBED OR DESTROYED, THE CITY OF CHULA VISTA FIELD SURVEY SECTION MUST BE NOTIFIED, IN WRITING, AT LEAST THREE ( 3) DAYS PRIOR TO THE CONSTRUCTION. THE DEVELOPER /CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF REPLACING ANY VERTICAL CONTROL BENCHMARKS DESTROYED BY THE CONSTRUCTION. 6.THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. 7.ALL FLOWS SHOWN ARE FOR 100-YEAR STORM. 8.THE OWNER MUST OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF OCCUPATIONAL SAFETY AND HEALTH ( D. O. S. H.) FOR CONSTRUCTION OF TRENCHES OR EXCAVATIONS WHICH ARE FIVE FEET OR DEEPER INTO WHICH A PERSON IS REQUIRED TO DESCEND. SAID PERMIT IS REQUIRED PRIOR TO ISSUANCE OF A GRADING PERMIT BY THE CITY OF CHULA VISTA. 9.GRADING EQUIPMENT SHALL NOT USE OR BLOCK TRAFFIC LANES DURING GRADING ACTIVITY, TRUCK OPERATIONS IN AND OUT OF CONSTRUCTION AND STAGING AREAS SHALL BE CONTROLLED AS-REQUIRED BY THE CITY. TRUCK AND EQUIPMENT ROUTES IN AND OUT OF THE SITE, SHALL BE APPROVED BY THE CITY PRIOR TO START OF WORK. AT THE END OF THE WORKING DAY, STREETS SHALL BE CLEANED OF DIRT AND CONSTRUCTION DEBRIS TO THE SATISFACTION OF THE CITY INSPECTOR AND THE MITIGATION MONITOR. 10.DUST GENERATED BY CONSTRUCTION ACTIVITIES SHALL COMPLY WITH LOCAL DUST CONTROL, ANY REQUIREMENTS OF ANY MITIGATION MONITORING PROGRAMS, AND UNIFORM BUILDING CODE ( UBC) REQUIREMENTS, WHICH INCLUDE DUST CONTROL MEASURES FOR CONSTRUCTION SITES. DUST REDUCING MEASURES SHALL INCLUDE, BUT NOT LIMITED TO, REGULAR WATERING OF GRADED SURFACES AND RESTRICTION OF ALL CONSTRUCTION VEHICLES AND EQUIPMENT TO TRAVEL ALONG ESTABLISHED AND REGULARLY WATERED ROADWAYS AT SPECIFIED SPEEDS. GENERAL NOTES THE CONTRACTOR SHALL NOT BEGIN ANY WORK ON THIS PROJECT UNTIL A PRECONSTRUCTION CONFERENCE IS HELD WITH THE ENGINEER OF WORK, THE SOILS ENGINEER, ENGINEERING GEOLOGIST, A QUALIFIED PALEONTOLOGICAL MONITOR, A BIOLOGIST, THE DEVELOPER, THE CITY, AND THE OTAY WATER DISTRICT. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF ANY SURFACE IMPROVEMENTS WITHIN FUTURE STREET RIGHT -OF -WAY SHOWN ON THESE SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENTS PLANS. PRECONSTRUCTION CONFERENCE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES THAT DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER, CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 AT LEAST TWO WORKING DAYS BEFORE YOU DIG. "DIG ALERT NOTICE" IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER HOMEFED OTAY LAND 11, LLC SHALL HAVE THE ENGINEER OF WORK MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE ENGINEER OF WORK DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE GRADING. ALL PLAN CHANGES SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE GRADING PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. NAME: HOMEFED OTAY LAND 11, LLC ADDRESS:1903 WRIGHT PLACE SUITE 220 CARLSBAD CA 92008 (760) 918 -8200 BY: DATE: . OWNER CERTIFICATE I, SHAWN FOY WEEDON, A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY VERIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION DURING THE DATES OF JANUARY 2021. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. THESE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION AND CONFORM TO THE RECOMMENDATIONS MADE IN THE SOILS REPORT MENTIONED ABOVE. SIGNED:________________DATE: ___________. RGE NO. ________________EXPIRATION DATE: ___________. SOILS ENGINEER'S CERTIFICATE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CHULA VISTA AND WATER DISTRICT IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE PROJECT DESIGN. JOSHUA BIELIK, P.E. KIMLEY-HORN AND ASSOCIATES, INC. 401 B. STREET, SUITE 600 SAN DIEGO, CA 92101 BY:_________________________________________________________ PRINTED NAME: JOSHUA BIELIK RCE NO. C92259 DATE DECLARATION OF RESPONSIBLE CHARGE I HEREBY CERTIFY THAT IN MY PROFESSIONAL OPINION ALL WORK INCORPORATED IN THE GRADING AND DRAINAGE PLANS, SHEET 1 THROUGH SHEET 10, AND AUTHORIZED UNDER GRADING PERMIT NO. ______________________HAS BEEN CONSTRUCTED TO THE GRADES AND IN SUBSTANTIAL CONFORMANCE WITH SAID PLANS AND ANY APPROVED REVISIONS. SIGNED: _________________DATE: ____________ PRINTED NAME:JOSHUA BIELIK P.E. NO. C92259 DISCIPLINE: CIVIL REGISTRATION EXPIRES: ____________ ENGINEER OF WORK CERTIFICATE THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF CHULA VISTA, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: LOTS 814, 815 AND 816 OF CHULA VISTA TRACT 16-02, OTAY RANCH VILLAGE 3 NORTH, IN THE CITY OF CHULA VISTA, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 16160, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON DECEMBER 21, 2016. EXCEPTING THEREFROM ALL OIL, OIL RIGHTS, MINERALS, MINERAL RIGHTS, NATURAL GAS RIGHTS, AND OTHER HYDROCARBONS BY WHATSOEVER NAME KNOWN, GEOTHERMAL STEAM AND ALL PRODUCTS DERIVED FROM ANY OF THE FOREGOING, THAT MAY BE WITHIN OR UNDER THE PARCEL OF LAND HEREINABOVE DESCRIBED, TOGETHER WITH THE PERPETUAL RIGHT OF DRILLING, MINING, EXPLORING, AND OPERATING THEREFOR AND STORING IN AND REMOVING THE SAME FROM SAID LAND OR ANY OTHER LAND, INCLUDING THE RIGHT TO WHIPSTOCK OR DIRECTIONALLY DRILL AND MINE FROM LANDS OTHER THAN THOSE HEREINABOVE DESCRIBED, OIL OR GAS WELLS, TUNNELS AND SHAFTS INTO, THROUGH OR ACROSS THE SUBSURFACE OF THE LAND HEREINABOVE DESCRIBED, AND TO BOTTOM SUCH WHIPSTOCKED OR DIRECTIONALLY DRILLED WELLS, TUNNELS AND SHAFTS UNDER AND BENEATH OR BEYOND THE EXTERIOR LIMITS THEREOF, AND TO RE-DRILL, RE-TUNNEL, EQUIP, MAINTAIN, REPAIR, DEEPEN AND OPERATE ANY SUCH WELLS OR MINES WITHOUT, HOWEVER, THE RIGHT TO DRILL, MINE, STORE, EXPLORE AND OPERATE THROUGH THE SURFACE OR THE UPPER FIVE HUNDRED (500) FEET OF THE SUBSURFACE OF THE PROPERTY, AS RESERVED BY HOMEFED VILLAGE III, LLC, A DELAWARE LIMITED LIABILITY COMPANY IN GRANT DEED RECORDED APRIL 25, 2016 AS INSTRUMENT NO. 2016-0190316 OFFICIAL RECORDS. LEGAL DESCRIPTION THE CONTRACTOR SHALL FURNISH TO THE ENGINEER OF WORK, AS -BUILT PLANS FOR ALL NEW IMPROVEMENTS AND GRADING SHOWN ON THESE PLANS FOR SUBMITTAL TO THE CITY ENGINEER FOR APPROVAL IN ACCORDANCE WITH SECTION 15. 04. 140 OF THE CHULA VISTA MUNICIPAL CODE. AS-BUILTS THE WORK TO BE DONE CONSISTS OF THE ITEMS INDICATED UNDER THE "LEGEND" SHOWN BELOW, AND IS TO BE DONE IN ACCORDANCE WITH THESE PLANS AND THE FOLLOWING LIST OR PRINTED MATERIALS AS CURRENTLY ADOPTED BY THE CITY OF CHULA VISTA CITY COUNCIL INCLUDING THE FOLLOWING: 1.2018 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( " GREENBOOK ") AND 2018 REGIONAL SUPPLEMENT AMENDMENTS ( TO THE GREENBOOK). 2.2018 SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. 3.2019 CITY OF CHULA VISTA STANDARD SPECIAL PROVISIONS (TO THE GREENBOOK). 4.2017 DESIGN AND CONSTRUCTION STANDARDS OF THE CITY OF CHULA VISTA. 5.PORTION OF THE STATE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, DATED JULY 2014 AND ALL SUBSEQUENT ADDITIONS AND REVISIONS. 6.PORTION OF THE STATE STANDARD PLANS, STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, DATED JULY 2014 AND ALL SUBSEQUENT ADDITIONS AND REVISIONS. 7.LATEST CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ( " CA- MUTCD AND ALL SUBSEQUENT ADDITIONS AND REVISIONS. ALL REFERENCES ARE TO BE MADE PART OF THESE PLANS. ANY CHANGES OR REVISIONS THEREFROM, SHALL BE APPROVED BY THE CITY ENGINEER, OR THEIR DESIGNEE PRIOR TO ANY REQUEST FOR INSPECTION. WORK TO BE DONE RIGHT-OF-WAY/PROPERTY LINE................................................................... VICINITY MAP NOT TO SCALE SITE S A N T A M A Y A PA S E O CU L T U R A ENERGY WAY A V E S C A Y A HER I T A G E R O A D TOPOGRAPHY SOURCE ASSESSOR'S PARCEL NOS. APN:644-061-01-00, 644-061-02-00, 644-061-03-00 EARTHWORK QUANTITIES CUT:+/-49,300CYD FILL: +/-50,800CYD NET: +/-1,500CYD (FILL) AREA TO BE GRADED = +/-11.6 AC NOTE: GRADING QUANTITIES ARE ESTIMATED FOR BONDING PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAYMENT QUANTITIES. CONTRACTOR TO CONFIRM ACTUAL QUANTITIES IN THE FIELD DURING CONSTRUCTION. ALL SOIL TO BE EXPORTED OFFSITE SHALL BE DISCHARGED TO A LEGAL DISPOSAL SITE. OWNER/ APPLICANT AERIAL SURVEY BY PHOTO GEODETIC CORP. INC. FLOWN ON JANUARY 28, 2021. GROUND CONTROL BY KIMLEY-HORN AND ASSOCIATES, INC. IN JANUARY 2021. ROCKEFELLER GROUP DEVELOPMENT CORPORATION 4 PARK PLAZA, SUITE 840, IRVINE, CA 92614 (959) 486-1812 COVER SHEET FOR: 1 IMPROVEMENT LEGEND STANDARD DWGS.SYMBOL LOT LINE........................................................................................................... EASEMENT LINE.............................................................................................. PRIVATE 6 INCH CURB AND GUTTER...............SDRSD G-02....................... 100PROPOSED CONTOURS.................................................................................. EXISTING CONTOURS.....................................................................................100 XX 100.00SPOT ELEVATION............................................................................................. HDPE STORM LINE...................................SDRSD SP-02, D-61....................... TYPE F CATCH BASIN...................................SDRSD D-7................................ TYPE A CLEANOUT.......................................SDRSD D-9, D-11....................... DRAINAGE DITCH.......................................SDRSD D-75................................. ||||DAYLIGHT LINE................................................................................................. EARTHEN SWALE.......................................SDRSD D-75................................. X.XX%FLOW DIRECTION............................................................................................. X XEXISTING FENCE.............................................................................................. EXISTING SURVEY MONUMENT..................................................................... EXISTING FIRE HYDRANT............................................................................... SHEET INDEX COVER SHEET................................ 1 GENERAL NOTES........................... 2 GRADING PLAN............................... 3 - 4 STORM DRAIN PLAN...................... 5 - 6 UTILITY PLAN.................................. 7 - 8 EROSION CONTROL PLAN.............9 - 10 PHONE: 619-234-9411 WWW.KIMLEY-HORN.COM © 2021 KIMLEY-HORN AND ASSOCIATES, INC. 401 B STREET, SUITE 600; SAN DIEGO, CA 92101 CONSTRUCTION RECORD REFERENCES BY REVISIONS DATE APP'D BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY Pl o t t e d B y : Bi e l i k , J o s h u a S h e e t S e t : Kh a L a y o u t : GE N E R A L N O T E S Se p t e m b e r 3 0 , 2 0 2 1 0 4 : 3 6 : 5 7 p m K: \ S N D _ L D E V \ 1 9 5 0 3 4 0 0 5 - R o c k e f e l l e r C h u l a V i s t a E s c a y a \ D e s i g n \ P l a n S h e e t s - E n t i t l e m e n t s \ 1 C O V E R S H E E T . d w g Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r Y i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i ] a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . JB JS KDCONTRACTOR INSPECTOR DATE COMPLETED C.V. DWG. NOS.HORIZONTAL VERTICAL N/A N/A PLANS PREPARED UNDER SUPERVISION OF JOSHUA BIELIK, P.E.R.C.E. NO. DATE: DEVELOPMENT SERVICES DEPARTMENTDRAWING NO. XXXXX-XX SHEET OF ## LOCAL CITY OF CHULA VISTA BENCHMARK NO. 250, BEING A 1/2" BRASS PLUG SET INTO THE TOP OF THE NORTHERLY CURB OF MAIN STREET AT THE CENTER OF A CATCH BASIN, 700'± E'LY OF NIRVANA AVENUE. IT HAS A PUBLISHED ELEVATION OF 129.42 FEET, NAVD88 APPROVED: DIRECTOR OF DEVELOPMENT SERVICES OR DESIGNEE Print Date: September 30, 2021 04:36:57pm DATE: DR21-0007 C92259 1.THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORD, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN HEREON, HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT UNDERGROUND SERVICE ALERT ( PHONE 1- 800 - 422 -4133) TWO ( 2) WORKING DAYS IN ADVANCE OF ANY EXCAVATION FOR THE MARK OUT OF THE LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. FOR ANY QUESTIONS REGARDING THE MARK OUT OF UNDERGROUND UTILITIES, THE CONTRACTOR SHOULD CONTACT THE RESPECTIVE UTILITY COMPANY: STREET LIGHT OR SIGNAL LIGHT CONDUIT CITY OF CHULA VISTA (619) 397 -6163 SEWER OR STORM DRAIN CITY OF CHULA VISTA VERIFICATION ( 619) 691 -5024 NOTIFICATION (619) 397 -6000 GAS & ELECTRIC SAN DIEGO GAS & ELECTRIC CO. 1- 800 -227 -2600 619) 230 -7800 WATER OTAY WATER DISTRICT (619) 670 -2222 SWEETWATER AUTHORITY (619) 420 -1413 TELEPHONE PACIFIC BELL (619) 266 -4683 TELEVISION COX CABLE OF SAN DIEGO /CHULA VISTA CABLE (619) 263 - 9251( 619) 266 -5597 ULTRONICS & WORLDWIDE SATELLITE (619) 422 -0776 2.CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE ( PHONE 619- 397 -6128) AND THE MITIGATION MONITOR AT THE PLANNING DIVISION ( PHONE 619- 691 -5101) 48 HOURS ( 2 WORKING DAYS) PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. 3.THE CONTRACTOR SHALL GIVE 24 HOURS ( ONE WORKING DAY) NOTICE ON CALLS FOR INSPECTION. PHONE: (619) 397 -6128. 4.ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION SHALL BE SUBJECT TO REJECTION AND REMOVAL AT CONTRACTOR'S EXPENSE. NOTIFICATIONS GENERAL NOTES FOR: 2 DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF STATE WATER RESOURCES CONTROL BOARD ( SWRCB) ( NPDES GENERAL PERMIT NO. CAS000002, WASTE DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN ( SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES. THE SWPPP SHALL SPECIFY BOTH CONSTRUCTION AND POST- CONSTRUCTION STRUCTURAL AND NON - STRUCTURAL POLLUTION, PREVENTION MEASURES. THE SWPPP SHALL ALSO ADDRESS OPERATION AND MAINTENANCE OF POST - CONSTRUCTION POLLUTION PREVENTIONS MEASURES, INCLUDING SHORT -TERM AND LONG -TERM FUNDING SOURCES AND THE PARTY OR PARTIES THAT WILL BE RESPONSIBLE FOR THE IMPLEMENTATION OF SAID MEASURES. A COMPLETE AND ACCURATE NOTICE -OF- INTENT ( NOI) WILL BE FILED WITH THE SWRCB. A COPY OF THE ACKNOWLEDGMENT FROM THE SWRCB THAT A NOI HAS BEEN RECEIVED FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF CHULA VISTA WHEN RECEIVED; FURTHER, A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF CHULA VISTA WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PERMIT NO. OR -3000G SHALL COMPLY WITH SPECIAL PROVISIONS REGARDING THE REVOCATION OR CANCELLATION OF NPDES GENERAL PERMIT COVERAGE, AS SET FORTH IN SWRCB ORDER NO. CAS000002, AND ANY SUBSEQUENT AMENDMENTS THERETO AND REISSUANCES THEREOF. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STATEMENT OWNER OF LAND SIGNATURE OF LAND OWNER, CORPORATE OFFICE, GENERAL PARTNER, OR PROPRIETOR DATE PRINTED NAME OF ABOVE PERSON TITLE PERMIT IDENTIFICATION NUMBER 1.ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH ,PLANS APPROVED BY THE CITY OF CHULA VISTA DIRECTOR OF DEVELOPMENT SERVICES AND CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF CHULA VISTA LANDSCAPE MANUAL AND ORDINANCE NO. 1797, BOTH AS AMENDED. 2.FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 1. PADS OR OTHER RELATIVELY LEVEL AREAS SHALL BE PLANTED AS DIRECTED BY THE CITY'S DIRECTOR OF DEVELOPMENT SERVICES. 3.PRIOR TO GRADING, CONTRACTOR SHALL FIELD VERIFY EXISTING IRRIGATION SYSTEMS TO DETERMINE WHICH ARE OPERABLE. UNLESS OTHERWISE NOTED ON THESE PLANS, ALL EXISTING IRRIGATION SYSTEMS ARE TO BE PROTECTED IN PLACE AND REMAIN OPERABLE, PUBLIC WORKS DEPARTMENT ( DAVE DEFACCI @ (619) 850 - 0539), PER SEC. 5 -300. LANDSCAPING NOTES 1.REFERENCE MANUFACTURER INSTALLATION GUIDE AND SPECIFICATIONS FOR MAXIMUM JOINT DEFLECTION. 2.CURVILINEAR INSTALLATIONS SPECIFIED PER THIS PLAN ARE BASED ON CHAPTER - 5 INSTALLATION) OF THE ADS, INC. DRAINAGE HANDBOOK, AND ASSUME THE USE OF " N -12 WT IP" AND /OR " HP STORM" GASKETED WATERTIGHT COUPLERS. FOR RADII LESS THAN THAT ACHIEVABLE WITH STANDARD JOINT DEFLECTION A SERIES OF PREFABRICATED BENDS SHALL BE UTILIZED. 3.ALL CONCRETE STRUCTURES USED WITH HDPE PIPE MUST BE WATERTIGHT. HDPE STORM DRAIN INSTALLATION NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE QUANTITIES SHOWN HEREON AND BALANCING THE EARTHWORK ONSITE. IF DISCREPANCIES ARISE, THE ENGINEER OF WORK SHALL PROVIDE AREAS OF ADJUSTMENT TO THE CONTRACTOR. WHERE TRENCHES ARE WITHIN EASEMENTS, STREETS, OR 10' OF ANY BUILDING, SOILS REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER WHICH INDICATE THAT THE TRENCH BACKFILL WAS COMPACTED UNDER THE OBSERVATION OF THE SOILS ENGINEER AND IN ACCORDANCE WITH THE EARTHWORK SPECIFICATIONS. 2.THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER AT ( 858) 558 -4500. 3.THE PALEONTOLOGICAL MONITOR SHALL BE PRESENT DURING THE GRADING OF THE PLIOCENE SAN DIEGO FORMATION ( TSD) ON THE SITE. THE MONITOR SHALL HAVE THE AUTHORITY TO TEMPORARILY DIRECT, DIVERT, OR HALT GRADING TO ALLOW RECOVERY OF FOSSIL REMAINS. 4.THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT MAYBE JOINED, CROSSED, OR PARALLELED TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATION PRIOR TO ANY CONSTRUCTION. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION. OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY ADDITIONAL CONSTRUCTION OR RELOCATION COSTS. 5.ALL FILL AREAS, WHICH ARE FENCED, SHALL REMAIN FENCED. TEMPORARY AND /OR FINAL FENCING SHALL BE PROVIDED AS SHOWN ON THE PLANS 6.A 6" MINIMUM THICKNESS BEDDING BLANKET UNDERLAIN BY A LAYER OF GEOTEXTILE ( MIRAFI 70OX OR EQUIVALENT) SHALL BE CONSTRUCTED BENEATH ALL RIP RAP. THE BEDDING BLANKET, SHALL MEET THE FOLLOWING SPECIFICATIONS: A)FRACTION PASSING THE NO. 3/ 8 IN. STANDARD SIEVE SHALL BE 100% BY WEIGHT. B)ANY SOURCE OF ON -SITE MATERIAL DEEMED SUITABLE BY THE SOILS ENGINEER. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, MAINTAINING, RELOCATING, AND OR REMOVAL OF EXISTING UTILITIES. 8.THE CONTRACTOR SHALL REPLACE ALL DESTROYED OR DAMAGED SURFACE IMPROVEMENTS WITH IMPROVEMENTS EQUAL OR SUPERIOR. 9.ALL CONTOURS AND ELEVATIONS SHOWN HEREON REPRESENT FINISH GRADE. CONTRACTOR SHALL MAKE THE APPROPRIATE ALLOWANCES FOR PAVEMENT SUBGRADE, PAD UNDERCUT, AND UTILITY TRENCHING. 10.THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL PROPOSED CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY OF CHULA VISTA. SPECIAL NOTES THE TERM "DESIGN ENGINEER" USED HEREIN SHALL MEAN THE ENGINEER WHO HAS SIGNED AND SEALED THESE PLANS AND IS IN RESPONSIBLE CHARGE OF THE ENGINEERING DESIGN. THE TERM "CONTRACTOR" USED HEREIN SHALL MEAN ANY GENERAL CONTRACTOR OR SUBCONTRACTOR USING THESE PLANS. ANY AGENCY SIGNATURE OR APPROVAL ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES. 1.THE DESIGN ENGINEER WILL NOT PROVIDE, OBSERVE, COMMENT ON NOR ENFORCE ANY SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY MEASURES AND SHALL BE SOLELY RESPONSIBLE FOR SAME AND COMPLYING WITH ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. THE CONTRACTOR AGREES THAT SHE/HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS AND SAFETY OF ALL PERSONS AND PROPERTY DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 2.THE DESIGN ENGINEER SHALL HAVE NO RESPONSIBILITY FOR ANY OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION, TECHNIQUES, EQUIPMENT CHOICE AND USAGE, SEQUENCE, SCHEDULE, SAFETY PROGRAMS, OR SAFETY PRACTICES, NOR SHALL THE DESIGN ENGINEER HAVE ANY AUTHORITY OR RESPONSIBILITY TO STOP OR DIRECT THE WORK OF ANY CONTRACTOR. 3.THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE DESIGN ENGINEER AND OWNER, THEIR AGENTS AND EMPLOYEES, HARMLESS FROM ANY AND ALL CLAIMS, DEMANDS, JUDGMENTS, LOSS, DAMAGES, COSTS, EXPENSES, FEES OR LIABILITY WHATSOEVER, REAL OR ALLEGED, IN CONNECTION WITH, IN WHOLE OR IN PART, DIRECTLY OR INDIRECTLY, THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE DESIGN ENGINEER. 4.IF THERE ARE ANY QUESTIONS REGARDING THESE PLANS, THE CONTRACTOR SHALL REQUEST IN WRITING FROM THE DESIGN ENGINEER AND THE OWNER, AN INTERPRETATION BEFORE DOING ANY RELATED OR IMPACTED WORK. 5.THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO PROTECT THE PROPERTY FROM ANY EROSION AND SILTATION THAT RESULT FROM CONTRACTOR OPERATIONS BY APPROPRIATE MEANS UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY WHOMEVER IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE. 6.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO STARTING WORK NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH UTILITY COMPANY REPRESENTATIVES. 7.THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A SEARCH OF READILY AVAILABLE RECORDS. NO REPRESENTATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF SAID UTILITY INFORMATION. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHERS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ALL DAMAGES THERETO CAUSED BY THE CONTRACTOR SHALL BE REPAIRED TO THE APPROPRIATE SPECIFICATIONS AND STANDARDS AT THE SOLE EXPENSE OF THE CONTRACTOR. 8.THE LOCATION, ELEVATIONS, SIZE, TYPE AND CONDITION OF EXISTING IMPROVEMENTS ADJACENT TO THE PROPOSED WORK INDICATED ON THESE PLANS SHALL BE CONFIRMED BY THE CONTRACTOR BY FIELD MEASUREMENTS AND OBSERVATIONS PRIOR TO CONSTRUCTION OF NEW WORK. THE CONTRACTOR WILL IMMEDIATELY INFORM THE DESIGN ENGINEER IN WRITING IF ANY DISCREPANCIES OR CONFLICTING INFORMATION IS FOUND. 9.THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES AS NEEDED, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY DUE TO THE ACTUAL LOCATION, SIZE, TYPE, OR CONDITION OF EXISTING FACILITIES DIFFERING FROM WHAT IS SHOWN ON THESE PLANS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ANY DAMAGE TO THE EXISTING IMPROVEMENTS AND REPLACEMENT TO THE SATISFACTION OF THE OWNER. 11.SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER IN WRITING IMMEDIATELY BEFORE PROCEEDING WITH THE WORK IN QUESTION. 12.ANYTHING MENTIONED IN THE SPECIFICATIONS, IF ANY, AND NOT SHOWN ON THE DRAWINGS, OR SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS, SHALL BE OF LIKE EFFECT AS IF SHOWN OR MENTIONED IN BOTH. 13.THE LISTED EARTHWORK QUANTITIES ON SHEET 1 REFLECT THE ENGINEERS ESTIMATE OF THE ACTUAL VOLUMES OF MATERIAL CUT AND FILLED. THESE QUANTITIES ARE FOR ESTIMATING AND BONDING PURPOSES ONLY. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS (OVER-EXCAVATION, FOUNDATIONS, RETAINING WALLS, TRENCH SPOILS, ETC.) ARE BASED ON FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL CONDITIONS DURING CONSTRUCTION MAY VARY. CONTRACTOR TO EVALUATE FOR PRICING PURPOSES AND PRIOR TO THE START OF CONSTRUCTION. 1.FOR CONNECTIONS TO EXISTING WATER MAINS, ALL WET TAP CONNECTIONS TO EXISTING PIPELINES, WHETHER FOR MAINLINE EXTENSION OR SERVICE LATERALS, SHALL BE PERFORMED BY THE APPROPRIATE JURISDICTION. THE CONTRACTOR SHALL FURNISH THE TAPPING SLEEVE OR TEE, VALVES AND ALL OTHER MATERIALS AS CALLED FOR IN THE CITY STANDARDS, STANDARD SPECIFICATIONS SECTION, IN ACCORDANCE WITH THE APPROVED MATERIALS LIST. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, LABOR AND TRAFFIC CONTROL REQUIRED FOR THE EXCAVATION AND INSTALLATION OF THE CONNECTION INCLUDING BUT NOT LIMITED TO EXCAVATION BY HAND OR MACHINE, POURING OF THRUST AND ANCHOR BLOCKS, INSTALLATION OF GATE CASING, PAINTING AND WRAPPING OF FITTINGS, BACKFILL AND COMPACTION OF TRENCH AREA AND PAVEMENT REPLACEMENT. 2.CONTRACTOR TO REMOVE EXISTING END CAP, THRUST BLOCK AND TEMPORARY BLOW OFF. CONTRACTOR TO CONNECT TO EXISTING LATERAL USING A MINIMUM PIPE LENGTH OF 60 INCHES. 3.CONTRACTOR SHALL EXCAVATE, REMOVE THRUST BLOCK AND END CAP, MAKE CONNECTION TO EXISTING STUB, AND BACKFILL. APPROXIMATE THRUST RESTRAINTS SHALL BE INSTALLED ON EACH CONNECTION BETWEEN PIPES OF DIFFERENT MATERIALS OR DIFFERENT OUTSIDE DIAMETERS 1.LOCATE WATER SERVICE (METER BOX) AND SEWER HOUSE CONNECTION (SEWER CLEANOUT) OUT OF DRIVEWAYS AND WALKWAYS (UNLESS OTHERWISE APPROVED BY THE R.E.). SEWER HOUSE CONNECTIONS SHALL BE LOCATED NO LESS THAN 5 FEET AWAY FROM DRIVEWAYS. THE SEWER LATERAL AND THE WATER SERVICE LINE SHALL BE SEPARATED AT A HORIZONTAL DISTANCE OF 5 FEET AND A VERTICAL DISTANCE OF 1 FOOT (WITH THE WATER SERVICE AT THE HIGHER ELEVATION). THE SEWER LATERAL AND THE WATER SERVICE LINE SHALL BE INSTALLED IN A RELATIVE LOCATION SO THAT THE SEWER LATERAL IS LOCATED IN THE DOWNSTREAM DIRECTION OF THE STREET. IF THE ABOVE CRITERIA CANNOT BE MET, THE SEWER LATERAL AND THE WATER SERVICE LINE SHALL BE SEPARATED BY 10 FEET. 2.ALL CONNECTIONS TO EXISTING WATER MAINS ARE TO BE DONE BY THE JURISDICTION FOR WHICH THE FOLLOWING FEES WILL BE CHARGED. IF THE CONNECTIONS ARE NOT READY TO BE MADE AND FEES PAID BEFORE, THE CITY RESERVES THE RIGHT TO ADJUST THE FEES ACCORDING TO THE FEE SCHEDULE IN EFFECT AT THE TIME THE CONNECTIONS ARE MADE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXPOSE THE EXISTING MAIN AT THE CONNECTION POINT AND TO INSTALL THE NEW MAIN AT THE ALIGNMENT AND GRADE WHICH WILL PERMIT THE CITY TO MAKE A “STRAIGHT-IN” CONNECTION WITHOUT USING MORE THAN 10 LINEAL FEET OF PIPE. 3.ALL BURIED DUCTILE IRON PIPES, FITTINGS, VALVES, AND APPURTENANCES SHALL HAVE CORROSION CONTROL MEASURES AS REQUIRED BY THE CITY OF CHULA VISTA SEWER AND WATER DESIGN GUIDES. IF THE CORROSIVITY OF THE SOIL HAS NOT BEEN DETERMINED BY JOB- SPECIFIC TESTING, ALL BURIED DUCTILE IRON PIPE AND FITTINGS SHALL BE INSTALLED WITH A BONDED DIELECTRIC COATING AND CATHODIC PROTECTION. BONDED DIELECTRIC COATINGS SHALL BE 24 MIL DFT FUSION BONDED EPOXY (AWWA C213/CL16), LIQUID EPOXY (AWWA C2L0), OR POLYURETHANE (AWWA C222). A COLD, FIELD APPLIED, THREE-PART PETROLEUM WAX TAPE COATING SYSTEM (AWWA C217) MAY BE SUBSTITUTED FOR THE BONDED DIELECTRIC COATING, IF APPROVED BY THE RESIDENT ENGINEER. 4.ALL HORIZONTAL SEPARATION DIMENSIONS SHOWN BETWEEN POTABLE WATER MAINS AND ALL OTHER WET UTILITIES, SUCH AS SEWER MAINS, STORM DRAINS, ETC. SHALL BE MEASURED FROM THE OUTSIDE EDGE OF EACH PIPELINE, PER STATE OF CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, BASIC SEPARATION STANDARDS. 5.NO SHRUBS MORE THAN 3 FEET IN HEIGHT AT MATURITY OR TREES SHALL BE ALLOWED WITHIN 10 FEET OF ANY SEWER MAIN OR LATERAL AND 5 FEET OF ANY WATER MAIN OR WATER SERVICE. NO TREES OR ANY KIND OF LANDSCAPING SHALL BE INSTALLED WITHIN WATER/SEWER ACCESS EASEMENT. 6.ALL PROPOSED WATER AND SEWER IMPROVEMENTS SHOWN ON THE PLANS SHALL COMPLY WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE CITY OF CHULA VISTA WATER AND SEWER DESIGN GUIDES. WATER AND SEWER NOTES DESIGN ENGINEER'S NOTES DESIGN ENGINEER'S CONNECTION NOTES Label contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLEGEND PROPERTY LINE / RIGHT-OF-WAY SETBACK EASEMENT CENTERLINE FENCE CHAINLINK X X RETAINING WALL PROPOSED CONTOUR GRADING LIMITS |||| GRADE BREAK LINE RIDGE LINE GB GB R R EXISTING CONTOUR 100 100 SLOPE SPOT ELEVATION X.XX% XX 100.00 STORM LINE STORM LINE SD SD DSTORM DRAIN MANHOLE SSEWER MANHOLE STORM DRAIN CLEAN OUT GRATE INLET PROPERTY BOUNDARY STORM DRAIN CURB INLET > > > > > > > > > > > > > > > > > SD SD SD SD SD SD SD S S S I I I I I I I I I I I I I I I I I C I I I I I I C I I VAN VAN >>>>>>>>>>>>>> > > >> > > > > > > > > > > > > > VAN VAN >>>>>>>>>>>>>> > > >> > > > > > > > > > > > > > X X X X XXXXXXXXXX X X X X X X X X X X X X X X X X X X 290 295 300 305 310 315 320 325 330330 2 3 5 2 4 0 2 4 5 2 5 0 2 5 5 2 6 0 2 6 5 27 0 2 7 5 28 0 28 5 29 0 HERI T A G E R D N O T A P A R T PROPOSED BUILDING A +/-106,100 SQFT FFE 286.70-284.65 PROPOSED BUILDING B +/-55,700 SQFT FFE 289.65-291.38 ( 4 0 ' ) ( 4 0 ' ) ( 9 7 ' ) ( 1 7 ) 1 0 ' S E T B A C K ( 1 2 4 ' ) 15 ' S E T B A C K 15' S E T B A C K 1 0 ' S E T B A C K RIGHT-OF-WAY LOT LINE EXISTING PROPERTY LINE PROPERTY LINE MAX ± 4 FT RETAINING WALL MAX ± 4 FT RETAINING WALL MAX ± 8 FT RETAINING WALL WITHIN SETBACK MAX ± 6 FT RETAINING WALL MAX ± 4 FT STEM WALL MAX ±10 FT GEOGRID RETAINING WALL WITHIN SETBACK PATH OF TRAVEL MAX ± 4.5 FT STEM WALL MAX ± 4 FT STEM WALL MAX ±2 FT STEM WALL MAX ± 4FT RETAINING WALL PROPERTY LINE PROPERTY LINE 2 1 3 2 1 3 2 2 1 3 3 2 1 1 3 3 3 2 2 1 1 7 6 6 6 PROPERTY LINE PROPERTY LINE 285 2 9 0 28 0 275 4 8 8 8 EXISTING U-DITCH TO REMAIN EXISTING U-DITCH TO REMAIN 30 ' 30' 26' 9' TY P . 17' TYP. 26 ' 24 ' 9' TYP. 19 ' TY P . 280 2 8 5 PROPOSED PROPERTY LINE PER LLA 1 0 ' S E T B A C K 5' S E T B A C K 10 ' S E T B A C K 2 S H T 3 1 S H T 3 VISIBILITY LINE ( 2 : 1 ) (2: 1 ) (2:1) (2:1) ( 2 : 1 ) 45' 9 28 0 285 27 8 27 9 28 1 28 2 283 284 +/-700FT PROPOSED LANE RESTRIPING PROPOSED PROPERTY LINE PER LLA RIGHT TURN LANE ONE LANE EGRESS & INGRESS (2 : 1 ) (2 : 1 ) 280 4: 1 240 245 25 0 25 5 26 0 26 5 2 7 0 2 8 1 2 8 4 2 8 3 2 8 4 2 8 6 28 6 28 7 27 7 27 6 27 5 2 8 4 2 6 9 28 4 286 0. 5 % 0.6% PROPOSED PROPERTY LINE PER LLA 260 270 255 265 27 3 28 528 4 28 3 28 2 28 428 328 228 1 28 0 280 28 529 0 28 0 2:1 2:1 4.9 9 % 28 0 28 5 RIDGE LINE RIDGE LINE RIDGE LINE RIDGE LINE 289 2 8 7 +/-100FT DEDICATED RIGHT TURN LANE 1 1 . 5 1 1 . 5 1 0 ' 1 0 ' RIDGE LINE RIDGE LINE 2 8 9 286 2 8 9 27 1 27 2 27 3 27 4 2 8 8 2 8 0 2 7 9 28 0 281 130. 5 ' O F R E T A I N I N G W A L L GRE A T E R T H A N 8 . 5 ' E X P O S E D H E I G H T 27 5 FF 284.65 FG 274.32 FG (273.12) FL 280.09 FG 280.00 FL 279.65 FG 275.51 FG (274.85) FG (275.44) TP 281.96 FG (255.58) FL 278.50 FG (270.83) FL 282.03 FL 282.38 TP 281.98 TP 282.46 FG (272.13) FG (271.39) FG (233.84) FG (271.50) FG (241.89) FG (256.84) FS 266.91 TP 282.46 TP 284.10 TP 283.91 FF 284.65 FS 283.60 FF 285.02 TP 282.40 TP 282.04 TP 281.76 FF 284.88 FS 284.83 TP 282.90 TP 283.91 TP 281.63 FS 280.79 FF 285.16 FS 280.63 FF 285.16 FF 285.23 FS 281.23 FS 282.11 FF 286.12 FF 286.20 FS 281.51 FS 281.66 FF 286.20 FL 281.35 FL 282.09 TP 284.66 FF 286.70 FL 284.45 FL 287.00 FF 286.70 FF 286.70 TP 285.78 FL 287.01 FG 282.80 FG 280.89 FG (278.95) FG 283.02 FG (280.76) FG (286.99) FG (288.15) FL 285.65 TP 285.69 TP 284.46 TP 283.32 TP 266.32 FG 276.20 FG (272.67) FG (272.58) FS 275.96 TW 282.97 FG (275.89) TW 281.30 FG (279.73) FG 280.15 TP 267.82 FL 284.76 FG (272.89) TW 278.26 TP 270.77 FL 287.81 TP 287.70 FL 286.66 TP 288.56 FF 289.95 FF 289.95 FL 290.10 FL 289.74 FG (289.91) FL 287.82 FG (289.17) FL 288.33 FG (288.84) TP 286.98 FG (288.34) FF 289.95 FS 285.95 FS 285.65 FF 289.65 FL 287.55 TP 289.02 FF 289.65 FL 288.72 FF 290.55 FS 290.51 TP 289.39 FS 285.86 FF 285.91 FL 284.33 FS 286.46 FS 286.41 FL 285.40 FL 282.18 FF 286.70 FL 286.09 FS 285.16 FF 285.22 FL 282.95 FG 272.86 FS 267.13 TP (272.73) TP (262.40) FL 270.56 FL 272.64 FL 269.69 FL 269.04 FG (269.99) TP 282.61 FG 281.83 FL 283.62 FG 282.32 FL 280.35 TP 280.66 FG 272.16 FL 283.57 TP 289.85 FG (289.38) FG (286.37) 28 3 FG 271.26 FG 278.41 TW 285.82 FG (273.50) FG (273.10) FG (272.00) 286 287 288 2 8 9 290 2 8 1 2 8 2 2 8 3 MAX +/-7FT PARALLEL RETAINING WALLS 3' 10 10 280 290 300 280 290 300 250 260 270 280 290 250 260 270 280 290 4.0' SIDEWALK 30.0' DRIVE AISLE EX. GRADE DAYLIGHT TO EX. GRADE 6" CURB 4.6' LANDSCAPE PROPERTY LINE PROPOSED BUILDING PROP. GRADE EX. GRADE PROP. GRADE MAX 10FT GEOGRID RETAINING WALL PROPERTY LINE 6" CURB 6" CURB LANDSCAPE 26.0' DRIVE AISLE PROPOSED BUILDING EX. U-DITCH 2.6' LANDSCAPE 6.1' LANDSCAPE 6" CURB SIDEWALK 4.0' LANDSCAPE GAURDRAIL PER ARCHITECTURAL PLANS PHONE: 619-234-9411 WWW.KIMLEY-HORN.COM © 2021 KIMLEY-HORN AND ASSOCIATES, INC. 401 B STREET, SUITE 600; SAN DIEGO, CA 92101 CONSTRUCTION RECORD REFERENCES BY REVISIONS DATE APP'D BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY Pl o t t e d B y : Bi e l i k , J o s h u a S h e e t S e t : Kh a L a y o u t : 1 G D Se p t e m b e r 3 0 , 2 0 2 1 0 4 : 3 7 : 3 3 p m K: \ S N D _ L D E V \ 1 9 5 0 3 4 0 0 5 - R o c k e f e l l e r C h u l a V i s t a E s c a y a \ D e s i g n \ P l a n S h e e t s - E n t i t l e m e n t s \ G R A D I N G P L A N . d w g Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r Y i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i ] a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . JB JS KDCONTRACTOR INSPECTOR DATE COMPLETED C.V. DWG. NOS.HORIZONTAL VERTICAL N/A N/A PLANS PREPARED UNDER SUPERVISION OF JOSHUA BIELIK, P.E.R.C.E. NO. DATE: DEVELOPMENT SERVICES DEPARTMENTDRAWING NO. XXXXX-XX SHEET OF ## LOCAL CITY OF CHULA VISTA BENCHMARK NO. 250, BEING A 1/2" BRASS PLUG SET INTO THE TOP OF THE NORTHERLY CURB OF MAIN STREET AT THE CENTER OF A CATCH BASIN, 700'± E'LY OF NIRVANA AVENUE. IT HAS A PUBLISHED ELEVATION OF 129.42 FEET, NAVD88 APPROVED: DIRECTOR OF DEVELOPMENT SERVICES OR DESIGNEE Print Date: September 30, 2021 04:37:33pm DATE: DR21-0007 C92259 3 0 GRAPHIC SCALE IN FEET 40 20 40 80 N O R T H CONSTRUCTION NOTES MA T C H L I N E S E E S H E E T 4 GRADING PLAN FOR: NOTES: 1.FOR 6" CURB, TOP OF CURB (TC) = TOP OF PAVEMENT (TP) +0.5" UNLESS OTHERWISE NOTED. 2.FOR 6" CURB AND GUTTER, TOP OF CURB (TC) = FLOW LINE (FL) + 0.5", UNLESS OTHERWISE NOTED. 3.PAD ELEVATION SHOWN FOR REFERENCE ONLY. CONTRACTOR TO CONFIRM FOUNDATION AND BUILDING SLAB WITH STRUCTURAL PLANS AND DESIGN AND SPECIFICATIONS BASED ON GEOTECHNICAL EVALUATION FOR AIRWAY INDUSTRIAL SITE, SAN DIEGO, CA PREPARED BY GEOCON, DATED MARCH 6, 2020 AND APRIL 3, 2020. 4.ALL STORM DRAIN PIPE SHALL BE HDPE N-12 SOIL TIGHT PIPE BY A.D.S. OR APPROVED EQUAL UNLESS OTHERWISE SHOWN. 5.ALL STORM DRAIN FITTINGS SHALL BE DUAL WALL AND SOIL TIGHT. 6.NO SHRUBS MORE THAN 3 FEET IN HEIGHT AT MATURITY OR TREES ALLOWED WITHIN 10 FEET OF ANY PUBLIC SEWER MAINS OR SEWER LATERALS OR/AND FIRE HYDRANTS, AND 5 FEET OF ANY WATER MAINS OR WATER SERVICES. NO TREES OR ANY KIND OF LANDSCAPING SHALL BE WITHIN A WATER/SEWER ACCESS EASEMENT. 7.ALL RETAINING WALLS SHOWN ARE FROM FINISH SURFACE TO TOP OF WALL. TOTAL RETAINING WALL HEIGHT TO BE DESIGNED PER SEPARATE PERMIT. ACCESIBILITY NOTES: 1.WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1:20 (5 PERCENT GRADIENT), IT SHALL COMPLY WITH THE PROVISIONS OF SECTION 1133B.5 AS A PEDESTRIAN RAMP. (SEC. 1133B.7.3) 2.WALK AND SIDEWALK SUBSURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 INCH PER FOOT. (SEC. 1133B.7.3) CROSS SECTION 1 SCALE: H: 1"=40', V: 1"=10' CROSS SECTION 2 SCALE: H: 1"=40', V: 1"=10' CONSTRUCT 6" CURB PER SDRSD STD. DWG. G-011 CONSTRUCT 6"CURB AND GUTTER PER SDRSD STD. DWG. G-012 CONSTRUCT RETAINING WALL PER SEPARATE BUILDING PERMIT3 CONSTRUCT CONCRETE DRIVEWAY PER SDRSD STD. DWG. G-14E4 CONSTRUCT CONCRETE SIDEWALK PER SDRSD STD. DWG. G-076 CONSTRUCT CURB RAMP PER CITY OF CHULA VISTA STD. DWG. GSI-087 CONSTRUCT TRASH ENCLOSURE PER SEPARATE BUILDING PERMIT8 CONSTRUCT CONCRETE DRAINAGE DITCH PER SDRSD D-75 TYPE A.9 CONSTRUCT 6" CONCRETE PAVEMENT10 >> SD SD SD SD SD SD SD SD S S G I I I I I I I II EE E T T C C C G VA N VAN VAN VA N VA N VAN VAN VA N X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 300 305 310 315 320 325 330 335 340 345 350 355 3 0 5 3 1 0 3 1 5 3 2 0 3 2 5 3 3 0 3 3 5 3 4 0 3 4 5 3 5 0 290 29 5 30 0 30 5 31 0 3 1 5 3 2 0 3 0 0 HERITAGE RD PROPOSED BUILDING B +/-55,700 SQFT FFE 289.65-291.38 PROPOSED BUILDING C 40,600 SQFT S A N T A M A Y A (54') (47') ( 4 0 ) ( 1 7 ) ( 4 0 ) ( 9 7 ' ) ( 1 2 4 ' ) 15' SETBACK 1 0 ' S E T B A C K RIGHT-OF-WAY PROPERTY LINE MAX ± 7FT RETAINING WALL PATH OF TRAVEL PROPERTY LINE MAX ± 7FT RETAINING WALL 3 3 3 3 1 1 2 1 1 2 1 3 5 6 7 7 6 PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE 8 EXISTING U-DITCH TO REMAIN EXISTING U-DITCH TO REMAIN 15' SDGE EASEMENT 15' CITY OF CHULA VISTA UTILITIES AND ACCESS EASEMENT MAX ± 4FT RETAINING WALL 305 300 310 1 0 ' S E T B A C K VISIBILITY LINE VISIBILITY LINE (2 : 1 ) (2 : 1 ) (2:1) (2:1) +/-400FT PROPOSED LANE RESTRIPING +/-100FT DEDICATED RIGHT TURN LANE 2 9 8 2 9 8 298 297 296 289 2 9 3 292292 +/-100FT TRANSITION LANE +/-100FT TRANSITION LANE 1 1 ' 1 1 ' 1 0 ' 1 0 ' 1 1 . 5 ' 1 1 . 5 ' 1 0 ' 1 0 ' 1 1 ' 2 9 7 2 9 6 297 298 29 5 2 9 6 29 7 294 293 292 288 291 290 2 9 4 2 9 5 2 9 3 295 2 9 1 RIDGE LINE RIDGE LINE 3 S H T 4 4 S H T 4 TP 290.97 FF 290.97 TP 291.42 FG (294.56) TP 291.28 FG 294.47 FS 287.38 FG 292.57 FF 291.38 FF 291.08 FS 287.08 FF 291.08 TP 290.82 TP 294.03 TP 294.39 TP 295.07 TP 296.04 FG (295.86) FF 291.38 FS 290.70 FF 290.69 TP 289.79 TP 289.23 TP 291.23 TP 290.77 TP 292.39 TP (293.15) TP (292.26) TP 290.77 FF 298.80 FS 298.80 TP 291.91 TP 294.80 FF 298.80 FG 295.16 FS 293.28 TP 294.80 FF 298.80 TP 298.80 FF 298.80 FG (298.75)FG (302.59) FG (304.63) FG (314.17) FG (300.35) TP 292.96 TP 296.35 TP 298.23 FF 298.80 FG 298.80 TP 298.21 FG 302.69TP 297.56 FF 298.80 FG 299.12 10 10 Label contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLEGEND PROPERTY LINE / RIGHT-OF-WAY SETBACK EASEMENT CENTERLINE FENCE CHAINLINK X X RETAINING WALL PROPOSED CONTOUR GRADING LIMITS |||| GRADE BREAK LINE RIDGE LINE GB GB R R EXISTING CONTOUR 100 100 SLOPE SPOT ELEVATION X.XX% XX 100.00 STORM LINE STORM LINE SD SD DSTORM DRAIN MANHOLE SSEWER MANHOLE STORM DRAIN CLEAN OUT GRATE INLET PROPERTY BOUNDARY STORM DRAIN CURB INLET 290 300 310 290 300 310 290 300 310 320 330 290 300 310 320 330 EX. GRADE EX. GRADE PROP. GRADE PROP. GRADE EX. U-DITCH 6" CURB 6" CURB 6" CURB 17.0' PARKING STALLS 18' MAX LANDSCAPE26.0' DRIVE AISLE 4.0' SIDEWALK PROPOSED BUILDING PROPERTY LINE 2:1 M A X 26.0' DRIVE AISLE 19.0' PARKING STALLS PROPOSED BUILDING 6.0' SIDEWALK PROPERTY LINE MAX 4FT RETAINING WALL MAX 2:1 SLOPE 6" CURB PHONE: 619-234-9411 WWW.KIMLEY-HORN.COM © 2021 KIMLEY-HORN AND ASSOCIATES, INC. 401 B STREET, SUITE 600; SAN DIEGO, CA 92101 CONSTRUCTION RECORD REFERENCES BY REVISIONS DATE APP'D BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY Pl o t t e d B y : Bi e l i k , J o s h u a S h e e t S e t : Kh a L a y o u t : 1 G D ( 2 ) Se p t e m b e r 3 0 , 2 0 2 1 0 4 : 3 7 : 4 1 p m K: \ S N D _ L D E V \ 1 9 5 0 3 4 0 0 5 - R o c k e f e l l e r C h u l a V i s t a E s c a y a \ D e s i g n \ P l a n S h e e t s - E n t i t l e m e n t s \ G R A D I N G P L A N . d w g Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r Y i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i ] a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . JB JS KDCONTRACTOR INSPECTOR DATE COMPLETED C.V. DWG. NOS.HORIZONTAL VERTICAL N/A N/A PLANS PREPARED UNDER SUPERVISION OF JOSHUA BIELIK, P.E.R.C.E. NO. DATE: DEVELOPMENT SERVICES DEPARTMENTDRAWING NO. XXXXX-XX SHEET OF ## LOCAL CITY OF CHULA VISTA BENCHMARK NO. 250, BEING A 1/2" BRASS PLUG SET INTO THE TOP OF THE NORTHERLY CURB OF MAIN STREET AT THE CENTER OF A CATCH BASIN, 700'± E'LY OF NIRVANA AVENUE. IT HAS A PUBLISHED ELEVATION OF 129.42 FEET, NAVD88 APPROVED: DIRECTOR OF DEVELOPMENT SERVICES OR DESIGNEE Print Date: September 30, 2021 04:37:41pm DATE: DR21-0007 C92259 4 0 GRAPHIC SCALE IN FEET 40 20 40 80 N O R T H CONSTRUCTION NOTES MA T C H L I N E S E E S H E E T 3 GRADING PLAN FOR: NOTES: 1.FOR 6" CURB, TOP OF CURB (TC) = TOP OF PAVEMENT (TP) +0.5" UNLESS OTHERWISE NOTED. 2.FOR 6" CURB AND GUTTER, TOP OF CURB (TC) = FLOW LINE (FL) + 0.5", UNLESS OTHERWISE NOTED. 3.PAD ELEVATION SHOWN FOR REFERENCE ONLY. CONTRACTOR TO CONFIRM FOUNDATION AND BUILDING SLAB WITH STRUCTURAL PLANS AND DESIGN AND SPECIFICATIONS BASED ON GEOTECHNICAL EVALUATION FOR AIRWAY INDUSTRIAL SITE, SAN DIEGO, CA PREPARED BY GEOCON, DATED MARCH 6, 2020 AND APRIL 3, 2020. 4.ALL STORM DRAIN PIPE SHALL BE HDPE N-12 SOIL TIGHT PIPE BY A.D.S. OR APPROVED EQUAL UNLESS OTHERWISE SHOWN. 5.ALL STORM DRAIN FITTINGS SHALL BE DUAL WALL AND SOIL TIGHT. 6.NO SHRUBS MORE THAN 3 FEET IN HEIGHT AT MATURITY OR TREES ALLOWED WITHIN 10 FEET OF ANY PUBLIC SEWER MAINS OR SEWER LATERALS OR/AND FIRE HYDRANTS, AND 5 FEET OF ANY WATER MAINS OR WATER SERVICES. NO TREES OR ANY KIND OF LANDSCAPING SHALL BE WITHIN A WATER/SEWER ACCESS EASEMENT. 7.ALL RETAINING WALLS SHOWN ARE FROM FINISH SURFACE TO TOP OF WALL. TOTAL RETAINING WALL HEIGHT TO BE DESIGNED PER SEPARATE PERMIT. ACCESIBILITY NOTES: 1.WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1:20 (5 PERCENT GRADIENT), IT SHALL COMPLY WITH THE PROVISIONS OF SECTION 1133B.5 AS A PEDESTRIAN RAMP. (SEC. 1133B.7.3) 2.WALK AND SIDEWALK SUBSURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 INCH PER FOOT. (SEC. 1133B.7.3) CROSS SECTION 3 SCALE: H: 1"=40', V: 1"=10' CROSS SECTION 4 SCALE: H: 1"=40', V: 1"=10' CONSTRUCT 6" CURB PER SDRSD STD. DWG. G-011 CONSTRUCT 6"CURB AND GUTTER PER SDRSD STD. DWG. G-012 CONSTRUCT RETAINING WALL PER SEPARATE BUILDING PERMIT3 CONSTRUCT ACCESSIBLE RAMP PER SEPARATE BUILDING PERMIT5 CONSTRUCT CONCRETE SIDEWALK PER SDRSD STD. DWG. G-076 CONSTRUCT CURB RAMP PER CITY OF CHULA VISTA STD. DWG. GSI-087 CONSTRUCT TRASH ENCLOSURE PER SEPARATE BUILDING PERMIT8 CONSTRUCT 6" CONCRETE PAVEMENT10 Label contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLEGEND PROPERTY LINE / RIGHT-OF-WAY SETBACK EASEMENT CENTERLINE GAS LINE STORM LINE STORM LINE SEWER WATER FIRE WATER TELECOMM G G SD SD S S W W FW FW T T ELECTRIC E E OVERHEAD ELECTRIC OHE D STORM DRAIN CLEAN OUT STORM DRAIN CURB INLET GRATE INLET TRENCH DRAIN STORM DRAIN MANHOLE PROPERTY BOUNDARY > > > > > > > > > > > > > > > > > SD SD SD SD SD SD SD S S S I I I I I I I I I I I I I I I I I C I I I I I I C I I VAN VAN >>>>>>>>>>>>>> > > >> > > > > > > > > > > > > > VAN VAN >>>>>>>>>>>>>> > > >> > > > > > > > > > > > > > W W W W W W W W S S S S S FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW F W F W F W F W FW FW FW F W F W F W FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW W W W W W W W W S S S S S FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW F W F W F W F W FW FW FW F W F W F W FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW X X X X XXXXXXXXXX X X X X X X X X X X X X X X X X X X 290 295 300 305 310 315 320 325 330330 2 3 5 2 4 0 2 4 5 2 5 0 2 5 5 2 6 0 2 6 5 27 0 2 7 5 28 0 28 5 29 0 HERI T A G E R D N O T A P A R T PROPOSED BUILDING A +/-106,100 SQFT PROPOSED BUILDING B +/-55,700 SQFT ( 4 0 ' ) ( 4 0 ' ) ( 9 7 ' ) ( 1 7 ) 45' ( 1 2 4 ' ) 1 1 3 2 1 EXISTING 30" RCP PER AS-BUILT DWG NO. 14032 EXISTING 36" RCP PER AS-BUILT DWG NO. 14032 EXISTING 36" RCP PER AS-BUILT DWG NO. 14032 EXISTING 36" RCP PER AS-BUILT DWG NO. 14032 EXISTING 18" RCP PER AS-BUILT DWG NO. 14032 28 0 285 290 27 5 280 27 5 27 5 2 8 0 28 0 280 285285 2 8 5 2 1 2 280 2 9 0 2 6 . 0 ' 20 12 13 14 17 18 6 5 3 2 1 10 9 8 74 11 34 35 36 37 15 16 1 1 1 1 FL (264.65) FL (258.92) FL (230.65) FL (222.69) CONNECT TO EXISTING FL (268.00) FL (232.90) RIGHT-OF-WAY PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE EXISTING U-DITCH TO REMAIN EXISTING U-DITCH TO REMAIN PROPOSED 18" HDPE STORM DRAIN PROPOSED 18" HDPE STORM DRAIN PROPOSED 18" HDPE STORM DRAIN PROPOSED 18" HDPE STORM DRAIN CONNECT TO EXISTING FL (241.40) EXISTING PROPERTY LINE PROPOSED PROPERTY LINE PER LLA PROPOSED PROPERTY LINE PER LLA 2 2 2 2 2 7 9 2 8 0 28 4 282 281 28 1 28 2 28 3 28 4 28 0 28 1 2 7 9 2 8 2 2 8 3 2 8 4 2 8 6 28 6 2 8 6 286 2 8 7 2 8 4 282 270 27 1 2 8 9 2 8 8 2 8 9 2 8 9 290 290 287 29 0 2 8 9 2 8 8 2 8 7 285 27 8 27 6 2 7 7 2 7 4 2 7 1 2 7 3 295 2 8 5 29 0 279 2 8 0 2 8 8 286 2 8 7 2 2 2 8 5 24' FL 286.50 FL 284.50 FL 269.00 FL 270.00 FL 270.20 FL 278.85 FL 265.80FL 266.10 FL 266.27 FL 275.95 PROPOSED PROPERTY LINE PER LLA 4 4 4 4 4 1 27 5 28 0 285 27 2 27 3 27 4 27 6 27 7 27 8 27 9 28 1 28 2 283 284 285 286 287 288 288 287 2 8 9 28 7 2 8 1 2 8 1 2 8 2 2 8 3 28 3 STORM PIPE TABLE PIPE NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 BEARING N18° 33' 35"W S71° 46' 15"W N17° 11' 18"W N67° 23' 35"E S18° 22' 19"E N71° 36' 58"E S71° 34' 40"W S25° 55' 34"W N48° 21' 15"E N36° 56' 59"E N66° 23' 02"E N34° 15' 58"W S55° 44' 02"W S34° 17' 36"E S34° 17' 36"E S50° 00' 22"E N55° 55' 23"E S34° 05' 19"E N34° 09' 43"W LENGTH 131.20' 90.42' 25.17' 22.06' 261.79' 29.87' 47.82' 71.44' 57.61' 169.99' 30.90' 73.04' 39.40' 227.26' 22.41' 48.54' 181.41' 21.85' 104.16' SIZE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE STORM PIPE TABLE PIPE NO. 20 21 22 23 24 25 26 27 28 29 30 31 33 34 35 36 37 38 BEARING S55° 54' 54"W S34° 15' 01"E N55° 50' 36"E S43° 58' 35"E N55° 45' 42"E S34° 18' 47"E N57° 01' 39"E S82° 52' 18"E N55° 35' 14"E S34° 15' 58"E S55° 44' 02"W N35° 39' 14"W S34° 15' 01"E N64° 47' 14"E S47° 11' 50"E S52° 19' 36"E N39° 12' 20"E S33° 36' 31"E LENGTH 309.30' 165.96' 55.49' 37.92' 51.84' 110.54' 7.16' 9.26' 245.16' 34.06' 163.57' 22.88' 59.64' 5.50' 67.65' 4.41' 60.15' 28.58' SIZE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE PHONE: 619-234-9411 WWW.KIMLEY-HORN.COM © 2021 KIMLEY-HORN AND ASSOCIATES, INC. 401 B STREET, SUITE 600; SAN DIEGO, CA 92101 CONSTRUCTION RECORD REFERENCES BY REVISIONS DATE APP'D BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY Pl o t t e d B y : Bi e l i k , J o s h u a S h e e t S e t : Kh a L a y o u t : ST O R M D R A I N Se p t e m b e r 3 0 , 2 0 2 1 0 4 : 3 8 : 1 3 p m K: \ S N D _ L D E V \ 1 9 5 0 3 4 0 0 5 - R o c k e f e l l e r C h u l a V i s t a E s c a y a \ D e s i g n \ P l a n S h e e t s - E n t i t l e m e n t s \ S T O R M D R A I N P L A N . d w g Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r Y i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i ] a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . JB JS KDCONTRACTOR INSPECTOR DATE COMPLETED C.V. DWG. NOS.HORIZONTAL VERTICAL N/A N/A PLANS PREPARED UNDER SUPERVISION OF JOSHUA BIELIK, P.E.R.C.E. NO. DATE: DEVELOPMENT SERVICES DEPARTMENTDRAWING NO. XXXXX-XX SHEET OF ## LOCAL CITY OF CHULA VISTA BENCHMARK NO. 250, BEING A 1/2" BRASS PLUG SET INTO THE TOP OF THE NORTHERLY CURB OF MAIN STREET AT THE CENTER OF A CATCH BASIN, 700'± E'LY OF NIRVANA AVENUE. IT HAS A PUBLISHED ELEVATION OF 129.42 FEET, NAVD88 APPROVED: DIRECTOR OF DEVELOPMENT SERVICES OR DESIGNEE Print Date: September 30, 2021 04:38:13pm DATE: DR21-0007 C92259 5 0 GRAPHIC SCALE IN FEET 40 20 40 80 N O R T H STORM DRAIN NOTES MA T C H L I N E S E E S H E E T 6 STORM DRAIN PLAN FOR: PROPOSED TYPE A-4 C.O. PER SDRSD D-091 PROPOSED 3'X3' GRATE INLET2 PROPOSED NDS TRENCH DRAIN3 RETAINING WALL SUBDRAIN TIE IN LOCATION4 Label contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLEGEND PROPERTY LINE / RIGHT-OF-WAY SETBACK EASEMENT CENTERLINE GAS LINE STORM LINE STORM LINE SEWER WATER FIRE WATER TELECOMM G G SD SD S S W W FW FW T T ELECTRIC E E OVERHEAD ELECTRIC OHE D STORM DRAIN CLEAN OUT STORM DRAIN CURB INLET GRATE INLET TRENCH DRAIN STORM DRAIN MANHOLE PROPERTY BOUNDARY >> SD SD SD SD SD SD SD SD S S G I I I I I I I II EE C E T T C C C G VA N VAN VAN VA N VA N VAN VAN VA N W W S S S W W W W FW FW FW FW FW FW F W FW F W F W FW FW FW F W FW FW FW FW FW FW F W F W F W F W FWFW F W FW W W S S S W W W W FW FW FW FW FW FW F W FW F W F W FW FW FW F W FW FW FW FW FW FW F W F W F W F W FWFW F W FW X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 300 305 310 315 320 325 330 335 340 345 350 355 3 0 5 3 1 0 3 1 5 3 2 0 3 2 5 3 3 0 3 3 5 3 4 0 3 4 5 3 5 0 290 29 5 30 0 30 5 31 0 31 5 32 0 3 0 0 PROPOSED BUILDING B +/-55,700 SQFT PROPOSED BUILDING C +/-40,600 SQFT S A N T A M A Y A (47') ( 4 0 ) ( 1 7 ) ( 4 0 ) ( 9 7 ' ) ( 1 2 4 ' ) 1 3 3 EXISTING 24" RCP PER AS-BUILT DWG NO. 14032 EXISTING 24" RCP PER AS-BUILT DWG NO. 14032 EXISTING 24" RCP PER AS-BUILT DWG NO. 14032 EXISTING 30" RCP PER AS-BUILT DWG NO. 14032 EXISTING 18" HDPE PER AS-BUILT DWG NO. 14032 EXISTING 18" HDPE PER AS-BUILT DWG NO. 14032 EXISTING 18" HDPE PER AS-BUILT DWG NO. 14032 290 300 305 310 3 0 0 HERITAGE RD (54') 2 9 5 19 21 22 23 24 26 25 31 29 33 2827 30 FL (306.22) FL (309.92) FL (291.52) FL (283.43) FL (279.48) CONNECT TO EXISTING FL (286.06) FL (292.29) RIGHT-OF-WAY PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE EXISTING U-DITCH TO REMAIN EXISTING U-DITCH TO REMAIN 15' SDGE EASEMENT 15' CITY OF CHULA VISTA UTILITIES AND ACCESS EASEMENT PROPOSED 18" HDPE STORM DRAIN 1 1 1 1 1 2 2 2 2 FL 293.40 FL 287.27 FL 294.40 FL 290.00 4 1 298 297 296 293 29 4 288 289 290 291 2 9 2 2 9 3 2 9 4 295 296 29 7 2 9 7 2 9 6 2 9 4 29 0 292 29 3 2 9 3 297 2 9 1 STORM PIPE TABLE PIPE NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 BEARING N18° 33' 35"W S71° 46' 15"W N17° 11' 18"W N67° 23' 35"E S18° 22' 19"E N71° 36' 58"E S71° 34' 40"W S25° 55' 34"W N48° 21' 15"E N36° 56' 59"E N66° 23' 02"E N34° 15' 58"W S55° 44' 02"W S34° 17' 36"E S34° 17' 36"E S50° 00' 22"E N55° 55' 23"E S34° 05' 19"E N34° 09' 43"W LENGTH 131.20' 90.42' 25.17' 22.06' 261.79' 29.87' 47.82' 71.44' 57.61' 169.99' 30.90' 73.04' 39.40' 227.26' 22.41' 48.54' 181.41' 21.85' 104.16' SIZE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE STORM PIPE TABLE PIPE NO. 20 21 22 23 24 25 26 27 28 29 30 31 33 34 35 36 37 38 BEARING S55° 54' 54"W S34° 15' 01"E N55° 50' 36"E S43° 58' 35"E N55° 45' 42"E S34° 18' 47"E N57° 01' 39"E S82° 52' 18"E N55° 35' 14"E S34° 15' 58"E S55° 44' 02"W N35° 39' 14"W S34° 15' 01"E N64° 47' 14"E S47° 11' 50"E S52° 19' 36"E N39° 12' 20"E S33° 36' 31"E LENGTH 309.30' 165.96' 55.49' 37.92' 51.84' 110.54' 7.16' 9.26' 245.16' 34.06' 163.57' 22.88' 59.64' 5.50' 67.65' 4.41' 60.15' 28.58' SIZE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE 18" HDPE PHONE: 619-234-9411 WWW.KIMLEY-HORN.COM © 2021 KIMLEY-HORN AND ASSOCIATES, INC. 401 B STREET, SUITE 600; SAN DIEGO, CA 92101 CONSTRUCTION RECORD REFERENCES BY REVISIONS DATE APP'D BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY Pl o t t e d B y : Bi e l i k , J o s h u a S h e e t S e t : Kh a L a y o u t : ST O R M D R A I N ( 2 ) Se p t e m b e r 3 0 , 2 0 2 1 0 4 : 3 8 : 2 0 p m K: \ S N D _ L D E V \ 1 9 5 0 3 4 0 0 5 - R o c k e f e l l e r C h u l a V i s t a E s c a y a \ D e s i g n \ P l a n S h e e t s - E n t i t l e m e n t s \ S T O R M D R A I N P L A N . d w g Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r Y i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i ] a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . JB JS KDCONTRACTOR INSPECTOR DATE COMPLETED C.V. DWG. NOS.HORIZONTAL VERTICAL N/A N/A PLANS PREPARED UNDER SUPERVISION OF JOSHUA BIELIK, P.E.R.C.E. NO. DATE: DEVELOPMENT SERVICES DEPARTMENTDRAWING NO. XXXXX-XX SHEET OF ## LOCAL CITY OF CHULA VISTA BENCHMARK NO. 250, BEING A 1/2" BRASS PLUG SET INTO THE TOP OF THE NORTHERLY CURB OF MAIN STREET AT THE CENTER OF A CATCH BASIN, 700'± E'LY OF NIRVANA AVENUE. IT HAS A PUBLISHED ELEVATION OF 129.42 FEET, NAVD88 APPROVED: DIRECTOR OF DEVELOPMENT SERVICES OR DESIGNEE Print Date: September 30, 2021 04:38:20pm DATE: DR21-0007 C92259 6 0 GRAPHIC SCALE IN FEET 40 20 40 80 N O R T H MA T C H L I N E S E E S H E E T 5 STORM DRAIN PLAN FOR: STORM DRAIN NOTES PROPOSED TYPE A-4 C.O. PER SDRSD D-091 PROPOSED 3'X3' GRATE INLET2 PROPOSED NDS TRENCH DRAIN3 RETAINING WALL SUBDRAIN TIE IN LOCATION4 > > > > > > > > > > > > > > > > > SD SD SD SD SD SD SD S S S I I I I I I I I I I I I I I I I I C I I I I I I C I I VAN VAN >>>>>>>>>>>>>> > > >> > > > > > > > > > > > > > VAN VAN >>>>>>>>>>>>>> > > >> > > > > > > > > > > > > > W W W W W W W W S S S S S FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW F W F W F W F W FW FW FW F W F W F W FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW W W W W W W W W S S S S S FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW F W F W F W F W FW FW FW F W F W F W FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW X X X X XXXXXXXXXX X X X X X X X X X X X X X X X X X X 290 295 300 305 310 315 320 325 330330 2 3 5 2 4 0 2 4 5 2 5 0 2 5 5 2 6 0 2 6 5 27 0 2 7 5 28 0 28 5 29 0 ( 4 0 ' ) ( 4 0 ' ) ( 9 7 ' ) ( 1 7 ) 45' ( 1 2 4 ' ) HER I T A G E R D N O T A P A R T PROPOSED BUILDING A +/-106,100 SQFT PROPOSED BUILDING B +/-55,700 SQFT RIM (277.90) I.E. OUT (270.99) I.E. IN (271.19) RIM (247.36) I.E. OUT (238.00) I.E. IN (238.20) 1 2 3 4 4 5 3 1 IE (272.06) IE (239.58) EXISTING 2" BLOW OFF FIRE SERVICE PER AS-BUILT DWG NO. 14032 TO BE REMOVED EXISTING 2" BLOW OFF WATER SERVICE PER AS-BUILT DWG NO. 14032 TO BE REMOVED EXISTING 2" RCW WITH 1.5" METER PER AS-BUILT DWG NO. 14032 EXISTING 8" PVC SEWER SERVICE PER AS-BUILT DWG NO. 14032 EXISTING 8" PVC FIRE SERVICE PER AS-BUILT DWG NO. 14032 EXISTING 6" PVC WATER SERVICE PER AS-BUILT DWG NO. 14032 EXISTING 16" PVC WATER LINE (624 ZONE) PER AS-BUILT DWG NO. 14032 EXISTING 8" PVC RECYCLED WATER LINE (680 ZONE) PER AS-BUILT DWG NO. 14032 EXISTING 12" PVC SEWER LINE PER AS-BUILT DWG NO. 14032 EXISTING 2" RCW WITH 1.5" METER PER AS-BUILT DWG NO. 14032 EXISTING 2" BLOW OFF FIRE SERVICE PER AS-BUILT DWG NO. 14032 EXISTING 2" RCW WITH 1.5" METER PER AS-BUILT DWG NO. 14032 EXISTING 2" BLOW OFF WATER SERVICE PER AS-BUILT DWG NO. 14032 TO BE REMOVED EXISTING 2" BLOW OFF FIRE SERVICE PER AS-BUILT DWG NO. 14032 TO BE REMOVED EXISTING 8" PVC FIRE SERVICE PER AS-BUILT DWG NO. 14032 EXISTING 8" PVC SEWER SERVICE PER AS-BUILT DWG NO. 14032 EXISTING 6" PVC WATER SERVICE PER AS-BUILT DWG NO. 14032 EXISTING 8" PVC FIRE SERVICE PER AS-BUILT DWG NO. 14032 4 6 6 6 275 280 2 8 0 2 8 0 2 8 5 2 8 5 2 9 0 2 9 5 29 5 2 7 5 8 7 8 6 6 6 4 7 6 5 4 1 0 ' S E T B A C K 15 ' S E T B A C K 15' S E T B A C K 1 0 ' S E T B A C K RIGHT-OF-WAY PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE EXISTING U-DITCH TO REMAIN EXISTING U-DITCH TO REMAIN EXISTING PROPERTY LINE PROPOSED PROPERTY LINE PER LLA PROPOSED PROPERTY LINE PER LLA 285 2 8 5 27 4 2 7 7 2 8 1 I.E. 273.62 I.E. 282.16 45 5 5 7 2 8 6 28 6 2 8 7 2 8 8 290 2 8 6 2 8 4 2 8 3 2 8 2 2 8 1 28 428 3 28 2 28 5 28 1 2 8 0 2 8 4 28 4 2 8 1 2 8 1 2 8 0 2 7 9 282 27 3 2 8 9 2 8 8 289 281 280 PROPOSED PROPERTY LINE PER LLA 9 9Label contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLEGEND PROPERTY LINE / RIGHT-OF-WAY SETBACK EASEMENT CENTERLINE GAS LINE STORM LINE STORM LINE SEWER WATER FIRE WATER TELECOMM G G SD SD S S W W FW FW T T ELECTRIC E E OVERHEAD ELECTRIC OHE SSEWER MANHOLE SEWER CLEANOUT BACKFLOW PREVENTOR FIRE HYDRANT FIRE DEPARTMENT CONNECTION METER PROPERTY BOUNDARY POINT OF CONNECTION PHONE: 619-234-9411 WWW.KIMLEY-HORN.COM © 2021 KIMLEY-HORN AND ASSOCIATES, INC. 401 B STREET, SUITE 600; SAN DIEGO, CA 92101 CONSTRUCTION RECORD REFERENCES BY REVISIONS DATE APP'D BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY Pl o t t e d B y : Bi e l i k , J o s h u a S h e e t S e t : Kh a L a y o u t : UT I L I T Y Se p t e m b e r 3 0 , 2 0 2 1 0 4 : 4 5 : 2 2 p m K: \ S N D _ L D E V \ 1 9 5 0 3 4 0 0 5 - R o c k e f e l l e r C h u l a V i s t a E s c a y a \ D e s i g n \ P l a n S h e e t s - E n t i t l e m e n t s \ U T I L I T Y P L A N . d w g Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r Y i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i ] a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . JB JS KDCONTRACTOR INSPECTOR DATE COMPLETED C.V. DWG. NOS.HORIZONTAL VERTICAL N/A N/A PLANS PREPARED UNDER SUPERVISION OF JOSHUA BIELIK, P.E.R.C.E. NO. DATE: DEVELOPMENT SERVICES DEPARTMENTDRAWING NO. XXXXX-XX SHEET OF ## LOCAL CITY OF CHULA VISTA BENCHMARK NO. 250, BEING A 1/2" BRASS PLUG SET INTO THE TOP OF THE NORTHERLY CURB OF MAIN STREET AT THE CENTER OF A CATCH BASIN, 700'± E'LY OF NIRVANA AVENUE. IT HAS A PUBLISHED ELEVATION OF 129.42 FEET, NAVD88 APPROVED: DIRECTOR OF DEVELOPMENT SERVICES OR DESIGNEE Print Date: September 30, 2021 04:45:22pm DATE: DR21-0007 C92259 7 0 GRAPHIC SCALE IN FEET 40 20 40 80 N O R T H UTILITY NOTES MA T C H L I N E S E E S H E E T 8 UTILITY PLAN FOR: CAUTION!!! EXISTING UTILITIES SHOWN ARE APPROXIMATE AND HORIZONTAL AND VERTICAL LOCATIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES. PRIVATE ONSITE WATER AND SEWER ARE DESIGNED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE AND ARE SHOWN ON THE PLANS AS REFERENCE ONLY. A SEPARATE PERMIT IS REQUIRED FOR CONSTRUCTION AND INSPECTION OF THE SYSTEM. NOTES: 1.ALL ONSITE PRIVATE WATER, SEWER, AND FIRE ARE SHOWN FOR REFERENCE ONLY TO BE PERMITTED PER SEPARATE PERMIT. 2.ALL DOMESTIC WATER AND FIRE UTILITY CONNECTIONS ARE TO BE PER SEPARATE PERMIT WITH OTAY WATER DISTRICT. 3.THE PRIVATE WATER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE AND IS SHOWN ON THESE PLANS AS 'INFORMATION ONLY.' A SEPARATE PLUMBING PERMIT IS REQUIRED FOR CONSTRUCTION AND INSPECTION OF THE SYSTEM. 4.THE PRIVATE ON-SITE SEWER SYSTEM WITH WELDED JOINTS AND CLEANOUTS SHALL BE DESIGNED TO MEET THE STANDARDS OF THE CALIFORNIA PLUMBING CODE. PRIVATE MAINS WITH MANHOLES AND PUSH-ON JOINTS SHALL BE DESIGNED PER THE SEWER DESIGN GUIDE AND WILL MEET STATE SEPARATION REQUIREMENT. 5.10' MINIMUM HORIZONTAL SEPARATION BETWEEN PROPOSED DOMESTIC WATER AND SANITARY SEWER LINES. 6.ALL WATER CROSSINGS SHOULD HAVE A MINIMUM CLEARANCE OF 12" FROM ANY SEWER OR STORMDRAIN CROSSING. 7.WATER AND FIRE MAINS SHALL BE INSTALLED WITH A MINIMUM 3' VERTICAL CLEARANCE FROM THE TOP OF FINISHED GRADE TO THE TOP OF THE PIPE. 8.PRIOR TO CONNECTING TO ANY EXISTING SEWER LATERAL, IT SHALL BE CLOSED CIRCUIT TELEVISION INSPECTED BY A CALIFORNIA LICENSED PLUMBING CONTRACTOR TO VERIFY LATERAL IS IN GOOD WORKING CONDITION AND FREE OF ALL DEBRIS. 9.ON-SITE ELECTRIC AND COMMUNICATION LINES SERVING THE SITE TO BE PROPOSED BY ELECTRICAL PER SEPARATE PERMIT. 10.STUB POINT OF CONNECTION 5' FROM BUILDING. REFER TO MEP PLANS PER SEPARATE PERMIT FOR INVERT ELEVATION AND CONTINUATION TO BUILDING. 11.EXCAVATION FOR UTILITY TRENCHES TO BE 2' BELOW DEEPEST UTILITY FLOW LINE/INVERT ELEVATION PER GEOTECHNICAL RECOMMENDATIONS. CONTRACTOR/DEVELOPER TO DETERMINE APPROPRIATE DEPTH OF TRENCH FOR SHALLOW UTILITIES ADJACENT TO DEEP UTILITIES. 12.ALL EXISTING UTILITIES SHOWN BASED ON AS-BUILT INFORMATION. CONTRACTOR TO COORDINATE REMOVAL OF ANY EXISTING WET UTILITIES FOUND DURING CONSTRUCTION. 13.ALL PLANS FOR PRIVATE FIRE SERVICE MAINS AND PRIVATE FIRE HYDRANTS ARE SHOWN FOR REFERENCE ONLY AND MUST BE SUBMITTED SEPARATELY FOR APPROVAL PRIOR TO INSTALLATION. ALL PRIVATE FIRE SYSTEMS WILL BE DEFINED IN ACCORDANCE WITH CALIFORNIA BUILDING CODE; CALIFORNIA FIRE CODE; AND NFPA 24. PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES. PLANS SHALL BE SINGLE FIRE LINE DRAWINGS SHOWING ALL OF THE APPLICABLE REQUIREMENTS OF THE CODES SPECIFIED ABOVE. 14.ALL DRY UTILITIES SHOWN FOR REFERENCE ONLY AND MUST BE SUBMITTED SEPARATELY FOR APPROVAL PRIOR TO INSTALLATION. PROPOSED 6" SEWER SERVICE1 PROPOSED 48" DIAMETER SEWER MANHOLE PER SDRSD SM-012 PROPOSED 2" WATER SERVICE3 PROPOSED 8" FIRE SERVICE4 PROPOSED BUILDING POINT OF CONNECTION. CONTINUATION PER ARCHITECTURAL PLANS. 5 PROPOSED FIRE HYDRANT6 PROPOSED BACK FLOW PREVENTER7 PROPOSED 2" DOMESTIC WATER METER AND BACKFLOW PER OWD PERMIT8 PROPOSED 1.5" IRRIGATION WATER METER AND BACKFLOW TO REMAIN FOR PRIVATE SERVICE CONNECTION PER OWD PERMIT 9 Label contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLEGEND PROPERTY LINE / RIGHT-OF-WAY SETBACK EASEMENT CENTERLINE GAS LINE STORM LINE STORM LINE SEWER WATER FIRE WATER TELECOMM G G SD SD S S W W FW FW T T ELECTRIC E E OVERHEAD ELECTRIC OHE SSEWER MANHOLE SEWER CLEANOUT BACKFLOW PREVENTOR FIRE HYDRANT FIRE DEPARTMENT CONNECTION METER PROPERTY BOUNDARY POINT OF CONNECTION >> SD SD SD SD SD SD SD SD S S G I I I I I I I II EE C E T T C C C G VA N VAN VAN VA N VA N VAN VAN VA N W W S S S W W W W FW FW FW FW FW FW F W FW F W F W FW FW FW F W FW FW FW FW FW FW F W F W F W F W FWFW F W FW W W S S S W W W W FW FW FW FW FW FW F W FW F W F W FW FW FW F W FW FW FW FW FW FW F W F W F W F W FWFW F W FW X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 300300 305 310 315 320 325 330 335 340 345 350 355 3 0 5 3 1 0 3 1 5 3 2 0 3 2 5 3 3 0 3 3 5 3 4 0 3 4 5 3 5 0 290 29 5 30 0 30 5 31 0 31 5 32 0 3 0 0 ( 4 0 ) ( 1 7 ) ( 4 0 ) ( 9 7 ' ) ( 1 2 4 ' ) HERITAGE RD PROPOSED BUILDING B +/-55,700 SQFT PROPOSED BUILDING C +/-40,600 SQFT S A N T A M A Y A RIM (311.66) I.E. OUT (301.14) I.E. IN (301.34) RIM: (293.42) I.E OUT: (282.70) I.E IN: (282.90) 1 2 3 3 4 3 IE (283.77) EXISTING 12" PVC SEWER LINE PER AS-BUILT DWG NO. 14032 EXISTING 2" RCW WITH 1.5" METER PER AS-BUILT DWG NO. 14032 EXISTING 2" BLOW OFF FIRE SERVICE PER AS-BUILT DWG NO. 14032 EXISTING 2" RCW WITH 1.5" METER PER AS-BUILT DWG NO. 14032 EXISTING 2" BLOW OFF FIRE SERVICE PER AS-BUILT DWG NO. 14032 TO BE REMOVED EXISTING 2" BLOW OFF WATER SERVICE PER AS-BUILT DWG NO. 14032 TO BE REMOVED EXISTING 8" PVC FIRE SERVICE PER AS-BUILT DWG NO. 14032 EXISTING 6" PVC WATER SERVICE PER AS-BUILT DWG NO. 14032 EXISTING 8" PVC RECYCLED WATER LINE (680 ZONE) PER AS-BUILT DWG NO. 14032 EXISTING 16" PVC WATER LINE (624 ZONE) PER AS-BUILT DWG NO. 14032 EXISTING 8" PVC FIRE SERVICE PER AS-BUILT DWG NO. 14032 EXISTING 2" BLOW OFF FIRE SERVICE PER AS-BUILT DWG NO. 14032 TO BE REMOVED EXISTING 8" PVC SEWER SERVICE PER AS-BUILT DWG NO. 14032 (47') 4 6 6 6 290 300 310 295 8 4 6 6 7 6 4 1 0 ' S E T B A C K RIGHT-OF-WAY PROPERTY LINE PROPERTY LINE 10 ' S E T B A C K PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE EXISTING U-DITCH TO REMAIN EXISTING U-DITCH TO REMAIN 15' SDGE EASEMENT 15' CITY OF CHULA VISTA UTILITIES AND ACCESS EASEMENT (54') 305 IE 290.44 7 5 293 292 296 297 29 7 298 29 5 296 294 2 9 2 2 9 3 29 1 289 288 2 9 1 291 292 293 2 9 3 2 9 4 2 9 5 2 9 6 2 9 7 298 297 29 0 5 5 9 PHONE: 619-234-9411 WWW.KIMLEY-HORN.COM © 2021 KIMLEY-HORN AND ASSOCIATES, INC. 401 B STREET, SUITE 600; SAN DIEGO, CA 92101 CONSTRUCTION RECORD REFERENCES BY REVISIONS DATE APP'D BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY Pl o t t e d B y : Bi e l i k , J o s h u a S h e e t S e t : Kh a L a y o u t : UT I L I T Y ( 2 ) Se p t e m b e r 3 0 , 2 0 2 1 0 4 : 4 5 : 2 7 p m K: \ S N D _ L D E V \ 1 9 5 0 3 4 0 0 5 - R o c k e f e l l e r C h u l a V i s t a E s c a y a \ D e s i g n \ P l a n S h e e t s - E n t i t l e m e n t s \ U T I L I T Y P L A N . d w g Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r Y i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i ] a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . JB JS KDCONTRACTOR INSPECTOR DATE COMPLETED C.V. DWG. NOS.HORIZONTAL VERTICAL N/A N/A PLANS PREPARED UNDER SUPERVISION OF JOSHUA BIELIK, P.E.R.C.E. NO. DATE: DEVELOPMENT SERVICES DEPARTMENTDRAWING NO. XXXXX-XX SHEET OF ## LOCAL CITY OF CHULA VISTA BENCHMARK NO. 250, BEING A 1/2" BRASS PLUG SET INTO THE TOP OF THE NORTHERLY CURB OF MAIN STREET AT THE CENTER OF A CATCH BASIN, 700'± E'LY OF NIRVANA AVENUE. IT HAS A PUBLISHED ELEVATION OF 129.42 FEET, NAVD88 APPROVED: DIRECTOR OF DEVELOPMENT SERVICES OR DESIGNEE Print Date: September 30, 2021 04:45:27pm DATE: DR21-0007 C92259 8 0 GRAPHIC SCALE IN FEET 40 20 40 80 N O R T H MA T C H L I N E S E E S H E E T 7 UTILITY PLAN FOR: UTILITY NOTES CAUTION!!! EXISTING UTILITIES SHOWN ARE APPROXIMATE AND HORIZONTAL AND VERTICAL LOCATIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES. PRIVATE ONSITE WATER AND SEWER ARE DESIGNED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE AND ARE SHOWN ON THE PLANS AS REFERENCE ONLY. A SEPARATE PERMIT IS REQUIRED FOR CONSTRUCTION AND INSPECTION OF THE SYSTEM. NOTES: 1.THE PRIVATE WATER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE AND IS SHOWN ON THESE PLANS AS 'INFORMATION ONLY.' A SEPARATE PLUMBING PERMIT IS REQUIRED FOR CONSTRUCTION AND INSPECTION OF THE SYSTEM. 2.THE PRIVATE ON-SITE SEWER SYSTEM WITH WELDED JOINTS AND CLEANOUTS SHALL BE DESIGNED TO MEET THE STANDARDS OF THE CALIFORNIA PLUMBING CODE. PRIVATE MAINS WITH MANHOLES AND PUSH-ON JOINTS SHALL BE DESIGNED PER THE SEWER DESIGN GUIDE AND WILL MEET STATE SEPARATION REQUIREMENT. 3.10' MINIMUM HORIZONTAL SEPARATION BETWEEN PROPOSED DOMESTIC WATER AND SANITARY SEWER LINES. 4.ALL WATER CROSSINGS SHOULD HAVE A MINIMUM CLEARANCE OF 12" FROM ANY SEWER OR STORMDRAIN CROSSING. 5.WATER AND FIRE MAINS SHALL BE INSTALLED WITH A MINIMUM 3' VERTICAL CLEARANCE FROM THE TOP OF FINISHED GRADE TO THE TOP OF THE PIPE. 6.PRIOR TO CONNECTING TO ANY EXISTING SEWER LATERAL, IT SHALL BE CLOSED CIRCUIT TELEVISION INSPECTED BY A CALIFORNIA LICENSED PLUMBING CONTRACTOR TO VERIFY LATERAL IS IN GOOD WORKING CONDITION AND FREE OF ALL DEBRIS. 7.ON-SITE ELECTRIC AND COMMUNICATION LINES SERVING THE SITE TO BE PROPOSED BY ELECTRICAL PER SEPARATE PERMIT. 8.STUB POINT OF CONNECTION 5' FROM BUILDING. REFER TO MEP PLANS PER SEPARATE PERMIT FOR INVERT ELEVATION AND CONTINUATION TO BUILDING. 9.EXCAVATION FOR UTILITY TRENCHES TO BE 2' BELOW DEEPEST UTILITY FLOW LINE/INVERT ELEVATION PER GEOTECHNICAL RECOMMENDATIONS. CONTRACTOR/DEVELOPER TO DETERMINE APPROPRIATE DEPTH OF TRENCH FOR SHALLOW UTILITIES ADJACENT TO DEEP UTILITIES. 10.ALL EXISTING UTILITIES SHOWN BASED ON AS-BUILT INFORMATION. CONTRACTOR TO COORDINATE REMOVAL OF ANY EXISTING WET UTILITIES FOUND DURING CONSTRUCTION. 11.ALL PLANS FOR PRIVATE FIRE SERVICE MAINS AND PRIVATE FIRE HYDRANTS ARE SHOWN FOR REFERENCE ONLY AND MUST BE SUBMITTED SEPARATELY FOR APPROVAL PRIOR TO INSTALLATION. ALL PRIVATE FIRE SYSTEMS WILL BE DEFINED IN ACCORDANCE WITH CALIFORNIA BUILDING CODE; CALIFORNIA FIRE CODE; AND NFPA 24. PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES. PLANS SHALL BE SINGLE FIRE LINE DRAWINGS SHOWING ALL OF THE APPLICABLE REQUIREMENTS OF THE CODES SPECIFIED ABOVE. 12.ALL DRY UTILITIES SHOWN FOR REFERENCE ONLY AND MUST BE SUBMITTED SEPARATELY FOR APPROVAL PRIOR TO INSTALLATION. PROPOSED 6" SEWER SERVICE1 PROPOSED 48" DIAMETER SEWER MANHOLE PER SDRSD SM-012 PROPOSED 2" WATER SERVICE3 PROPOSED 8" FIRE SERVICE4 PROPOSED BUILDING POINT OF CONNECTION. CONTINUATION PER ARCHITECTURAL PLANS. 5 PROPOSED FIRE HYDRANT6 PROPOSED BACK FLOW PREVENTER7 PROPOSED 2" DOMESTIC WATER METER AND BACKFLOW PER OWD PERMIT8 PROPOSED 1.5" IRRIGATION WATER METER AND BACKFLOW TO REMAIN FOR PRIVATE SERVICE CONNECTION PER OWD PERMIT 9 > > > > > > > > > > > > > > > > > SD SD SD SD SD SD SD S S S I I I I I I I I I I I I I I I I I C I I I I I I C I I VAN VAN >>>>>>>>>>>>>> > > >> > > > > > > > > > > > > > VAN VAN >>>>>>>>>>>>>> > > >> > > > > > > > > > > > > > X X X X XXXXXXXXXX X X X X X X X X X X X X X X X X X X 290 295 300 305 310 315 320 325 330330 2 3 5 2 4 0 2 4 5 2 5 0 2 5 5 2 6 0 2 6 5 27 0 2 7 5 28 0 28 5 29 0 ( 4 0 ' ) ( 4 0 ' ) ( 9 7 ' ) ( 1 7 ) ( 1 2 4 ' ) HER I T A G E R D N O T A P A R T PROPOSED BUILDING A +/-106,100 SQFT PROPOSED BUILDING B +/-55,700 SQFT 275 280 2 8 0 2 8 0 2 8 5 2 8 5 2 9 0 2 9 5 29 5 2 7 5 2 28 0 27 9 2 8 0 > > > > >> > > >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > >>>> 00 0 0 0 000000000000000000 00 0 2 2 3 3 3 RIGHT-OF-WAY PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE EXISTING U-DITCH TO REMAIN EXISTING U-DITCH TO REMAIN EXISTING PROPERTY LINE PROPOSED PROPERTY LINE PER LLA PROPOSED PROPERTY LINE PER LLA 285 280 2 8 5 28 5 2 27 5 2 7 0 2 7 0 2 7 0 2 6 8 269 28 1 2 8 4 28 6 28 7 28 7 2 8 6 2 8 1 28 1 281 28 4 289 28 0 240 245 250 25 5 26 0 26 5 2 7 0 2 9 0 0. 5 0 % 0.50% 2 0 0 0 00 0 00 0 0 2 2 000 0 28 9 27 4 27 1 286 28 0 285 27 6 27 7 27 8 27 9 28 1 282 283 284 286 290 PROPOSED PROPERTY LINE PER LLA 2 8 0 2 7 9 281 2 8 3 2 8 2 2 8 4 Label contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLEGEND PROPERTY LINE / RIGHT-OF-WAY CENTERLINE PROPOSED CONTOUR EXISTING CONTOUR 100 100 STORM LINE SD SD GRATE INLET PROPERTY BOUNDARY STORM DRAIN CURB INLET 0000000000000000GRAVEL BAGS STOCKPILE AREA SANITARY AREA, TRASH STORAGE, HAZARDOUS MATERIAL, CONCRETE MANAGEMENT, VEHICLE MAINTENANCE & EQUIPMENT STORAGE AREA MATERIAL STORAGE & DELIVERY CONSTRUCTION ENTRANCE DIRECTION OF FLOW >>>>SILT FENCE X XCONSTRUCTION FENCE CIVIL LIMITS OF WORK PHONE: 619-234-9411 WWW.KIMLEY-HORN.COM © 2021 KIMLEY-HORN AND ASSOCIATES, INC. 401 B STREET, SUITE 600; SAN DIEGO, CA 92101 CONSTRUCTION RECORD REFERENCES BY REVISIONS DATE APP'D BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY Pl o t t e d B y : Bi e l i k , J o s h u a S h e e t S e t : Kh a L a y o u t : ER O S I O N C O N T R O L Se p t e m b e r 3 0 , 2 0 2 1 0 4 : 3 9 : 3 3 p m K: \ S N D _ L D E V \ 1 9 5 0 3 4 0 0 5 - R o c k e f e l l e r C h u l a V i s t a E s c a y a \ D e s i g n \ P l a n S h e e t s - E n t i t l e m e n t s \ E R O S I O N C O N T R O L P L A N . d w g Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r Y i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i ] a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . JB JS KDCONTRACTOR INSPECTOR DATE COMPLETED C.V. DWG. NOS.HORIZONTAL VERTICAL N/A N/A PLANS PREPARED UNDER SUPERVISION OF JOSHUA BIELIK, P.E.R.C.E. NO. DATE: DEVELOPMENT SERVICES DEPARTMENTDRAWING NO. XXXXX-XX SHEET OF ## LOCAL CITY OF CHULA VISTA BENCHMARK NO. 250, BEING A 1/2" BRASS PLUG SET INTO THE TOP OF THE NORTHERLY CURB OF MAIN STREET AT THE CENTER OF A CATCH BASIN, 700'± E'LY OF NIRVANA AVENUE. IT HAS A PUBLISHED ELEVATION OF 129.42 FEET, NAVD88 APPROVED: DIRECTOR OF DEVELOPMENT SERVICES OR DESIGNEE Print Date: September 30, 2021 04:39:33pm DATE: DR21-0007 C92259 9 0 GRAPHIC SCALE IN FEET 40 20 40 80 N O R T H MA T C H L I N E S E E S H E E T 10 EROSION CONTROL PLAN FOR: 1.INSTALL CONSTRUCTION ENTRANCE PER CASQA DETAIL TC-1. 2.INSTALL STORM DRAIN PROTECTION PER CASQA DETAIL SE-10. 3.INSTALL SAND BAGS PER CASQA DETAIL SE-8. 4.INSTALL ENTRANCE/OUTLET TIRE WASH PER CASQA DETAIL TC-3. 5.PLACE SANITARY FACILITIES AWAY FROM STORM DRAIN INLETS. 6.KIMLEY-HORN & ASSOCIATES (THE “CONSULTANT”) CONFIRMS TO DRIFTWOOD THAT CONSULTANT HAS PREPARED THESE PLANS IN ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES). 7.GRADED, DISTURBED, OR ERODED AREAS THAT WILL NOT BE PERMANENTLY PAVED, COVERED BY STRUCTURE, OR PLANTED FOR A PERIOD OVER 90 DAYS SHALL BE TEMPORARILY RE-VEGETATED WITH A NON-IRRIGATED HYDROSEED MIX, GROUND COVER, OR EQUIVALENT MATERIAL. SEE SHEET SEED MIX TABLE BELOW FOR MIX AND SPECIFICATIONS. NON-IRRIGATED HYDROSEED MIX SHALL BE INSTALLED BETWEEN NOVEMBER 1ST AND FEBRUARY 15TH. IF THE MIX IS TO BE INSTALLED OUTSIDE OF THISE TIME FRAME, INSTALLATION OF TEMPORARY ABOVE-GROUND IRRIGATION SYSTEM WILL BE REQUIRED FOR ESTABLISHMENT OF HYDROSEED MIX. 8.HYDROSEEDING PROCEDURES PER SECTION 4.4 OF THE LANDSCAPE STANDARDS SHALL BE AS FOLLOWS: ·SEED MIXES SHALL BE SPECIFIED BY THE PURE LIVE SEED OF EACH SPECIES. ·FIBER MULCH SHALL BE APPLIED AT A MINIMUM RATE OF 2,000 POUNDS PER ACRE EXCEPT WHEN USED IN CONJUNCTION WITH STRAW MULCH, WHEN IT SHALL BE APPLIED AT A MINIMUM RATE OF 400 POUNDS PER ACRE. ·A WETTING GENT CONSISTING OF 95 PERCENT ALKYL POLYETHYLENE GLYCOL ETHER SHALL BE APPLIED AS PER MANUFACTURERS' RECOMMENDATIONS. ·EQUIPMENT USED FOR THE APPLICATION OF SLURRY SHALL HAVE A BUILT-IN AGITATION SYSTEM TO SUSPEND AND HOMOGENEOUSLY MIX THE SLURRY. THE SLURRY MIX SHALL BE DYED GREEN. THE EQUIPMENT MUST HAVE A PUMP CAPABLE OF APPLYING SLURRY UNIFORMLY. ·INTERIM BINDER NOTE: GRADED, DISTURBED, OR ERODED AREAS TO BE TREATED WITH A NON-IRRIGATED HYDROSEED MIX SHALL RECEIVE AN INTERIM BINDER/TACKIFIER AS NEEDED BETWEEN APRIL 2ND AND AUGUST 31ST FOR DUST-EROSION CONTROL WITH SUBSEQUENT APPLICATION OF HYDROSEED MIX DURING THE RAINY SEASON BETWEEN OCTOBER 1ST AND APRIL 1ST. EROSION CONTROL NOTES THE FOLLOWING BMPS AS OUTLINED IN, BUT NOT LIMITED TO, THE CALIFORNIA STORMWATER BMP HANDBOOK DATED JANUARY 2015, OR THE LATEST REVISED EDITION, MAY APPLY DURING THE CONSTRUCTION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED AS NEEDED: EC-1, SCHEDULING EC-2, PRESERVATION OF EXISTING VEGETATION EC-3, HYDRAULIC MULCH WE-1, WIND EROSION CONTROL NS-1, WATER CONSERVATION PRACTICES NS-3, PAVING AND GRINDING OPERATIONS NS-7, POTABLE WATER/IRRIGATION NS-12, CONCRETE CURING NS-13, CONCRETE FINISHING WM-4, SPILL PREVENTION AND CONTROL WM-5, SOLID WASTE MANAGEMENT WM-7, CONTAMINATED SOIL MANAGEMENT WM-9, SANITARY/SEPTIC WASTE MANAGEMENT WM-10, LIQUID WASTE MANAGEMENT SE-7, STREET SWEEPING AND VACUUMING APPLICABLE BEST MANAGEMENT PRACTICES CONTRACTOR TO USE BEST MANAGEMENT PRACTICES TO ENSURE COMPLIANCE WITH NPDES AND WATER MANAGEMENT DISTRICT REGULATIONS FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES AND DEWATERING OPERATIONS. SITE PREPARATION SHOULD BE IN ACCORDANCE WITH GEOTECHNICAL INVESTIGATION CONTRACTOR RESPONSIBLE FOR TRAFFIC CONTROL AND PEDESTRIAN CONTROL WHILE PERFORMING WORK IN THE PUBLIC RIGHT-OF-WAY. NOTES INSTALL STORM DRAIN INLET PROTECTION PER CASQA DETAIL SE-10.2 INSTALL TEMPORARY SILT FENCE PER DETAIL A, SHEET 10.3 >> SD SD SD SD SD SD SD SD S S G I I I I I I I II EE E T T C C C G VA N VAN VAN VA N VA N VAN VAN VA N X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 300300 305 310 315 320 325 330 335 340 345 350 355 3 0 5 3 1 0 3 1 5 3 2 0 3 2 5 3 3 0 3 3 5 3 4 0 3 4 5 3 5 0 290 29 5 30 0 30 5 31 0 31 5 32 0 3 0 0 ( 4 0 ) ( 1 7 ) ( 4 0 ) ( 9 7 ' ) ( 1 2 4 ' ) HERITAGE RD PROPOSED BUILDING B +/-55,700 SQFT PROPOSED BUILDING C +/-40,600 SQFT S A N T A M A Y A (47') 290 29 0 300 310 295 1 4 >>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > >>>>>>>>>>>>>>>> >> > > > > > 5 0 0 000000000000000000 0 0 00 0 0 0 0 3 3 2 2 2 00000000 0000000 (54') 15' SETBAC K 1 0 ' S E T B A C K RIGHT-OF-WAY PROPERTY LINE PROPERTY LINE 10 ' S E T B A C K PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE EXISTING U-DITCH TO REMAIN EXISTING U-DITCH TO REMAIN 292 298 29 8 297 296 2 9 2 288 2 9 1 0.49% 0 0 0 0 2 2 9 7 2 9 6 2 9 5 2 9 4 2 9 3 291 292 293 29 6 2 9 3 2 9 4 2 9 5 2 000 0 2 Label contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLEGEND PROPERTY LINE / RIGHT-OF-WAY CENTERLINE PROPOSED CONTOUR EXISTING CONTOUR 100 100 STORM LINE SD SD GRATE INLET PROPERTY BOUNDARY STORM DRAIN CURB INLET 0000000000000000GRAVEL BAGS STOCKPILE AREA SANITARY AREA, TRASH STORAGE, HAZARDOUS MATERIAL, CONCRETE MANAGEMENT, VEHICLE MAINTENANCE & EQUIPMENT STORAGE AREA MATERIAL STORAGE & DELIVERY CONSTRUCTION ENTRANCE DIRECTION OF FLOW >>>>SILT FENCE X XCONSTRUCTION FENCE CIVIL LIMITS OF WORK PHONE: 619-234-9411 WWW.KIMLEY-HORN.COM © 2021 KIMLEY-HORN AND ASSOCIATES, INC. 401 B STREET, SUITE 600; SAN DIEGO, CA 92101 CONSTRUCTION RECORD REFERENCES BY REVISIONS DATE APP'D BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY Pl o t t e d B y : Bi e l i k , J o s h u a S h e e t S e t : Kh a L a y o u t : ER O S I O N C O N T R O L ( 2 ) Se p t e m b e r 3 0 , 2 0 2 1 0 4 : 3 9 : 3 8 p m K: \ S N D _ L D E V \ 1 9 5 0 3 4 0 0 5 - R o c k e f e l l e r C h u l a V i s t a E s c a y a \ D e s i g n \ P l a n S h e e t s - E n t i t l e m e n t s \ E R O S I O N C O N T R O L P L A N . d w g Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r Y i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i ] a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . JB JS KDCONTRACTOR INSPECTOR DATE COMPLETED C.V. DWG. NOS.HORIZONTAL VERTICAL N/A N/A PLANS PREPARED UNDER SUPERVISION OF JOSHUA BIELIK, P.E.R.C.E. NO. DATE: DEVELOPMENT SERVICES DEPARTMENTDRAWING NO. XXXXX-XX SHEET OF ## LOCAL CITY OF CHULA VISTA BENCHMARK NO. 250, BEING A 1/2" BRASS PLUG SET INTO THE TOP OF THE NORTHERLY CURB OF MAIN STREET AT THE CENTER OF A CATCH BASIN, 700'± E'LY OF NIRVANA AVENUE. IT HAS A PUBLISHED ELEVATION OF 129.42 FEET, NAVD88 APPROVED: DIRECTOR OF DEVELOPMENT SERVICES OR DESIGNEE Print Date: September 30, 2021 04:39:38pm DATE: DR21-0007 C92259 10 0 GRAPHIC SCALE IN FEET 40 20 40 80 N O R T H MA T C H L I N E S E E S H E E T 9 EROSION CONTROL PLAN FOR: EROSION CONTROL NOTES THE FOLLOWING BMPS AS OUTLINED IN, BUT NOT LIMITED TO, THE CALIFORNIA STORMWATER BMP HANDBOOK DATED JANUARY 2015, OR THE LATEST REVISED EDITION, MAY APPLY DURING THE CONSTRUCTION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED AS NEEDED: EC-1, SCHEDULING EC-2, PRESERVATION OF EXISTING VEGETATION EC-3, HYDRAULIC MULCH WE-1, WIND EROSION CONTROL NS-1, WATER CONSERVATION PRACTICES NS-3, PAVING AND GRINDING OPERATIONS NS-7, POTABLE WATER/IRRIGATION NS-12, CONCRETE CURING NS-13, CONCRETE FINISHING WM-4, SPILL PREVENTION AND CONTROL WM-5, SOLID WASTE MANAGEMENT WM-7, CONTAMINATED SOIL MANAGEMENT WM-9, SANITARY/SEPTIC WASTE MANAGEMENT WM-10, LIQUID WASTE MANAGEMENT SE-7, STREET SWEEPING AND VACUUMING APPLICABLE BEST MANAGEMENT PRACTICES CONTRACTOR TO USE BEST MANAGEMENT PRACTICES TO ENSURE COMPLIANCE WITH NPDES AND WATER MANAGEMENT DISTRICT REGULATIONS FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES AND DEWATERING OPERATIONS. SITE PREPARATION SHOULD BE IN ACCORDANCE WITH GEOTECHNICAL INVESTIGATION CONTRACTOR RESPONSIBLE FOR TRAFFIC CONTROL AND PEDESTRIAN CONTROL WHILE PERFORMING WORK IN THE PUBLIC RIGHT-OF-WAY. 6' STEEL PLATE WITH UNDULATIONS TO REMOVE SEDIMENT FROM TIRES 2"MIN GRATED INLET - PLAN VIEW NOTES: WOVEN FABRIC GRAVEL BAG FILLED WITH GRAVEL 4" PVC PIPE FOR DRAINAGE GRATED INLET - FRONT VIEW ROW OF GRAVEL BAGS (18" MINIMUM WIDTH) & 18" MINIMUM HEIGHT GRATED INLET 4" PVC PIPE FOR DRAINAGE EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR WOOD POST FLOW FLOW FLOW 10' MAX. SPACING WITH WIRE SUPPORT FENCE 6' MAX. SPACING WITHOUT WIRE SUPPORT FENCE STEEL OR WOOD POST 36" HIGH MAX. PONDING HEIGHT FILTER FABRIC ATTACHED SECURELY TO UPSTREAM SIDE OF POST RUNOFF 4"X6" TRENCH WITH COMPACTED BACKFILL PONDING HEIGHT RUNOFF GRAVEL NOTES: 1.INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2.REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. 3.SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. STANDARD DETAIL TRENCH WITH NATIVE BACKFILL ALTERNATE DETAIL TRENCH WITH GRAVEL BACK OF SIDEWALK GRAVEL FILLED SANDBAGS ARE TIGHTLY STACKED (3 BAGS HIGH) CATCH BASIN (WHERE SHOWN) CURB INLET BACK OF CURB SPILLWAY SEE NOTE 5 PLAN VIEW A APONDING HEIGHT SPILLWAY CURB INLETSIDEWALK CATCH BASIN SECTION A-A 1.PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2.SANDBAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. 3.LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4.INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. 5.FOR SUMP CONDITION: SPILLWAY SHALL BE 1 BAG HIGH AND BE LOCATED ON BOTH SIDES OF THE CURB INLET. FOR FLOW-BY CONDITION: SPILLWAY SHALL BE 2 BAGS HIGH AND BE LOCATED ON THE UPSTREAM SIDE OF CURB INLET. CURB INLET SEDIMENT BARRIER NOTES: FILTER FABRIC TO BE USED BENEATH THE ROCK TIRE WASH RACK PER DETAIL BELOW 12" THICK MIN UNLESS SPECIFIED OTHERWISE BY GEOTECHNICAL ENGINEER HAR D S U R F A C E PUB L I C R O A D 1. GRAVEL BAG MATERIAL: POLYPROPYLENE, POLYETHYLENE OR POLYMIDE WOVEN FABRIC, MINIMUM UNIT WEIGHT 4 OUNCES PER SQUARE YARD, MULLEN BURST STRENGTH EXCEEDING 300 PSI AND ULTRAVIOLET STABILITY EXCEEDING 70%. 2. GRAVEL BAG SHALL BE FILLED WITH 3/4" ROCK OR 1/4" PEA GRAVEL. 3. PLACE SEVERAL LAYERS OF GRAVEL BAGS (12" MINIMUM HIGH) OVERLAPPING THE BAGS AND PACKING THEM TIGHTLY TOGETHER. 4. LEAVE GAP OF ONE BAG ON THE TOP ROW TO SERVE AS A S PILLWAY. 5. PLACE WIRE MESH OVER AND 1' (MINIMUM) BEYOND THE INLET STRUCTURE. 6. PLACE FILTER FABRIC OVER WIRE MESH. 7. PLACE 3/4" TO 3" GRAVEL OVER THE FILTER FABRIC/WIRE MESH (12" MINIMUM DEPTH OVER THE ENTIRE INLET OPENING). CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6"WIDTH = 24' MIN. OR WIDER AS REQUIRED TO ACCOMMODATE ANTICIPATED TRAFFIC LENGTH = 50' MIN. OR FOUR TIMES THE CIRCUMFERENCE OF THE LARGEST CONSTRUCTION VEHICLE TIRE, WHICHEVER IS GREATER FINISHED GRADE GRAVEL BAG INLET PROTECTION NTS SILT FENCE DETAIL NTS TIRE WASH RACK NTS STABILIZED CONSTRUCTION ENTRANCE/EXIT NTS INSTALL CONSTRUCTION ENTRANCE PER CASQA DETAIL TC-1.1 INSTALL STORM DRAIN INLET PROTECTION PER CASQA DETAIL SE-10.2 INSTALL TEMPORARY SILT FENCE PER DETAIL A, SHEET 10.3 INSTALL ENTRANCE/OUTLET TIRE WASH PER CASQA DETAIL TC-3.4 INSTALL CONTRACTORS STAGING AREA (MATERIAL STORAGE, WASTE STORAGE, SANITARY FACILITIES) 5 Sheet Number Job Number Scale Drawing Date Check By Drawn By 2 0 2 0 S C A A R C H I T E C T U R E A R C H I T E C T U R E 13 2 8 0 E v e n i n g C r e e k D r i v e S o u t h | S u i t e 1 2 5 Sa n D i e g o , C A 9 2 1 2 8 85 8 . 7 9 3 . 4 7 7 7 | s c a - s d . c o m DR21-0007DR PROJECT # SD/Pricing Set Construction Set Plan Check Permit Set Planning Bid Set Issue Dates - - - Revision Dates -CD PROJECT # 1 1st DR COMMENTS 6/21/2021 - - - IR21-0008PREAPP. # H E R I T A G E I N D U S T R I A L C E N T E R H E R I T A G E R O A D C H U L A V I S T A , C A 9 1 9 1 1 2 2ND DR COMMENTS 8/20/2021 3 3RD DR COMMENTS 10/1/2021 5 PARKING STALL COUNT ELECTRICAL TRANSFORMER PAD: FIRE TRUCK TURNING RADIUS: (PER CITY OF CHULA VISTA F.D.) FIRE HYDRANT (NEW PRIVATE U.N.O.): DOUBLE CHECK VALVE (PRIVATE): 19 ' - 0 " 9'-0" 25'-0" HIGH PARKING LOT LIGHTS: SITE ACCESSIBLE PATH OF TRAVEL (MIN. 4' WIDE) PARCEL LINES PATIO TABLE & BENCH W/ UMBRELLA, LITTER CANS W/ RECYCLING PROVIDED AT EACH TABLE AREA. 1 PROPOSED REFUSE & RECYCLE ENCLOSURES ACCESSIBLE PARKING STALL (9' WIDE X 18' DEEP), 2% MAX. SLOPE IN ANY DIRECTION. VAN ACCESSIBLE ON LEFT SIDE OF MARKED 8' WIDE STEP-OUT SHORT-TERM BIKE PARKING - LOOP BIKE RACK CARPOOL AND ZERO EMISSION PARKING STALLS ELECTRIC VEHICLE CHARGING STATIONS (RACEWAY INSTALLED) OUTDOOR AMENITY AREA - REFER ALSO TO LANDSCAPE PLANS 42" DOCK WALL PER CIVIL GAS STUB UP FIRE CONTROL ROOM RETAINING WALLS PER CIVIL ELECTRICAL ROOM TYPICAL PARKING STALLS:2 3 4 5 6 SI T E P L A N 7 8 9 10 11 RETAINING WALL PER CIVIL DRAWINGS 12 13 MONUMENT SIGN 14 1 AS3 13 5 11 10 10 10 9 7 8 11 12 10 8 8 8 7 10 11 9 79 7 9 8 8 8 EV CHA R G I N G CLEAN A I R / CARPOO L / E V EV CHA R G I N G EV CHA R G I N G EV CHA R G I N G EV CHAR G I N G EV CHA R G I N G CLEAN AI R / CARPO O L / E VCLEAN AI R / CARPO O L / E VCLEAN AI R / CARPO O L / E VCLEAN A I R / CARPOO L / E VCLEAN AI R / CARPO O L / E V CLEAN A I R / CARPOO L / E VCLEAN AI R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPOO L / E V CLEAN A I R / CARPOO L / E V USPS MAI L B O X US P S MAILBOX CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV EV CHARGING EV CHARGING MAILBOX US P S 11 EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EVCLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EVCLEAN AIR / CARPOOL / EV EV CHA R G I N G 7 EV CHAR G I N G 8 EV CHA R G I N G EV CHA R G I N G EV CHA R G I N G EV CHA R G I N G EV CHAR G I N G EV CHA R G I N G EV CHA R G I N G EV CHAR G I N G EV CHA R G I N G EV CHA R G I N G EV CHA R G I N G EV CHA R G I N G EV CHAR G I N G EV CHA R G I N G EV CHA R G I N G EV CHAR G I N G >> >> >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > C EEE T T C CC C 13 9 F F F F FF >> >> >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > C E T T C CC C SD S D S D SD SD SD SD SD SD S D SD SD S D SD SD I I I I I I I I I I T S P B I I I I I I I S L P B SL P B I I I I I I SL P B G I I TSPB TSPBTSPB I I I I I I I EE TSPB I I TSPB G EV CHA R G I N G EV CHA R G I N G EV CHA R G I N G EV CHA R G I N G EV CHAR G I N G EV CHA R G I N G EV CHA R G I N G EV CHAR G I N G 5 EV CHARGING EV CHARGING EV CHARGING >>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > >>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > HERITAGE ROAD 2 6 ' - 0 " 19'-0" 120'-0" 1 9 ' - 0 " 2 6 ' - 0 " 45'-0" DRIVE 30'-0" 44'-0" 19'-0" 6'-0" 19'-0" 19'-0"26'-0" 10 ' - 0 " S. B . 1 0 ' - 0 " S . B . 15'-0" S.B. 19'-0" 26'-0" 10'-0" 26'-0" 2 6 ' - 0 " 1 9 ' - 0 " 100'50'10'0 35'-0" 19'-0" 6'-0"52'-0" DRIVE 30 ' - 0 " 10 ' - 0 " 10 ' - 0 " 30 ' - 0 " 10 ' - 0 " 19 ' - 0 " 26 ' - 0 " 19 ' - 0 " 19 ' - 0 " 26 ' - 0 " 24'-0" 10 ' - 0 " 19 ' - 0 " 26 ' - 0 " 19 ' - 0 " PRO P E R T Y L I N E PROPERTY LINE PROPERTY LINE P R O P E R T Y L I N E PR O P E R T Y L I N E P R O P E R T Y L I N E PROP E R T Y L I N E PROPERTY LINE A 102,400 SF 1ST 2,500 SF MEZZ 104,900 SF TOTAL C 38,600 SF 1ST 2,000 SF MEZZ 40,600 SF TOTAL B 53,700 SF 1ST 2,000 SF MEZZ 55,700 SF TOTAL DRIVE AISLE CROSSINGS WITH THE FOLLOWING FOR PEDESTRIAN SAFETY : ACCESSIBLE PATH AT LESS THAN 2% SLOPE, PAINTED 4-FT. W. PEDESTRIAN PATH WITH DIRECTIONAL SIGNAGE, ACCESSIBLE CURB RAMPS PER CITY STDS., TRUNCATED DOME INDICATORS PER CITY STDS. AT DRIVE AISLE CROSSINGS ACCESSIBLE RAMP TO PUBLIC RIGHT OF WAY SA N T A M A Y A 9'-5"19'-0"30'-0"19'-0"13'-6" OFFICEFUTURE OFFICE OFFICE 36 ' - 2 " OFFICE FUTURE OFFICE SL A B S L O P E S A T . 5 % SLAB SLOPES AT .5% 1 1 2 2 2 2 3 TYP. OF 11 3 TYP. OF 8 3 TYP. OF 6 4 TYP. OF 8 4 TYP. OF 5 4 TYP. OF 4 5 5 5 6 6 7 7 77 7 8 8 9 9 9 10 TYP. 11 11 11 12 12 12 14 1 TOTAL BUILDING AREA 104,900 S.F. (INCLUDING 2,500 SF OF MEZZANINE) PARKING RATIO OFFICE: 1/300 WAREHOUSE: 1/1000 TOTAL REQUIRED PARKING SPACES OFFICE = 7,000 SF @ 1/300 = 23 STALLS WAREHOUSE = 97,900 SF @ 1/1000 = 98 STALLS 119 STALLS REQUIRED 132 STALLS PROVIDED FUTURE ELECTRIC VEHICLE CHARGING 7 REQUIRED 8 PROVIDED (RACEWAY INSTALLED) CLEAN AIR / VANPOOL / EV 11 REQUIRED 11 PROVIDED SHORT-TERM BICYCLE PARKING 132 STALLS X .05 = 7 REQUIRED 7 PROVIDED (OUTDOOR BIKE RACKS PER LANDSCAPE) ACCESSIBLE STALLS 6 ACCESSIBLE STALLS (INCLUDING 1 VAN ACCESSIBLE STALL) BUILDING A : TOTAL BUILDING AREA 55,700 S.F. (INCLUDING 2,000 SF OF MEZZANINE) PARKING RATIO OFFICE: 1/300 WAREHOUSE: 1/1000 TOTAL REQUIRED PARKING SPACES OFFICE = 6,000 SF @ 1/300 = 20 STALLS WAREHOUSE = 49,700 SF @ 1/1000 = 50 STALLS 70 STALLS REQUIRED 92 STALLS PROVIDED FUTURE ELECTRIC VEHICLE CHARGING 5 REQUIRED 5 PROVIDED (RACEWAY INSTALLED) CLEAN AIR / VANPOOL / EV 8 REQUIRED 8 PROVIDED SHORT-TERM BICYCLE PARKING 92 STALLS X .05 = 5 REQUIRED 5 PROVIDED (OUTDOOR BIKE RACKS PER LANDSCAPE) ACCESSIBLE STALLS 4 ACCESSIBLE STALLS (INCLUDING 1 VAN ACCESSIBLE STALL) BUILDING B : TOTAL BUILDING AREA 40,600 S.F. (INCLUDING 2,000 SF OF MEZZANINE) PARKING RATIO OFFICE: 1/300 WAREHOUSE: 1/1000 TOTAL REQUIRED PARKING SPACES OFFICE = 4,000 SF @ 1/300 = 37 STALLS WAREHOUSE = 36,600 SF @ 1/1000 = 14 STALLS 51 STALLS REQUIRED 63 STALLS PROVIDED FUTURE ELECTRIC VEHICLE CHARGING 4 REQUIRED 4 PROVIDED (RACEWAY INSTALLED) CLEAN AIR / VANPOOL / EV 6 REQUIRED 6 PROVIDED SHORT-TERM BICYCLE PARKING 63 STALLS X .05 = 3 REQUIRED 3 PROVIDED (OUTDOOR BIKE RACKS PER LANDSCAPE) ACCESSIBLE STALLS 3 ACCESSIBLE STALLS (INCLUDING 1 VAN ACCESSIBLE STALL) BUILDING C : TOTAL PARKING TABULATION FOR THE SITE: TOTAL BUILDING AREA 201,200 S.F. (INCLUDING 6,500 SF OF MEZZANINE) TOTAL REQUIRED PARKING SPACES 237 STALLS REQUIRED 288 STALLS PROVIDED FUTURE ELECTRIC VEHICLE CHARGING 18 PROVIDED (RACEWAY INSTALLED) CLEAN AIR / VANPOOL / EV 25 PROVIDED SHORT-TERM BICYCLE PARKING 15 PROVIDED (OUTDOOR BIKE RACKS PER LANDSCAPE) 15 TRENCH DRAIN PER CIVIL DRAWINGS 15 1515 16 EXTERIOR CONC. LOADING DOCK STAIRS w/ PAINTED METAL HANDRAILS 16 16 16 17 (E) SDG&E EQUIPMENT 17 30'-0" PROPERTY LIN E 15'-0" S.B. D-D AS3 A-A AS3 B-B AS3 C-C AS3 TRASH ENCLOSURE- SEE ALL GREEN WASTE/GRASS CLIPPINGS WILL BE RECYCLED BY THE CONTRACTED LANDSCAPE MAINTENANCE COMPANY AND WILL NOT BE DISPOSED OF IN THE LANDFILL. ALL CONCRETE IS 4200 PSI AND RATED TO WITHSTAND THE TONNAGE OF FULLY LOADED TRASH TRUCKS (MINIMUM THREE TRUCKS PER WEEK) 18 NOT USED 19 MOW CURB (SEE CIVIL DRAWINGS) 19 TYP. 19 TYP. 19 TYP. USPS PARKING STALL w/ ADJACENT GROUND-MTD. TENANT MAILBOX W/LETTER LOCKER MAILBOX ON A 6" SLAB 20 ACCESSIBLE RAMP AND TILT UP CONCRETE RETAINING WALL 20 21 BENCH FOR BOTTOM OF RETAINING WALL AND ACCESS PATH (SEE CIVIL) 21 TYP. Sheet Number Job Number Scale Drawing Date Check By Drawn By 2 0 2 0 S C A A R C H I T E C T U R E A R C H I T E C T U R E 13 2 8 0 E v e n i n g C r e e k D r i v e S o u t h | S u i t e 1 2 5 Sa n D i e g o , C A 9 2 1 2 8 85 8 . 7 9 3 . 4 7 7 7 | s c a - s d . c o m DR21-0007DR PROJECT # SD/Pricing Set Construction Set Plan Check Permit Set Planning Bid Set Issue Dates - - - Revision Dates -CD PROJECT # 1 1st DR COMMENTS 6/21/2021 - - - IR21-0008PREAPP. # H E R I T A G E I N D U S T R I A L C E N T E R H E R I T A G E R O A D C H U L A V I S T A , C A 9 1 9 1 1 2 2ND DR COMMENTS 8/20/2021 3 3RD DR COMMENTS 10/1/2021 TRASH ENCLOSURE PLAN 1/4" = 1'-0" CO N C . S L A B CO N C . P A V I N G 2 AS2 5 AS2 TYP. 5 AS2 3 AS2 LINE OF CANOPY ABOVE 1'-0" O.H. 1' - 0 " LINE OF BEAM ABOVE COLUMN (4 PLACES) 1'-0" 2' - 4 " O. H . < < 6 AS2 4" 8' - 1 0 " SL O P E 1 / 4 " / F T . TY P I C A L 6''H CURB 8" 4-YD. TRASH BIN 4-YD. RECYCLE BIN SL O P E 1 / 4 " / F T . TY P I C A L 6" 8" 6" 9'-2" 19'-0" 2"4"2"9'-2"2"4"2" 4 AS2 6" TALL BY 8" DEEP CURB AROUND SIDES AND BACK WALL 6" 12' DEEP CONCRETE APRON. ENTIRE SITE IS VEHICULAR CONCRETE PAVING AT 4200 PSI INTERIOR TRASH ENCLOSURE DIMENSIONS SHALL NOT BE LESS THAN 16' WIDE 18'-4" 6' - 0 " 6" 1' - 6 " 8" 8" 3'-6" 3X10 TS BEAM CAP ENDS 1 1/2" METAL DECK SOLID ROOF COVERING OVER ENCLOSURE WELD PLATE EMBED FINISH GRADE PER CIVIL 3/4" x 3/4" CHAMFERED CORNERS 5 1/2" THK CONC. TILT-UP PANEL PAINT BOTH SIDES PER ELEVATIONS TOLLED CURB EDGES. TYP. 1/2" = 1'-0" 3" = 1'-0" "TS" 4 x 4 x 1/4 - CAP BOTH ENDS AND WELD TO ANGLE. VERTICALLY APPLIED STEEL DECKING. PATTERN NO. PER ELEVATION CONT. ANGLE 2 1/2" x 2 1/2" x 3/16" THK. FRAME ALL SIDES 4''x 4'' EXTRA HEAVY DUTY FULL SURFACE HINGE. TYP. OF (4) FOUR AT EQUAL SPACING PER JAMB. CONT. ANGLE 2" x 2" x 3/16" AT MID-HEIGHT 3" = 1'-0" CONSTRUCTION - GRIND ALL BURRS SMOOTH PRIOR TO PRIME AND PAINT NOTE : GATE IS ALL WELDED CONT. ANGLE 2 1/2" x 2 1/2" x 3/16" THK. FRAME ALL SIDES 3/16" 112" 3/16" WALL PER STRUCTURAL 4''x 4'' EXTRA HEAVY DUTY FULL SURFACE HINGE. TYP. OF (4) FOUR AT EQUAL SPACING PER JAMB. 4 x 4 x | TUBE STEEL POST VERTICALLY APPLIED STEEL DECKING. PATTERN NO. PER ELEVATION CONT. ANGLE 2" x 2" x 3/16" AT MID-HEIGHT TRASH ENCLOSURE ELEVATION 1/4" = 1'-0" STL. JAMB W/ PADLOCK CATCH HORIZ. CANE BOLT BOLT ANCHOR HOLE 4" DEEP VERT. CANE DRILLED INTO CONC. VERTICALLY APPLIED 16 GA. PRIMED AND PAINTED STEEL DECKING BY BHP STEEL BUILDING PRODUCTS. (PATTERN NO. BF-36)4 AS2 5 AS2 TYP. 6' ' 5' - 6 ' ' 7' ' 7' ' 15 ' ' 15 ' ' 1'-0" 2' - 6 " NOTE: 1. ALL STEEL TO BE GALVANIZED AND PAINTED. COLOR T.B.D. BY ARCH. 2. WALL MATERIAL - TILT UP CONCRETE PER STRUCTURAL 6' - 0 " (QTY=2) (QTY=3) 8' - 0 " . M I N . C L R . FO R O P N G . B I N L I D S 1/4" = 1'-0" SIDE ELEVATION 1/4" PER FOOT 2' - 6 " FR O N T RE A R 6' - 0 " NOTE: 1. ALL STEEL TO BE GALVANIZED AND PAINTED. COLOR T.B.D. BY ARCH. 2. WALL MATERIAL - TILT UP CONCRETE PER STRUCTURAL 8' - 6 " 10 ' - 0 " + / - TR A S H E N C L O S U R E PAINTED BLUE BACKGROUND INTERNATIONAL SYMBOL OF ACCESSIBILITY STALL EMBLEM (PAINTED WHITE SYMBOL) PER C.B.C. SECTION 11B-502.6.4 AND 11B-703.7.2.1 PAINTED WHITE BORDER CBC 2019 2010 ADASAD CENTER SYMBOL IN EACH ACCESSIBLE STALL.3'-0" 3' - 0 " 2" T Y P . 2" TYP. R6" LOWER SIDE ALIGNED WITH THE END OF THE PARKING SPACE 1" = 1'-0"PTD. PARKING ACCESSIBILITY SYMBOL "NO PARKING" & PED. WALKWAY STRIPING CBC 2019 2010 ADASAD 1/4" = 1'-0" DIAGONAL STRIPING w/ 4" WIDE STRIPES, WHITE TRAFFIC PAINT (2 COATS), TYP. FACE OF COLUMN, WALL, OR CURB TYP. 3' - 0 " 1' - 0 " 1' - 0 " 1'-0" 45 ° 2" 2" NOTE: ACCESSIBLE AREAS SHALL HAVE 4" WIDE BLUE PAINT STRIPING 1 1/2" = 1'-0"DETECTABLE WARNING @ ZERO CURB MAINTAIN 3'-0" WIDE COMPLIANT SLOPE AT ZERO CURB OR RAMP 1/4" CONTINUOUS EXPANSION JOINT WHERE OCCURS @ CONCRETE PER PLAN, @ A.C. PROVIDE FLUSH CONDITION WITH NO JOINT TH I C K E N S L A B T O 6 " @ D O M E S 6"3'-0" MIN. CONC. OR A.C. PAVING O/ BASE PER CIVIL, F.S. FLUSH WITH ADJACENT SURFACE 10 - 1/4" JOINT @ CONC. 1/8" RADIUS 6" 2" CONCRETE SIDE WALK OR RAMP PER PLANS MUD SET TRUNCATED DOME TILES, TRUNCATED DOME PATTERN PER COLOR PER LANDSCAPE DRAWINGS 4" THICKENED EDGE ZERO CURB, WHERE REQUIRED PAINT RED WITH "NO PARKING FIRE LANE" PER CITY FIRE DEPT. 1 1/2" = 1'-0"CONCRETE WHEEL STOP ASPHALT PAVING ROCK BASE #4 STEEL REBARS @ 1 FT. EA. SIDE OF EVERY JOINT CONCRETE WHEEL STOP PAINTED SAFETY YELLOW 6" IDENTIFICATION SIGN 12 - 13 - 14 - 4" WIDE BLUE STRIPES CONC. CURB MAX. SLOPE IN ANY DIRECTION SHALL BE 1.5% ACCESS AISLE STRIPING PER CONC. WHEEL STOP PER "NO PARKING WHITE LETTERING 19 - PEDESTRIAN ROUTE - 4" WIDE WHITE STRIPING WHERE SHOWN ON PLANS 1/8" = 1'-0"ACCESSIBLE PARKING STALL TYP. 4" WIDE WHITE PAINT STRIPES - TYP. AT NON-ACCESS. STALLS 17 - TRUNCATED DOMES PER 3' - 0 " 1'-0" 9'-0" MIN. 8'-0" ACCESS AISLE 9'-0" MIN. 5'-0" ACCESS AISLE 18 - 18 ' - 0 " M I N . 4" WIDE PARKING STALL STRIPES, WHITE TRAFFIC PAINT (2 COATS), TYP. VAN ACCESSIBLE RESERVED 1/2'' RADIUS 1/16'' ALUMINUM SIGN W/ BLUE BACKGROUND W/ WHITE SYMBOL INTERNATIONAL SYMBOL OF ACCESSIBILITY PER CBC SEC 11B-703.7.2.1 MIN. FINE $250 MIN. FINE PER CBC 11B-502.6.2 60" MIN. A.F.F. OR GROUND SURFACE MEASURED TO THE BOTT. OF THE SIGN PER CBC 11B-502.6 - SIGNS LOCATED IN AN ACCESSIBLE ROUTE TO BE 80" MIN. A.F.F. FINISH SURFACE 12" 1" 24 " NOTE: CONTRACTOR TO SUBMIT SHOP DWGS. IN ACCORDANCE WITH THE CITY'S DESIGN GUIDELINES 1-3/4" DIA. GALV. STL PIPE 1" NOTE: SIGN TO BE CENTERED AT THE INTERIOR END OF THE PARKING SPACE SIGN SHALL BE REFLECTORIZED WITH A MIN. AREA OF 70 SQ. INCHES 10 " 7" DESIGNATES FOR "VAN ACCESSIBLE" ONLY WHERE INDICATED ON PLAN WHITE LETTERS ON BLUE BACKGROUND, TYP. ACCESSIBLE PARKING SIGN-VAN CBC 2019 2010 ADASAD 3" = 1'-0" 1/2'' RADIUS 1/16'' ALUMINUM SIGN W/ BLUE BACKGROUND W/ WHITE SYMBOL INTERNATIONAL SYMBOL OF ACCESSIBILITY PER CBC SEC 11B-703.7.2.1 MIN. FINE PER CBC 11B-502.6.2 FINISH SURFACE 12" 1" 24 " NOTE: CONTRACTOR TO SUBMIT SHOP DWGS. IN ACCORDANCE WITH THE CITY'S DESIGN GUIDELINES 1-3/4" DIA. GALV. STL. PIPE 1" NOTE: SIGN TO BE CENTERED AT THE INTERIOR END OF THE PARKING SPACE SIGN SHALL BE REFLECTORIZED WITH A MIN. AREA OF 70 SQ. INCHES 10 " 7" WHITE LETTERS ON BLUE BACKGROUND, TYP. RESERVED MIN. FINE $250 60" MIN. A.F.F. OR GROUND SURFACE MEASURED TO THE BOTT. OF THE SIGN PER CBC 11B-502.6 - SIGNS LOCATED IN AN ACCESSIBLE ROUTE TO BE 80" MIN. A.F.F. ACCESSIBLE PARKING SIGN CBC 2019 2010 ADASAD 3" = 1'-0" LIMIT OF REQUIRED CONC. SIDEWALK LEVEL CLEAR AREA W/ 1.5% MAX. SLOPE. IN ANY DIRECTIONS DETECTABLE WARNINGS (TRUNCATED DOMES) PER CBC 11B-705.1 & PER DETAIL 48 " M I N . CL R . A R E A 36 " M I N . SLOPED CURB 48" MIN. ZERO CURB SLOPED CURB CURB FACE ACCESSIBLE CURB RAMP CBC 2019 2010 ADASAD 1/4" = 1'-0" 10 - 1.5% MAX. 7. 5 % M A X . 9.5% MAX. SLOPE 9.5% MAX. SLOPE GUARDRAIL @ RETAINING WALL 1/2" = 1'-0" 1-1/2'' O.D. STANDARD STEEL PIPE TOP RAIL PARALLEL TO STAIR STRINGER w/ WELDS GROUND SMOOTH - PAINTED 1-1/2'' O.D. STANDARD STEEL PIPE GUARDRAIL SUPPORTS AT 6'-0'' O.C. AND AT TOP AND BOTTOM W/ WELDS GROUND SMOOTH - PAINTED 1'' O.D. STANDARD STEEL PIPE INTERMEDIATE RAILS PARALLEL TO STAIR STRINGER w/ WELDS GROUND SMOOTH -PAINTED 2" x 9" x 3/16" PIPE SLEEVE SET IN WALL MSE RETAINING WALL PER GRADING PLANS 30 " M A X 3'-0" 42 " M I N NOTE: GUARDRAIL SHALL BE PROVIDED WHERE CHANGE IN GRADE EXCEEDS 30" WITHIN 3'-0" OF THE WALL 1/4" = 1'-0" LINE OF BUILDING 'C' BEYOND 291.90 PER CIVIL 12 TREADS @ 11" EA. = 10'-1" 298.75 PER CIVIL 5'-0" LANDING 6" 3' - 0 " 3' - 6 " GUARDRAIL SHALL NOT PASS A 4" SPHERE TILT UP RETAINING WALL PER STRUCTURAL HARDSCAPE BEYOND PER CIVIL EXTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND ALL TREADS MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. PER CBC SECTION 11B-504.4.1 FOR ADDITIONAL INFO SEE DETAIL 4 TS4 PR O P E R T Y L I N E PR O P E R T Y L I N E 10 ' S E T B A C K 10 ' S E T B A C K SLAB SLOPES .5% F.F.E. 284.65'F.F.E. 286.70' PR O P E R T Y L I N E LOT 'E'BUILDING 'A'LOT 'D' PR O P E R T Y L I N E HERITAGE RD RETAINING WALL GEOGRID RETAINING WALL +/- 10' TALL VARIES 35'-80' LINE OF SIGHT PR O P E R T Y L I N E 10 ' S E T B A C K PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E 10 ' S E T B A C K HERITAGE RD LOT 'E'BUILDING 'B'LOT 'D' F.F.E. +/- 290.55' VARIES 15'-30' F.F.E. 298.80' PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E 10 ' S E T B A C K PR O P E R T Y L I N E LOT 'E'BUILDING 'C'LOT 'D' 10 ' S E T B A C K HERITAGE RDRETAINING WALL 14'-0" PR O P E R T Y L I N E PR O P E R T Y L I N E DRIVEWAY PR O P E R T Y L I N E 15 ' S E T B A C K PR O P E R T Y L I N E LO T L I N E LO T L I N E BUILDING 'C'BUILDING 'B'BUILDING 'A' 15 ' S E T B A C K 19'-0" PARKING STALL 3'-0" 2'-6" BENCH VINES OVERHANGING 42" HIGH GUARDRAIL PR O P E R T Y L I N E SHRUBS TO SCREEN VEHICLE HEADLIGHTS +/- 10' GEOGRID RETAINING WALL Sheet Number Job Number Scale Drawing Date Check By Drawn By 2 0 2 0 S C A A R C H I T E C T U R E A R C H I T E C T U R E 13 2 8 0 E v e n i n g C r e e k D r i v e S o u t h | S u i t e 1 2 5 Sa n D i e g o , C A 9 2 1 2 8 85 8 . 7 9 3 . 4 7 7 7 | s c a - s d . c o m DR21-0007DR PROJECT # SD/Pricing Set Construction Set Plan Check Permit Set Planning Bid Set Issue Dates - - - Revision Dates -CD PROJECT # 1 1st DR COMMENTS 6/21/2021 - - - IR21-0008PREAPP. # H E R I T A G E I N D U S T R I A L C E N T E R H E R I T A G E R O A D C H U L A V I S T A , C A 9 1 9 1 1 2 2ND DR COMMENTS 8/20/2021 0 10'40'100' SCALE: 1" = 40'-0" 1" = 40'-0"A-A SITE SECTION A-A 0 10'40'100' SCALE: 1" = 40'-0" 1" = 40'-0"B-B SITE SECTION B-B 0 10'40'100' SCALE: 1" = 40'-0" 1" = 40'-0"C-C SITE SECTION C-C 0 10'40'100' SCALE: 1" = 40'-0" 1" = 40'-0"D-D SITE SECTION D-D SI T E S E C T I O N S 1/8" = 1'-0" ENLARGED SITE SECTION 1 AS3 1 Sheet Number Job Number Scale Drawing Date Check By Drawn By 2 0 2 0 S C A A R C H I T E C T U R E A R C H I T E C T U R E 13 2 8 0 E v e n i n g C r e e k D r i v e S o u t h | S u i t e 1 2 5 Sa n D i e g o , C A 9 2 1 2 8 85 8 . 7 9 3 . 4 7 7 7 | s c a - s d . c o m DR21-0007DR PROJECT # SD/Pricing Set Construction Set Plan Check Permit Set Planning Bid Set Issue Dates - - - Revision Dates -CD PROJECT # 1 1st DR COMMENTS 6/21/2021 - - - IR21-0008PREAPP. # H E R I T A G E I N D U S T R I A L C E N T E R H E R I T A G E R O A D C H U L A V I S T A , C A 9 1 9 1 1 2 2ND DR COMMENTS 8/20/2021 FIRE CONTROL ROOM ELECT. RM. BU I L D I N G A - F L O O R P L A N S UP SKYLIGHT ABOVE- TYP. COLUMN- TYP. GAS STUB UP LOCATION MAIN ENTRY 4 A3.1 3'X8' PAINTED METAL MAN DOOR- TYP. CANOPY ABOVE w/ METAL CLADDING 0 16'32'8' B A C 4213 5 F J 6 D E G 1.1 H 58'-0" 298'-0" 60'-0"60'-0"60'-0"51'-0" 40 5 ' - 0 " 48 ' - 6 " 48 ' - 0 " 52 ' - 0 " 52 ' - 0 " 52 ' - 0 " 50 ' - 0 " 50 ' - 6 " J H 60'-0"60'-0" 50 ' - 6 " 43 5 DN 42" HIGH DOCK WALL 12'X14' GRADE LEVEL DOOR 12'X14' GRADE LEVEL DOOR 9'X10' DOCK LEVEL DOOR- TYP. OF 12 EXTERIOR CONC. LOADING DOCK STAIRS w/ PAINTED METAL HANDRAILS KNOCKOUT PANELS KNOCKOUT PANELS 1 A3.1 3 A3.1 6 A3.1 STOREFRONT SYSTEM PER EXTERIOR ELEVATIONS- TYP. FUTURE 2,000 SF OFFICE SPACE 86'-5" 31 ' - 0 " 9'-6" 5' - 0 " 20 ' - 1 0 " 2 A3.1 33 0 ' - 4 " 3' X 8' PAINTED METAL MAN DOOR- TYP. 2,500 SF OFFICE SPACE 2,500 SF OPEN OFFICE SPACE 42" HIGH DOCK WALL TELEPHONE LADDER FOR ROOF ACCESS 42" LOW WALL 86'-5" 31 ' - 0 " 12 6 ° 13 3 ° 137° 5 A3.1 FULL HEIGHT WALL 9'-0" FULL HEIGHT WALL CANOPY ABOVE w/ METAL CLADDING A 102,400 SF 1ST 2,500 SF MEZZ 104,900 SF TOTAL 52 ' - 0 " Sheet Number Job Number Scale Drawing Date Check By Drawn By 2 0 2 0 S C A A R C H I T E C T U R E A R C H I T E C T U R E 13 2 8 0 E v e n i n g C r e e k D r i v e S o u t h | S u i t e 1 2 5 Sa n D i e g o , C A 9 2 1 2 8 85 8 . 7 9 3 . 4 7 7 7 | s c a - s d . c o m DR21-0007DR PROJECT # SD/Pricing Set Construction Set Plan Check Permit Set Planning Bid Set Issue Dates - - - Revision Dates -CD PROJECT # 1 1st DR COMMENTS 6/21/2021 - - - IR21-0008PREAPP. # H E R I T A G E I N D U S T R I A L C E N T E R H E R I T A G E R O A D C H U L A V I S T A , C A 9 1 9 1 1 2 2ND DR COMMENTS 8/20/2021 BU I L D I N G B - F L O O R P L A N S 3 A3.2 COLUMN- TYP. CANOPY ABOVE w/ METAL CLADDING STOREFRONT SYSTEM PER EXTERIOR ELEVATIONS- TYP. B A C D E 4213 5 6 7 LOBBY CONF ROOM 12' X 19' BREAK IT CLOS JAN. OFFICE 10' x 12' WOMEN'S MEN'S MEN'S WOMEN'S OPEN OFFICE ELEC ROOM 9' X 20' FIRE ROOM OFFICE 10' x 12' 0 16'32'8' 0 16'32'8' 348'-0" 40 ' - 0 " 18 7 ' - 4 " 50 ' - 0 " 60 ' - 0 " 37 ' - 4 " 60 ' - 0 " 62'-0"56'-0"56'-0"56'-0"56'-0"62'-0" 2' - 0 " 2' - 0 " 60 ' - 0 " 4213 5 6 7 348'-0" 62'-0"56'-0"56'-0"56'-0"56'-0"62'-0" 37 ' - 4 " FUTURE 2,000 SF OFFICE SPACE 12'X14' GRADE LEVEL DOOR 12'X14' GRADE LEVEL DOOR 9'X10' DOCK LEVEL DOOR- TYP. OF 8 MAIN ENTRY 1 A3.2 4 A3.2 2 A3.2 EXTERIOR CONC. LOADING DOCK STAIRS w/ PAINTED METAL HANDRAILS DN UP 42" HIGH DOCK WALL 42" HIGH DOCK WALL 3' X 8' PAINTED METAL MAN DOOR- TYP. 2,000 SF OFFICE SPACE 2,000 SF OPEN OFFICE SPACE FIRE CONTROL ROOM ELECT. RM. GAS STUB UP LOCATION 9'-6" 5' - 0 " 20 ' - 0 " TELEPHONE LADDER FOR ROOF ACCESS 36 ' - 2 " 42" LOW WALL 63'-0" 34 ' - 6 " 34 ' - 6 " FULL HEIGHT WALL FULL HEIGHT WALL D E B 53,700 SF 1ST 2,000 SF MEZZ 55,700 SF TOTAL SKYLIGHT ABOVE- TYP. Sheet Number Job Number Scale Drawing Date Check By Drawn By 2 0 2 0 S C A A R C H I T E C T U R E A R C H I T E C T U R E 13 2 8 0 E v e n i n g C r e e k D r i v e S o u t h | S u i t e 1 2 5 Sa n D i e g o , C A 9 2 1 2 8 85 8 . 7 9 3 . 4 7 7 7 | s c a - s d . c o m DR21-0007DR PROJECT # SD/Pricing Set Construction Set Plan Check Permit Set Planning Bid Set Issue Dates - - - Revision Dates -CD PROJECT # 1 1st DR COMMENTS 6/21/2021 - - - IR21-0008PREAPP. # H E R I T A G E I N D U S T R I A L C E N T E R H E R I T A G E R O A D C H U L A V I S T A , C A 9 1 9 1 1 2 2ND DR COMMENTS 8/20/2021 BU I L D I N G C - F L O O R P L A N S 0 16'32'8' 0 16'32'8' 59'-0" 277'-5" 75 ' - 0 " 15 5 ' - 0 " 60 ' - 0 " A C E 4213 5 6 D B 56'-5"56'-0"56'-0"50'-0" 60 ' - 0 " 59'-0" 277'-5" 4213 5 6 56'-5"56'-0"56'-0"50'-0" 3 A3.3 1 A3.3 4 A3.3 2 A3.3 EXTERIOR CONC. LOADING DOCK STAIRS w/ PAINTED METAL HANDRAILS UP SKYLIGHT ABOVE- TYP. COLUMN- TYP. 3' X 8' PAINTED METAL MAN DOOR- TYP. 9'X10' DOCK LEVEL DOOR- TYP. OF 4 12'X14' GRADE LEVEL DOOR DN 2,000 SF OFFICE SPACE 2,000 SF OPEN OFFICE SPACE CANOPY ABOVE w/ METAL CLADDING MAIN ENTRY STOREFRONT SYSTEM PER EXTERIOR ELEVATIONS- TYP. 42" HIGH DOCK WALL FIRE CONTROL ROOM ELECT. RM. GAS STUB UP LOCATION 9'-6" 5' - 0 " 20 ' - 0 " TELEPHONE LADDER FOR ROOF ACCESS 42" LOW WALL FULL HEIGHT WALL 63'-0" 35 ' - 4 " FULL HEIGHT WALL 20 ' - 0 " 63'-0" 35 ' - 4 " E D C 38,600 SF 1ST 2,000 SF MEZZ 40,600 SF TOTAL Sheet Number Job Number Scale Drawing Date Check By Drawn By 2 0 2 0 S C A A R C H I T E C T U R E A R C H I T E C T U R E 13 2 8 0 E v e n i n g C r e e k D r i v e S o u t h | S u i t e 1 2 5 Sa n D i e g o , C A 9 2 1 2 8 85 8 . 7 9 3 . 4 7 7 7 | s c a - s d . c o m DR21-0007DR PROJECT # SD/Pricing Set Construction Set Plan Check Permit Set Planning Bid Set Issue Dates - - - Revision Dates -CD PROJECT # 1 1st DR COMMENTS 6/21/2021 - - - IR21-0008PREAPP. # H E R I T A G E I N D U S T R I A L C E N T E R H E R I T A G E R O A D C H U L A V I S T A , C A 9 1 9 1 1 2 2ND DR COMMENTS 8/20/2021 BU I L D I N G A - R O O F P L A N 0 16'32'8' B A C 4213 5 F J 6 D E G 1.1 H 58'-0" 298'-0" 60'-0"60'-0"60'-0"51'-0" 40 5 ' - 0 " 48 ' - 6 " 48 ' - 0 " 52 ' - 0 " 52 ' - 0 " 52 ' - 0 " 50 ' - 0 " 50 ' - 6 " 1/ 4 " : 1 2 " M I N . S L O P E 1/ 4 " : 1 2 " M I N . S L O P E 1/ 4 " : 1 2 " M I N . S L O P E 1/ 4 " : 1 2 " M I N . S L O P E 1/ 4 " : 1 2 " M I N . S L O P E 1/ 4 " : 1 2 " M I N . S L O P E 1/ 4 " : 1 2 " M I N . S L O P E 1/ 4 " : 1 2 " M I N . S L O P E 1/ 4 " : 1 2 " M I N . S L O P E 1/ 4 " : 1 2 " M I N . S L O P E 1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE 1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE SKYLIGHT- TYP. ROOF HATCH RI D G E RI D G E RI D G E CLASS 'A' 4 PLY BUILT UP ROOF 4 A3.1 1 A3.1 3 A3.1 6 A3.1 2 A3.1 ROOF AREA= REQUIRED SKYLIGHT AREA = x 3% = SF MINIMUM SKYLIGHT SIZE = 4' X 8' (32 SF) TOTAL NUMBER OF SKYLIGHTS REQUIRED FOR DAYLIGHTING = TOTAL NUMBER OF SKYLIGHTS PROVIDED = SKYLIGHT PER CEC SECTION 140.3 (MINIMUM 3% OF ROOF AREA) SOLAR ZONE CALCULATION ROOF HEIGHTS ARE GIVEN ABOVE THE FIRST FLOOR FINISH SLAB ELEVATIONS TO TOP OF ROOF SHEATHING. DENOTES MIN. ROOF SLOPE FLOW LINE 1/4'' / FT. SLOPE T.O.P. 0'-0" 0'-0"ROOF ELEVATION, FINISH FLOOR TO TOP OF ROOF SHEATHING (TYP U.O.N.) TOP OF PARAPET ELEVATION, FINISH FLOOR TO TOP OF PARAPET (TYP U.O.N.) ROOF PLAN LEGEND: ROOF CALCULATIONS: SINGLE CURB MOUNTED SINGE DOME SKYLIGHT WITH SMOKE HATCH AND FALL PROTECTION PER OSHA REQUIREMENTS SF TOTAL ROOF AREA -SF TOTAL REQUIRED SKYLIGHT AREA SF x 15% = SF = REQUIRED SOLAR AREA = PROPOSED SOLAR AREA 102,400 SF 102,400 SF 3072 96 96 102,400 3,072 99,328 14,900 14,900 14,900 SOLAR ZONE 2,980 SF SOLAR ZONE 2,980 SF SOLAR ZONE 2,980 SF SOLAR ZONE 2,980 SF SOLAR ZONE 2,980 SF ROOFTOP MECHANICAL EQUIPMENT (SCREENED FROM VIEW BY PARAPET) 43'-0" T.O.P. 43'-0" T.O.P. 38'-0" T.O.P. 38'-0" T.O.P. 38'-0" T.O.P. 38'-0" T.O.P. 38'-0" T.O.P. 39'-0" T.O.P. 39'-0" T.O.P. 39'-0" T.O.P. 39'-0" T.O.P. 39'-0" T.O.P. 39'-0" T.O.P. 39'-0" T.O.P. 39'-0" T.O.P. 39'-0" T.O.P. 39'-0" T.O.P. 6' - 0 " 4' - 0 " 12'-0" T.O. CANOPY FUTURE ROOFTOP MECHANICAL EQUIPMENT (SCREENED FROM VIEW BY PARAPET) 5 A3.1 9'-0" 12'-0" T.O. CANOPY 52 ' - 0 " Sheet Number Job Number Scale Drawing Date Check By Drawn By 2 0 2 0 S C A A R C H I T E C T U R E A R C H I T E C T U R E 13 2 8 0 E v e n i n g C r e e k D r i v e S o u t h | S u i t e 1 2 5 Sa n D i e g o , C A 9 2 1 2 8 85 8 . 7 9 3 . 4 7 7 7 | s c a - s d . c o m DR21-0007DR PROJECT # SD/Pricing Set Construction Set Plan Check Permit Set Planning Bid Set Issue Dates - - - Revision Dates -CD PROJECT # 1 1st DR COMMENTS 6/21/2021 - - - IR21-0008PREAPP. # H E R I T A G E I N D U S T R I A L C E N T E R H E R I T A G E R O A D C H U L A V I S T A , C A 9 1 9 1 1 2 2ND DR COMMENTS 8/20/2021 BU I L D I N G B - R O O F P L A N SKYLIGHT- TYP. B A C D E 4213 5 6 7 0 16'32'8' 348'-0" 40 ' - 0 " 18 7 ' - 4 " 50 ' - 0 " 60 ' - 0 " 37 ' - 4 " 62'-0"56'-0"56'-0"56'-0"56'-0"62'-0" 1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE 1/ 4 " : 1 2 " M I N . S L O P E 1/ 4 " : 1 2 " M I N . S L O P E RIDGERIDGE ROOF HATCH 1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE 1/4" : 12" MIN. SLOPE 1/ 4 " : 1 2 " M I N . S L O P E 1/ 4 " : 1 2 " M I N . S L O P E 1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE 1/4" : 12" MIN. SLOPE CLASS 'A' 4 PLY BUILT UP ROOF 3 A3.2 1 A3.2 4 A3.2 2 A3.2 ROOF AREA= REQUIRED SKYLIGHT AREA = x 3% = SF MINIMUM SKYLIGHT SIZE = 4' X 8' (32 SF) TOTAL NUMBER OF SKYLIGHTS REQUIRED FOR DAYLIGHTING = TOTAL NUMBER OF SKYLIGHTS PROVIDED = SKYLIGHT PER CEC SECTION 140.3 (MINIMUM 3% OF ROOF AREA) SOLAR ZONE CALCULATION ROOF CALCULATIONS: SF TOTAL ROOF AREA -SF TOTAL REQUIRED SKYLIGHT AREA SF x 15% = SF = REQUIRED SOLAR AREA = PROPOSED SOLAR AREA ROOF HEIGHTS ARE GIVEN ABOVE THE FIRST FLOOR FINISH SLAB ELEVATIONS TO TOP OF ROOF SHEATHING. DENOTES MIN. ROOF SLOPE FLOW LINE 1/4'' / FT. SLOPE T.O.P. 0'-0" 0'-0"ROOF ELEVATION, FINISH FLOOR TO TOP OF ROOF SHEATHING (TYP U.O.N.) TOP OF PARAPET ELEVATION, FINISH FLOOR TO TOP OF PARAPET (TYP U.O.N.) ROOF PLAN LEGEND: SINGLE CURB MOUNTED SINGE DOME SKYLIGHT WITH SMOKE HATCH AND FALL PROTECTION PER OSHA REQUIREMENTS 53,700 SF 53,700 SF 1,611 50 50 53,700 1,611 52,089 7,813 7,813 7,815 SOLAR ZONE 2,605 SF SOLAR ZONE 2,605 SF SOLAR ZONE 2,605 SF 36'-0" T.O.P. 36'-0" T.O.P. 36'-0" T.O.P. 36'-0" T.O.P. 36'-0" T.O.P. 36'-0" T.O.P. 36'-0" T.O.P. 40'-0" T.O.P. 40'-0" T.O.P. 40'-0" T.O.P. 35'-0" T.O.P. 35'-0" T.O.P. 35'-0" T.O.P. 35'-0" T.O.P. FUTURE ROOFTOP MECHANICAL EQUIPMENT (SCREENED FROM VIEW BY PARAPET) ROOFTOP MECHANICAL EQUIPMENT (SCREENED FROM VIEW BY PARAPET) 31'-11" 35'-0" T.O.P. 12'-0" T.O. CANOPY 12'-0" T.O. CANOPY 4'-0" Sheet Number Job Number Scale Drawing Date Check By Drawn By 2 0 2 0 S C A A R C H I T E C T U R E A R C H I T E C T U R E 13 2 8 0 E v e n i n g C r e e k D r i v e S o u t h | S u i t e 1 2 5 Sa n D i e g o , C A 9 2 1 2 8 85 8 . 7 9 3 . 4 7 7 7 | s c a - s d . c o m DR21-0007DR PROJECT # SD/Pricing Set Construction Set Plan Check Permit Set Planning Bid Set Issue Dates - - - Revision Dates -CD PROJECT # 1 1st DR COMMENTS 6/21/2021 - - - IR21-0008PREAPP. # H E R I T A G E I N D U S T R I A L C E N T E R H E R I T A G E R O A D C H U L A V I S T A , C A 9 1 9 1 1 2 2ND DR COMMENTS 8/20/2021 BU I L D I N G C - R O O F P L A N 0 16'32'8' 59'-0" 277'-5" 35 ' - 0 " 15 5 ' - 0 " A C E 4213 5 6 D B 56'-5"56'-0"56'-0"50'-0" 60 ' - 0 " ROOF HATCH CLASS 'A' 4 PLY BUILT UP ROOF 1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE 1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE 1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE 1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE RIDGE 1/ 4 " : 1 2 " M I N . S L O P E 1/ 4 " : 1 2 " M I N . S L O P E 3 A3.3 1 A3.3 4 A3.3 2 A3.3 38,600 SF 38,600 SF 1,158 36 36 38,600 1,158 37,442 5,616 5,616 5,616 ROOF AREA= REQUIRED SKYLIGHT AREA = x 3% = SF MINIMUM SKYLIGHT SIZE = 4' X 8' (32 SF) TOTAL NUMBER OF SKYLIGHTS REQUIRED FOR DAYLIGHTING = TOTAL NUMBER OF SKYLIGHTS PROVIDED = SKYLIGHT PER CEC SECTION 140.3 (MINIMUM 3% OF ROOF AREA) SOLAR ZONE CALCULATION ROOF CALCULATIONS: SF TOTAL ROOF AREA -SF TOTAL REQUIRED SKYLIGHT AREA SF x 15% = SF = REQUIRED SOLAR AREA = PROPOSED SOLAR AREA ROOF HEIGHTS ARE GIVEN ABOVE THE FIRST FLOOR FINISH SLAB ELEVATIONS TO TOP OF ROOF SHEATHING. DENOTES MIN. ROOF SLOPE FLOW LINE 1/4'' / FT. SLOPE T.O.P. 0'-0" 0'-0"ROOF ELEVATION, FINISH FLOOR TO TOP OF ROOF SHEATHING (TYP U.O.N.) TOP OF PARAPET ELEVATION, FINISH FLOOR TO TOP OF PARAPET (TYP U.O.N.) ROOF PLAN LEGEND: SINGLE CURB MOUNTED SINGE DOME SKYLIGHT WITH SMOKE HATCH AND FALL PROTECTION PER OSHA REQUIREMENTS SOLAR ZONE 1,872 SF SOLAR ZONE 1,872 SF SOLAR ZONE 1,872 SF 4'-0" ROOFTOP MECHANICAL EQUIPMENT (SCREENED FROM VIEW BY PARAPET) SKYLIGHT- TYP. 40'-0" T.O.P. 35'-0" T.O.P. 12'-0" T.O. CANOPY 35'-0" T.O.P. 35'-0" T.O.P. 35'-0" T.O.P.35'-0" T.O.P. 40'-0" T.O.P. 36'-0" T.O.P. 36'-0" T.O.P. 36'-0" T.O.P. 36'-0" T.O.P. 31'-7"31'-7" 20 ' - 0 " 40 ' - 0 " 1 2 3 4 5 6 7 8 9 10 11 12 BA C G JDEHF B ACGJDEHF 4 2356 1.1 4213 5 6 BU I L D I N G A - E X T E R I O R E L E V A T I O N S Sheet Number Job Number Scale Drawing Date Check By Drawn By 2 0 2 0 S C A A R C H I T E C T U R E A R C H I T E C T U R E 13 2 8 0 E v e n i n g C r e e k D r i v e S o u t h | S u i t e 1 2 5 Sa n D i e g o , C A 9 2 1 2 8 85 8 . 7 9 3 . 4 7 7 7 | s c a - s d . c o m DR21-0007DR PROJECT # SD/Pricing Set Construction Set Plan Check Permit Set Planning Bid Set Issue Dates - - - Revision Dates -CD PROJECT # 1 1st DR COMMENTS 6/21/2021 - - - IR21-0008PREAPP. # H E R I T A G E I N D U S T R I A L C E N T E R H E R I T A G E R O A D C H U L A V I S T A , C A 9 1 9 1 1 2 2ND DR COMMENTS 8/20/2021 +39'-0" +/-0''-0" +43'-0" +/-0''-0" +39'-0" +/-0''-0" +40'-0" +/-0''-0" +38'-0" +39'-0" +/-0''-0" +43'-0" +38'-0" T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 1 2 3 TYP.TYP. 3 TYP. 4 TYP. 4 TYP. 5 6 TYP. 8 TYP. 1 3 TYP.TYP. 4 TYP. 3 TYP. 4 TYP. 3 TYP. 4 TYP. 3 TYP. 1 TYP. 4 TYP. 3 1 TYP.TYP. 4 TYP. 1 TYP. 3 TYP. 3 TYP. 1 SCALE: 1/16" = 1'-0" 0 16'32'8'2 SCALE: 1/16" = 1'-0" 0 16'32'8' 3 SCALE: 1/16" = 1'-0" 0 16'32'8' 4 SCALE: 1/16" = 1'-0" 0 16'32'8' 6 SCALE: 1/16" = 1'-0" 0 16'32'8' CONCRETE TILT-UP PANEL JOINT ALUMINUM STOREFRONT DOOR STOREFRONT GLAZING: 1/4" VISTACOOL PACIFICA + 1/2" AIR SPACE + 1/4" SOLARBAN 90 VT IN FULLY CAPTURED 2"x4 1/2" FRONT SET GLAZED ALUMINUM MULLION SYSTEM. COLOR: DURANAR UC106683F SUNSTROM GALAXY SILVER *APPLIES TO ALL WINDOWS U.N.O. 3/4" 'V' GROOVE REVEAL IN CONCRETE TILT-UP PANEL ALUMINUM STOREFRONT SYSTEM- 2" X 4 1/2" FRONT SET CAPTURED HORIZONTAL AND PERIMETER. BUTT GLAZED VERTICAL CANOPY W/ PREFINISHED ALUMINUM CLADDING PANELS. PPG DURANAR SUNSTROM GALAXY SILVER UC106683F TEMPEREDT = VISION GLASS 1/4" VISTACOOL PACIFICA OVER PAINTED CONCRETE 9'X10' ALUMINUM DOCK LEVEL ROLL-UP DOOR WITH WINDOW PANE BUTT GLAZED WINDOW JOINT TYP. PAINTED CONCRETE TILT-UP PANEL FIELD COLOR: SW 6000 SNOWFALL PAINTED CONCRETE TILT-UP PANEL ACCENT COLOR #1: SW 9163 TIN LIZZIE PAINTED CONCRETE TILT-UP PANEL ACCENT COLOR #2: SW 7068 GRIZZLE GRAY 12'X14' ALUMINUM ROLL-UP GRADE LEVEL DOOR WITH WINDOW PANE KNOCK OUT PANEL 1 2 3 4 5 6 7 8 9 ELEVATION KEY NOTES: MATERIAL SCHEDULE: NOT ALL KEYNOTES ARE USED ON THIS SHEET 3' X 8' PAINTED METAL MAN DOOR10 EXTERIOR CONC. LOADING DOCK STAIRS w/ PAINTED METAL HANDRAILS11 ROOF OVERFLOW THROUGH WALL SCUPPER12 WALL MOUNTED LIGHT FIXTURE13 T T T T T T 10 TYP. 11 TYP. +43'-0" +/-0''-0" +38'-0" T T 7 TYP. 9 9 9 9 9 9 9 9 9 9 12 TYP. 13 TYP. 13 TYP. 9' - 8 " 35 ' - 0 " T Y P . 35 ' - 0 " T Y P . CL CL 35 ' - 0 " T Y P . CL CL 5 SCALE: 1/16" = 1'-0" 5 5 5 10 TYP. 10 TYP. 10 TYP. 4213 5 6 7 BU I L D I N G B - E X T E R I O R E L E V A T I O N S Sheet Number Job Number Scale Drawing Date Check By Drawn By 2 0 2 0 S C A A R C H I T E C T U R E A R C H I T E C T U R E 13 2 8 0 E v e n i n g C r e e k D r i v e S o u t h | S u i t e 1 2 5 Sa n D i e g o , C A 9 2 1 2 8 85 8 . 7 9 3 . 4 7 7 7 | s c a - s d . c o m DR21-0007DR PROJECT # SD/Pricing Set Construction Set Plan Check Permit Set Planning Bid Set Issue Dates - - - Revision Dates -CD PROJECT # 1 1st DR COMMENTS 6/21/2021 - - - IR21-0008PREAPP. # H E R I T A G E I N D U S T R I A L C E N T E R H E R I T A G E R O A D C H U L A V I S T A , C A 9 1 9 1 1 2 2ND DR COMMENTS 8/20/2021 0 16'32'8' 0 16'32'8' 0 16'32'8' 0 16'32'8' CONCRETE TILT-UP PANEL JOINT ALUMINUM STOREFRONT DOOR STOREFRONT GLAZING: 1/4" VISTACOOL PACIFICA + 1/2" AIR SPACE + 1/4" SOLARBAN 90 VT IN FULLY CAPTURED 2"x4 1/2" FRONT SET GLAZED ALUMINUM MULLION SYSTEM. COLOR: DURANAR UC106683F SUNSTROM GALAXY SILVER *APPLIES TO ALL WINDOWS U.N.O. 3/4" 'V' GROOVE REVEAL IN CONCRETE TILT-UP PANEL ALUMINUM STOREFRONT SYSTEM- 2" X 4 1/2" FRONT SET CAPTURED HORIZONTAL AND PERIMETER. BUTT GLAZED VERTICAL CANOPY W/ PREFINISHED ALUMINUM CLADDING PANELS. PPG DURANAR SUNSTROM GALAXY SILVER UC106683F TEMPEREDT = VISION GLASS 1/4" VISTACOOL PACIFICA OVER PAINTED CONCRETE 9'X10' ALUMINUM DOCK LEVEL ROLL-UP DOOR WITH WINDOW PANE BUTT GLAZED WINDOW JOINT TYP. PAINTED CONCRETE TILT-UP PANEL FIELD COLOR: SW 6000 SNOWFALL PAINTED CONCRETE TILT-UP PANEL ACCENT COLOR #1: SW 9163 TIN LIZZIE PAINTED CONCRETE TILT-UP PANEL ACCENT COLOR #2: SW 7068 GRIZZLE GRAY 12'X14' ALUMINUM ROLL-UP GRADE LEVEL DOOR WITH WINDOW PANE KNOCK OUT PANEL 1 2 3 4 5 6 7 8 9 ELEVATION KEY NOTES: MATERIAL SCHEDULE: NOT ALL KEYNOTES ARE USED ON THIS SHEET 3' X 8' PAINTED METAL MAN DOOR10 EXTERIOR CONC. LOADING DOCK STAIRS w/ PAINTED METAL HANDRAILS11 ROOF OVERFLOW THROUGH WALL SCUPPER12 WALL MOUNTED LIGHT FIXTURE13 +40'-0" +/-0''-0" +36'-0" +/-0''-0" +36'-0" +/-0''-0" +36'-0" +/-0''-0" +35'-0" +/-0''-0" +40'-0" +/-0''-0" +35'-0" -4''-0"-4''-0" +40'-0" +35'-0" +36'-0" +/-0''-0"+/-0''-0" +40'-0" +35'-0" BA C D E B ACDE 4 2 13567 1 2 3 4 5 6 7 8 1 SCALE: 1/16" = 1'-0" 2 SCALE: 1/16" = 1'-0" 3 SCALE: 1/16" = 1'-0" 4 SCALE: 1/16" = 1'-0" 1 2 3 TYP.TYP. 3 TYP. 4 TYP. 4 TYP. 57 TYP. 1 TYP. 4 TYP. 1 TYP. 3 TYP. 4 TYP. 3 TYP. 1 TYP. 4 TYP. 3 TYP. 6 TYP. 88 1 TYP. 4 TYP. 4 TYP. 3 TYP. T T T T T T T T TTTT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TTTTTT TTT TTT 10 TYP. 11 TYP. TYP. 12 TYP. 13 TYP. 13 TYP. 31 ' - 0 " T Y P . CL 31 ' - 0 " T Y P . CL 5' - 0 " 5' - 0 " 5' - 0 " BU I L D I N G B - E X T E R I O R E L E V A T I O N S 5 TYP. 5 TYP. 9 9 1 2 3 4 4 2 1356 4213 5 6 A C EDB ACECB BU I L D I N G C - E X T E R I O R E L E V A T I O N S Sheet Number Job Number Scale Drawing Date Check By Drawn By 2 0 2 0 S C A A R C H I T E C T U R E A R C H I T E C T U R E 13 2 8 0 E v e n i n g C r e e k D r i v e S o u t h | S u i t e 1 2 5 Sa n D i e g o , C A 9 2 1 2 8 85 8 . 7 9 3 . 4 7 7 7 | s c a - s d . c o m DR21-0007DR PROJECT # SD/Pricing Set Construction Set Plan Check Permit Set Planning Bid Set Issue Dates - - - Revision Dates -CD PROJECT # 1 1st DR COMMENTS 6/21/2021 - - - IR21-0008PREAPP. # H E R I T A G E I N D U S T R I A L C E N T E R H E R I T A G E R O A D C H U L A V I S T A , C A 9 1 9 1 1 2 2ND DR COMMENTS 8/20/2021 0 16'32'8' 0 16'32'8' 0 16'32'8' 0 16'32'8' CONCRETE TILT-UP PANEL JOINT ALUMINUM STOREFRONT DOOR STOREFRONT GLAZING: 1/4" VISTACOOL PACIFICA + 1/2" AIR SPACE + 1/4" SOLARBAN 90 VT IN FULLY CAPTURED 2"x4 1/2" FRONT SET GLAZED ALUMINUM MULLION SYSTEM. COLOR: DURANAR UC106683F SUNSTROM GALAXY SILVER *APPLIES TO ALL WINDOWS U.N.O. 3/4" 'V' GROOVE REVEAL IN CONCRETE TILT-UP PANEL ALUMINUM STOREFRONT SYSTEM- 2" X 4 1/2" FRONT SET CAPTURED HORIZONTAL AND PERIMETER. BUTT GLAZED VERTICAL CANOPY W/ PREFINISHED ALUMINUM CLADDING PANELS. PPG DURANAR SUNSTROM GALAXY SILVER UC106683F TEMPEREDT = VISION GLASS 1/4" VISTACOOL PACIFICA OVER PAINTED CONCRETE 9'X10' ALUMINUM DOCK LEVEL ROLL-UP DOOR WITH WINDOW PANE BUTT GLAZED WINDOW JOINT TYP. PAINTED CONCRETE TILT-UP PANEL FIELD COLOR: SW 6000 SNOWFALL PAINTED CONCRETE TILT-UP PANEL ACCENT COLOR #1: SW 9163 TIN LIZZIE PAINTED CONCRETE TILT-UP PANEL ACCENT COLOR #2: SW 7068 GRIZZLE GRAY 12'X14' ALUMINUM ROLL-UP GRADE LEVEL DOOR WITH WINDOW PANE KNOCK OUT PANEL 1 2 3 4 5 6 7 8 9 ELEVATION KEY NOTES: MATERIAL SCHEDULE: NOT ALL KEYNOTES ARE USED ON THIS SHEET 3' X 8' PAINTED METAL MAN DOOR10 EXTERIOR CONC. LOADING DOCK STAIRS w/ PAINTED METAL HANDRAILS11 ROOF OVERFLOW THROUGH WALL SCUPPER12 WALL MOUNTED LIGHT FIXTURE13 1 SCALE: 1/16" = 1'-0" 2 SCALE: 1/16" = 1'-0" 3 SCALE: 1/16" = 1'-0" 4 SCALE: 1/16" = 1'-0" +40'-0" +/-0''-0" +36'-0" +/-0''-0" +36'-0" +/-0''-0" +36'-0" +/-0''-0" +40'-0" +/-0''-0" +36'-0" +/-0''-0" -4''-0" +36'-0" +/-0''-0" +35'-0" +35'-0" 1 2 3 TYP.TYP. 3 TYP. 3 TYP. 4 TYP. 57 TYP. 1 TYP. 1 TYP. 3 TYP. 4 TYP. 3 TYP. 1 TYP. 4 TYP. 3 TYP. 6 TYP. 8 1 TYP. 3 TYP. 3 TYP. 4 TYP. T T T T T T T T T TTTTTTT T T T T T T T T T T T T T T T 10 TYP. 11 12 TYP. 13 TYP. 10 TYP. 31 ' - 0 " T Y P . CL 1' - 0 " 5' - 0 " Sheet Number Job Number Scale Check By Drawn By E S C A Y A 2 0 2 0 S C A A R C H I T E C T U R E A R C H I T E C T U R E 13 2 8 0 E v e n i n g C r e e k D r i v e S o u t h | S u i t e 1 2 5 Sa n D i e g o , C A 9 2 1 2 8 85 8 . 7 9 3 . 4 7 7 7 | s c a - s d . c o m H E R I T A G E R O A D C H U L A V I S T A , C A 9 1 9 1 1 10807 Thornmint Rd, Suite 200 San Diego, CA 92127 p: 858.673.4445 www.mpeconsulting.com E1.1 Drawing Date -DR PROJECT # SD/Pricing Set Construction Set Plan Check Permit Set Planning Bid Set Issue Dates - - - Revision Dates -CD PROJECT # 1 1st DR COMMENTS 6/21/2021 - - - IR21-0008PREAPP. # AV E N I D A E S C A Y A HERITAGE ROAD EV CHA R G I N G CLEAN A I R / CARPO O L / E V EV CHA R G I N G EV CHA R G I N G EV CHA R G I N G EV CHA R G I N G EV CHA R G I N G CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E VCLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V USPS MAILBOX US P S MAILBOX CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV EV CHARGING EV CHARGING EV CHARGING MAILBOX US P S EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EVCLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EVCLEAN AIR / CARPOOL / EV EV CHA R G I N G EV CHA R G I N G EV CHARGING EV CHARGING EV CHARGING A 105,200 sf 1st 2,500 sf Mezz 107,700 sf Total parking: warehouse 102,700 sf (1/1,000)103 office 5,000 sf (1/300) 17 total required 120 total provided 138 (1.28/1,000) 2,50 0 s f M e z z over 2 , 5 0 0 s f Offic e o n 1 s t C 38,600 sf 1st 2,000 sf Mezz 40,600 sf Total parking: warehouse 36,600 sf (1/1,000)37 office 4,000 sf (1/300) 14 total required 51 total provided 64 (1.58/1,000) 2,000sf Mezz over 2,000sf Office on 1st B 53,700 sf 1st 2,000 sf Mezz 55,700 sf Total parking: warehouse 49,700 sf (1/1,000)50 office 6,000 sf (1/300) 20 total required 70 total provided 95 (1.71/1,000) 2,000sf Mezz over 2,000sf Office on 1st Future 2,000sf Office on 1st Future 2,000sf Office on 1st Sheet Number Job Number Scale Check By Drawn By E S C A Y A 2 0 2 0 S C A A R C H I T E C T U R E A R C H I T E C T U R E 13 2 8 0 E v e n i n g C r e e k D r i v e S o u t h | S u i t e 1 2 5 Sa n D i e g o , C A 9 2 1 2 8 85 8 . 7 9 3 . 4 7 7 7 | s c a - s d . c o m H E R I T A G E R O A D C H U L A V I S T A , C A 9 1 9 1 1 10807 Thornmint Rd, Suite 200 San Diego, CA 92127 p: 858.673.4445 www.mpeconsulting.com E2.1 Drawing Date -DR PROJECT # SD/Pricing Set Construction Set Plan Check Permit Set Planning Bid Set Issue Dates - - - Revision Dates -CD PROJECT # 1 1st DR COMMENTS 6/21/2021 - - - IR21-0008PREAPP. # AV E N I D A E S C A Y A HERITAGE ROAD EV CHA R G I N G CLEAN A I R / CARPO O L / E V EV CHA R G I N G EV CHA R G I N G EV CHA R G I N G EV CHA R G I N G EV CHA R G I N G CLEAN A I R / CARPO O L / E VCLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E VCLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E VCLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V USPS MAILBOX US P S MAILBOX CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV EV CHARGING EV CHARGING EV CHARGING MAILBOX US P S EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EVCLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EVCLEAN AIR / CARPOOL / EV EV CHA R G I N G EV CHA R G I N G EV CHARGING EV CHARGING EV CHARGING A 105,200 sf 1st 2,500 sf Mezz 107,700 sf Total parking: warehouse 102,700 sf (1/1,000)103 office 5,000 sf (1/300) 17 total required 120 total provided 138 (1.28/1,000) 2,500 s f M e z z over 2 , 5 0 0 s f Offic e o n 1 s t C 38,600 sf 1st 2,000 sf Mezz 40,600 sf Total parking: warehouse 36,600 sf (1/1,000)37 office 4,000 sf (1/300) 14 total required 51 total provided 64 (1.58/1,000) 2,000sf Mezz over 2,000sf Office on 1st B 53,700 sf 1st 2,000 sf Mezz 55,700 sf Total parking: warehouse 49,700 sf (1/1,000)50 office 6,000 sf (1/300) 20 total required 70 total provided 95 (1.71/1,000) 2,000sf Mezz over 2,000sf Office on 1st Future 2,000sf Office on 1st Future 2,000sf Office on 1st 3.2 3.4 3.4 4.8 5.1 5.2 5.4 5.2 4.9 4.4 4.1 4.1 4.1 4.0 4.0 4.1 5.1 5.8 6.3 6.3 6.2 6.2 5.9 5.5 5.2 5.0 5.0 5.0 5.2 5.4 5.5 5.5 5.6 5.8 5.9 5.8 5.6 5.2 5.0 4.4 5.5 5.7 6.3 6.1 6.3 6.5 6.5 6.5 6.3 6.2 6.3 6.7 6.6 6.3 5.8 5.9 6.2 6.0 5.8 5.4 5.1 4.7 4.6 4.1 3.7 3.6 2.2 2.8 3.6 4.0 4.5 5.0 5.7 6.3 6.7 7.0 7.4 7.6 7.4 7.3 6.8 6.2 5.5 5.2 4.9 4.3 4.3 3.5 3.6 3.0 3.1 3.0 3.0 3.2 3.4 3.7 4.0 4.3 0.9 1.4 2.0 2.6 3.1 3.6 4.1 4.8 5.8 6.8 6.8 7.3 7.4 7.8 7.1 6.5 5.2 4.2 3.7 3.3 2.9 2.5 2.2 1.9 1.6 1.6 1.5 1.8 2.1 2.4 2.9 3.5 3.7 4.0 4.1 4.1 3.9 0.7 1.1 1.5 1.9 2.3 2.8 3.3 3.9 4.5 5.2 5.5 6.2 5.7 5.8 4.9 4.5 3.8 3.1 2.7 2.3 2.0 1.7 1.4 1.2 1.1 1.0 1.0 1.2 1.3 1.4 1.6 2.0 2.1 2.7 2.3 2.8 2.5 2.7 2.6 2.7 2.7 0.3 0.5 0.7 1.0 1.2 1.5 1.7 1.9 2.1 2.8 3.1 3.8 3.8 3.9 3.5 3.2 2.5 1.9 1.7 1.6 1.5 1.3 1.1 0.9 0.7 0.6 0.7 0.6 0.7 0.7 0.6 0.5 0.6 0.7 0.9 1.0 1.1 1.1 1.3 1.5 1.9 2.3 2.5 2.8 3.2 3.6 0.2 0.3 0.4 0.6 0.7 0.8 0.9 0.9 1.1 1.3 1.3 1.6 1.5 1.7 1.4 1.4 1.2 1.1 1.0 1.0 0.9 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.5 0.6 0.5 0.6 0.6 0.6 0.7 0.7 0.8 0.9 1.0 1.2 1.4 1.7 2.0 2.4 2.9 3.4 3.8 4.1 4.4 4.5 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.3 0.4 0.5 0.5 0.5 0.4 0.3 0.3 0.3 0.4 0.6 0.7 0.8 0.9 0.9 0.9 0.9 0.9 1.0 0.9 0.9 0.9 1.0 0.9 1.0 1.0 1.1 1.1 1.2 1.3 1.3 1.4 1.5 1.6 1.8 2.1 2.7 3.2 3.6 3.9 4.0 4.1 4.1 4.0 3.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.5 0.7 0.9 1.2 1.3 1.4 1.5 1.6 1.6 1.5 1.5 1.6 1.6 1.5 1.7 1.7 1.6 1.6 1.6 1.6 1.5 1.3 1.3 1.2 1.2 1.3 1.5 1.6 1.9 2.1 2.3 2.3 2.6 2.8 2.9 3.0 3.3 3.6 3.9 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.6 0.8 1.2 1.5 1.7 1.9 2.2 2.5 2.7 2.6 2.5 2.5 2.5 2.5 2.7 2.5 2.2 2.0 1.8 1.7 1.5 1.2 0.9 0.7 0.5 0.4 0.4 0.5 0.7 0.8 1.0 1.1 1.3 1.4 1.7 2.1 2.6 3.1 3.5 3.9 4.1 4.3 4.2 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.5 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.6 0.9 1.2 1.5 1.8 2.1 2.5 3.0 3.4 3.8 3.6 3.5 3.6 3.8 3.5 3.2 2.6 2.2 1.9 1.7 1.3 0.9 0.6 0.5 0.3 0.3 0.2 0.3 0.3 0.4 0.5 0.7 0.9 1.0 1.2 1.5 1.6 2.0 2.6 3.1 3.5 3.6 3.6 3.3 3.1 2.6 2.1 1.4 1.4 1.2 1.3 1.3 1.3 1.3 1.4 1.3 1.3 1.2 1.1 1.0 0.8 0.6 0.4 0.3 0.3 0.2 0.2 0.3 0.4 0.6 0.8 1.0 1.2 1.5 1.9 2.3 2.9 3.3 3.7 4.0 4.2 4.0 3.8 3.4 3.0 2.4 2.0 1.6 1.3 1.0 0.8 0.6 0.4 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.6 0.7 0.8 0.9 1.0 1.1 1.3 1.4 1.7 1.7 1.9 1.7 1.8 1.8 1.7 1.7 1.7 2.2 2.3 2.1 2.2 2.2 2.1 2.2 2.3 2.2 1.9 1.7 1.6 1.5 1.1 0.8 0.6 0.4 0.3 0.3 0.3 0.3 0.4 1.2 1.4 1.6 2.0 2.6 2.8 3.4 3.2 3.4 2.9 2.7 2.1 1.7 1.4 1.2 1.0 0.8 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.3 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.8 1.0 1.1 1.3 1.5 1.7 1.8 1.9 2.7 3.2 3.5 3.5 3.4 3.3 3.4 3.7 3.5 3.1 2.6 2.3 2.0 1.8 1.4 1.0 0.8 0.6 0.5 0.4 0.4 0.4 0.4 1.1 1.1 1.4 1.3 1.5 1.2 1.2 1.1 1.0 0.9 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.9 1.2 1.5 1.7 1.9 2.2 2.5 2.8 2.7 2.6 2.8 3.3 3.8 4.2 4.5 4.7 4.5 4.3 3.9 3.5 3.0 2.7 2.3 1.9 1.7 1.4 1.2 1.0 0.9 0.8 0.7 0.6 0.5 0.5 0.5 0.5 0.5 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.9 1.2 1.5 1.8 2.1 2.5 3.0 3.4 3.8 3.6 3.6 3.6 3.0 3.7 4.1 4.7 4.9 4.9 4.6 4.3 3.6 3.1 2.8 2.6 2.4 2.1 2.0 1.9 1.7 1.5 1.4 1.3 1.1 0.7 0.8 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.8 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.2 0.2 0.3 0.4 0.5 0.7 1.0 1.2 1.5 1.8 2.2 2.8 3.3 3.7 3.9 4.2 4.0 3.7 3.3 2.6 3.0 3.8 3.8 4.1 3.9 4.1 3.9 3.7 3.5 3.5 3.3 3.0 3.1 2.9 2.7 2.4 2.1 1.9 1.7 1.5 1.7 1.7 1.8 1.6 1.7 1.7 1.6 1.7 1.8 1.7 1.6 1.5 1.4 1.3 1.0 0.7 0.5 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.5 0.6 0.8 0.9 1.2 1.4 1.5 1.9 2.4 2.6 3.3 3.0 3.3 2.7 2.5 2.0 1.6 1.6 2.2 2.8 3.2 3.5 3.7 4.1 4.4 4.7 4.6 4.6 4.5 4.4 4.7 4.4 3.9 3.3 2.9 2.6 2.2 2.0 2.4 2.7 2.9 2.7 2.7 2.8 2.7 2.9 2.9 2.7 2.3 2.0 1.8 1.6 1.3 0.9 0.7 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.8 0.8 0.9 1.0 1.0 1.2 1.1 1.3 1.0 1.0 0.9 0.8 0.8 0.7 2.0 2.6 3.1 3.5 4.1 4.6 5.1 5.4 5.7 5.9 5.9 5.7 5.6 5.2 4.6 3.9 3.4 2.9 1.9 2.3 2.7 3.3 3.7 4.0 4.0 4.0 4.0 4.2 3.8 3.4 2.9 2.5 2.3 1.9 1.6 1.3 1.0 0.8 0.7 0.6 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.3 0.4 0.3 0.2 0.2 0.1 0.1 0.2 0.2 0.2 2.0 2.5 2.9 3.4 4.0 4.8 5.8 6.3 6.4 6.6 6.6 6.6 6.4 5.7 4.5 3.7 3.3 2.8 1.6 2.0 2.5 3.1 3.7 4.1 4.5 4.8 4.7 4.5 4.2 3.7 3.1 2.7 2.4 2.1 1.9 1.7 1.5 1.3 1.2 1.1 1.0 0.9 0.8 0.7 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 2.1 2.6 3.1 3.6 4.3 5.0 5.6 5.8 6.1 5.9 6.0 5.2 4.7 3.9 3.3 2.8 1.2 1.4 1.7 2.2 2.8 3.2 3.9 4.0 4.4 3.9 3.8 3.5 3.2 3.1 2.8 2.7 2.6 2.3 2.3 2.2 2.1 2.0 1.8 1.7 1.5 1.3 0.9 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1.5 1.8 2.1 2.4 2.9 3.6 4.0 4.4 4.7 4.5 4.1 3.8 3.1 2.3 2.1 1.9 0.7 0.8 0.9 1.1 1.3 1.6 2.1 2.4 2.7 2.6 2.9 3.2 3.6 3.8 3.5 3.6 3.6 3.5 3.7 3.6 3.3 2.9 2.6 2.4 2.2 1.8 1.5 1.3 1.1 0.9 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 1.1 1.2 1.4 1.7 2.1 2.3 2.9 2.5 3.0 2.4 2.2 1.8 1.4 1.3 1.1 0.2 0.2 0.3 0.4 0.6 0.9 1.2 1.6 2.0 2.2 2.5 3.0 3.6 4.1 4.5 4.7 4.9 5.0 5.0 4.7 4.3 3.8 3.3 3.0 2.8 2.4 2.0 1.9 1.7 1.6 1.4 1.3 1.2 1.0 0.8 0.6 0.6 0.5 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.7 0.8 0.9 0.9 0.7 0.6 0.6 0.6 0.6 0.6 0.1 0.1 0.2 0.3 0.5 0.7 0.9 1.2 1.4 1.8 2.1 2.7 3.4 4.0 4.6 5.1 5.5 5.4 5.3 5.1 4.8 4.4 4.0 3.6 3.4 3.1 2.8 2.8 2.6 2.3 2.0 1.7 1.6 1.4 1.1 0.9 0.8 0.8 0.9 1.1 1.2 1.3 1.3 1.4 1.4 1.3 1.3 1.3 1.3 1.3 1.4 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.5 0.7 0.8 1.0 1.3 1.5 1.8 2.4 3.0 3.6 4.1 4.4 4.7 4.5 4.5 4.6 4.7 4.8 4.4 4.1 4.0 4.0 3.8 3.4 2.8 2.3 2.0 1.7 1.5 1.1 0.9 0.9 1.0 1.2 1.5 1.6 1.7 1.9 2.2 2.3 2.3 2.1 2.2 2.2 2.1 2.3 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.8 0.8 0.9 1.1 1.3 1.6 2.0 2.3 2.5 2.7 3.2 3.6 3.9 4.3 4.6 4.7 4.4 4.1 3.6 3.2 1.8 1.5 1.2 1.0 0.9 0.9 1.0 1.3 1.6 1.8 2.0 2.4 2.8 3.3 3.6 3.3 3.2 3.3 3.4 3.5 1.1 1.1 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.0 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.6 0.8 1.1 1.2 1.5 1.6 1.8 2.2 2.9 3.2 3.7 3.7 3.8 3.3 3.1 2.4 0.8 0.8 0.9 1.1 1.4 1.7 2.0 2.4 2.8 3.3 3.7 4.0 4.2 4.2 4.0 1.7 1.9 1.9 1.9 1.8 1.9 1.8 1.8 1.9 1.9 1.8 1.6 1.5 0.1 0.1 0.2 0.3 0.5 0.6 0.7 0.9 1.0 1.0 1.2 1.4 1.4 1.8 1.6 1.9 1.5 1.5 1.3 1.0 1.2 1.5 1.7 2.0 2.4 3.1 3.5 3.9 4.0 4.0 3.7 2.3 2.7 3.0 3.1 2.9 2.9 2.9 3.0 3.1 2.9 2.5 2.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.3 0.4 0.5 0.5 0.5 0.4 0.3 1.0 1.2 1.5 1.7 1.8 2.0 2.3 2.4 2.6 2.6 2.7 2.5 3.1 3.5 3.9 4.0 4.1 4.0 4.0 3.7 3.2 2.7 2.3 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1.4 1.5 1.6 1.7 1.6 1.8 1.8 1.9 2.0 2.0 1.8 3.0 3.6 4.0 4.3 4.5 4.3 4.1 3.8 3.3 2.5 0.0 0.0 0.0 0.1 0.1 1.6 1.8 2.0 2.3 2.5 2.6 2.4 2.5 2.5 2.9 3.1 3.7 3.3 3.7 3.2 3.1 2.7 2.3 0.0 0.0 0.0 0.0 2.0 2.4 2.9 3.3 3.7 3.5 3.4 3.4 2.1 2.3 2.5 2.4 2.5 2.4 2.3 2.1 2.0 2.0 2.3 2.8 3.3 3.7 4.0 4.3 4.2 2.9 3.0 2.9 3.1 3.0 2.7 2.2 1.9 1.8 2.0 2.3 3.0 3.4 3.8 3.9 3.8 3.8 3.8 3.8 3.8 3.4 2.9 2.4 1.7 1.8 2.0 2.1 2.2 2.5 2.4 4.1 3.9 3.6 3.2 2.6 2.0 1.8 1.8 1.8 1.7 1.9 2.0 1.9 2. 2.9 2.4 2.1 1.7 1.4 2.4 2.7 2.8 2.6 2.7 2.7 2.6 1.0 0.9 0.8 0.8 0.8 2.7 3.3 3.6 3.8 3.6 3.6 0.6 0.6 0.6 0.5 0.5 2.0 2.5 3.1 3.5 3.8 4.1 4.1 1.0 1.0 0.9 0.9 1.4 1.7 2.1 2.6 2.9 3.1 3.1 1.6 1.6 1.6 1.5 0.8 0.8 0.9 1.0 1.1 1.2 1.2 2.6 2.5 2.6 0.2 0.2 0.2 0.3 0.4 0.4 3.6 3.6 3.8 0.5 0.4 0.5 0.5 0.5 0.5 0.5 4.0 3.7 0.9 0.9 0.9 0.9 0.9 0.9 1.0 3.3 2.7 1.7 1.6 1.5 1.6 1.6 1.5 1.7 1.2 1.0 1.0 0.9 2.7 2.7 2.5 2.6 2.6 2.5 0.3 0.2 0.2 3.4 3.7 3.7 3.6 3.6 3.8 0.3 0.3 0.2 2.7 3.2 3.6 3.9 4.2 4.1 3.8 0.6 0.6 0.6 0.6 2.0 2.5 2.8 3.4 3.2 3.4 1.1 1.1 1.2 1.1 1.3 1.4 1.5 1.5 1.8 1.8 1.8 1.9 1.9 1.8 1.3 1.3 1.4 1.3 1.4 1.5 1.5 2.9 2.9 2.9 1.8 2.0 2.1 2.1 2.0 2.1 2.0 3.9 4.0 3.9 2.3 2.8 3.2 3.3 3.0 3.0 3.0 3.9 3.7 2.4 2.9 3.3 3.7 3.9 4.1 2.2 2.6 2.0 1.9 1.3 1.6 1.8 2.4 3.1 3.4 3.7 3.9 0.8 0.7 0.6 0.5 1.0 1.1 1.2 1.5 1.8 1.9 2.5 2.1 0.2 0.2 0.1 0.5 0.5 0.5 0.4 0.5 0.6 0.7 0.8 0.1 0.1 0.1 0.1 0.3 0.3 0.4 0.3 0.4 0.4 0.5 0.4 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 1.3 1.3 1.2 1.3 1.3 1.2 1.2 1.3 0.3 0.4 0.6 0.7 0.8 0.9 0.9 1.0 1.0 1.0 1.0 1.0 1.0 2.2 2.2 2.1 2.1 2.1 2.1 2.2 2.2 0.5 0.7 1.0 1.3 1.5 1.6 1.8 1.9 2.0 1.9 1.9 2.0 2.0 1.9 2.0 2.1 2.1 2.0 3.1 3.4 3.3 3.2 3.2 3.2 3.5 3.3 1.1 1.5 2.0 2.3 2.5 2.8 3.2 3.4 3.5 3.4 3.5 3.6 3.5 3.9 3.8 3.7 3.4 3.1 2.9 2.6 2.1 3.1 3.5 3.9 4.1 4.2 4.0 3.7 3.3 1.3 1.9 2.6 3.0 3.3 3.8 4.4 4.9 5.2 5.3 5.3 5.4 5.7 6.1 5.9 5.5 4.9 4.6 4.3 3.7 3.0 2.5 2.2 1.8 1.7 2.6 3.2 3.4 3.7 3.7 3.7 3.3 1.5 2.1 2.6 3.1 3.6 4.3 5.1 5.9 6.3 6.7 7.2 7.4 7.5 7.7 7.4 6.8 6.2 5.8 5.4 4.9 4.2 3.8 3.4 3.0 3.0 2.9 2.8 2.6 1.5 1.8 1.8 2.2 1.9 2.2 1.7 1.9 2.5 3.0 3.5 4.1 5.0 6.0 7.0 7.2 7.6 8.0 8.7 8.5 8.1 7.2 6.8 6.8 6.8 6.4 5.8 5.4 5.1 4.8 5.2 4.9 4.6 4.1 3.7 3.4 3.0 0.4 0.5 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0.6 0.6 0.6 0.6 0.6 0.6 0.6 2.5 3.0 2.8 2.9 2.5 2.6 2.3 2.1 2.0 1.8 1.1 1.1 1.1 1.1 1.2 1.1 1.1 1.1 1.0 2.2 2.4 2.4 2.3 2.2 2.2 2.1 2.0 1.9 1.8 1.9 1.9 1.8 2.0 2.0 1.9 1.8 1.6 1.5 3.2 3.1 3.1 3.0 3.3 3.2 2.8 2.4 2.0 1.8 3.2 3.2 3.2 3.5 3.3 2.9 2.6 2.3 2.1 3.9 3.9 4.1 3.9 3.8 3.4 3.0 2.5 2.1 1.7 4.6 4.7 4.7 4.5 4.1 3.7 3.2 2.8 2.5 3.5 3.8 4.0 3.8 3.5 3.2 2.5 1.9 1.6 1.4 5.1 5.2 5.2 5.0 4.6 3.9 3.2 3.1 2.8 2.1 2.6 2.2 2.6 2.0 2.0 1.6 1.3 1.2 1.0 4.1 4.2 4.5 4.4 4.4 4.1 3.7 3.6 3.4 0.7 0.8 0.8 0.8 0.7 0.6 0.5 0.5 0.6 0.6 2.5 2.7 3.0 3.4 3.8 4.1 4.2 4.1 4.0 0.5 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.3 1.6 1.9 2.3 2.7 3.2 3.6 3.9 4.1 4.2 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.7 1.1 1.3 1.5 1.8 2.3 2.8 3.1 3.3 3.2 1.4 1.5 1.5 1.5 1.5 1.6 1.5 1.5 1.3 1.2 0.7 0.8 0.9 0.9 1.1 1.1 1.2 1.4 1.3 2.4 2.4 2.5 2.4 2.5 2.6 2.4 2.1 1.8 1.7 0.4 0.4 0.3 0.3 0.4 0.5 0.5 0.6 0.6 3.8 3.6 3.5 3.6 3.8 3.5 3.1 2.5 2.2 1.9 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.7 4.2 4.5 4.7 4.4 4.1 3.7 3.2 2.7 2.3 1.9 0.9 1.0 1.1 1.2 1.2 1.2 1.1 1.2 1.2 3.9 4.4 4.2 4.3 3.7 3.6 2.9 2.5 2.3 2.0 1.4 1.5 1.6 1.8 2.0 2.1 1.9 1.9 2.0 3.1 3.0 3.1 2.7 2.9 2.7 2.5 2.3 2.1 1.6 1.8 2.0 2.4 2.9 3.2 3.2 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.7 2.3 2.1 2.0 1.4 1.7 2.1 2.5 3.0 3.4 3.8 3.9 4.1 3.8 3.8 3.8 3.9 3.5 3.1 2.5 2.1 1.8 1.1 1.3 1.6 1.9 2.5 3.2 3.4 3.8 3.9 4.0 4.2 3.9 3.7 3.3 2.8 2.2 1.8 1.5 0.8 1.0 1.1 1.2 1.5 1.9 1.9 2.5 2.0 3.2 2.9 3.2 2.5 2.4 1.8 1.5 1.3 1.1 0.4 0.5 0.5 0.4 0.4 0.5 0.5 0.7 0.7 1.1 1.0 1.1 0.9 0.9 0.8 0.7 0.7 0.7 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.3 1.0 1.0 1.0 0.9 1.0 1.0 1.0 0.9 0.8 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 1.6 1.7 1.6 1.6 1.7 1.7 1.6 1.5 1.4 1.2 1.3 1.4 1.4 1.4 1.3 1.4 1.4 1.3 2.6 2.7 2.6 2.8 2.8 2.6 2.2 1.9 1.7 1.7 1.9 2.2 2.3 2.4 2.2 2.3 2.3 2.2 3.7 3.7 3.7 3.8 3.5 3.1 2.5 2.1 1.8 2.0 2.3 2.8 3.2 3.6 3.4 3.3 3.3 3.4 4.0 4.2 3.9 3.7 3.3 2.8 2.2 1.8 1.5 1.8 2.2 2.7 3.2 3.5 3.9 4.1 4.1 3.9 3.2 2.9 3.2 2.6 2.4 1.9 1.5 1.3 1.2 1.4 1.6 1.9 2.6 3.0 3.4 3.5 3.5 3.4 1.2 1.1 1.2 1.0 1.0 0.9 0.8 0.8 0.8 0.9 1.0 1.1 1.4 1.5 1.6 1.8 1.8 1.6 0.7 0.7 0.7 0.7 0.6 0.5 0.5 0.5 0.6 0.4 0.3 0.2 0.3 0.4 0.5 0.6 0.6 0.5 1.0 1.0 1.0 1.0 1.0 0.9 1.0 0.9 0.9 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.2 0.2 1.7 1.6 1.6 1.7 1.6 1.7 1.7 1.7 1.6 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.3 2.9 2.8 2.8 2.9 2.8 3.0 3.0 2.8 2.6 1.5 1.6 1.6 1.8 2.0 2.1 2.1 2.1 2.0 1.8 1.6 1.4 1.3 1.2 1.1 1.0 1.0 1.0 0.9 0.9 0.8 0.7 4.1 4.4 4.3 4.4 4.5 4.6 4.3 3.9 3.4 2.5 2.6 2.6 3.0 3.2 3.3 3.2 3.1 3.1 3.0 2.6 2.2 2.0 1.9 1.7 1.7 1.7 1.7 1.6 1.4 1.3 1.2 4.3 5.0 5.3 5.6 5.5 5.3 4.9 4.3 3.8 3.6 3.7 3.9 4.4 4.5 4.3 4.0 3.9 4.0 4.0 3.8 3.3 3.1 2.9 2.7 2.9 2.8 2.5 2.2 1.9 1.7 1.5 3.9 4.4 5.0 5.1 5.5 5.3 5.1 4.5 4.1 4.6 4.7 4.6 4.6 4.5 4.4 4.2 4.1 4.2 4.4 4.5 4.5 4.1 3.9 3.8 3.9 3.5 3.0 2.5 2.1 1.8 1.5 1.1 2.4 2.7 3.3 3.5 3.9 4.2 4.7 4.9 4.6 4.2 4.3 4.2 4.1 3.9 3.4 3.3 3.4 3.6 4.0 4.2 4.4 4.4 4.4 4.1 3.8 3.3 2.8 2.2 1.8 1.5 1.2 0.9 1.4 1.8 2.2 2.6 3.0 3.6 3.9 4.3 4.6 2.5 2.6 2.5 2.5 2.5 2.4 2.4 2.5 2.5 2.8 3.2 3.3 3.5 3.3 3.4 2.7 2.4 1.9 1.6 1.4 1.2 0.9 0.8 1.4 1.7 2.1 2.4 2.7 3.1 3.7 4.0 4.5 1.4 1.4 1.3 1.3 1.3 1.2 1.5 1.5 1.6 1.6 1.6 1.5 1.6 1.5 1.4 1.2 1.2 1.1 1.0 0.9 0.8 0.7 1.6 2.0 2.4 2.6 2.8 3.0 3.3 3.3 3.5 1.3 1.3 1.3 1.4 1.4 1.4 1.4 1.2 1.2 1.2 1.1 1.2 1.1 1.0 1.0 0.8 0.8 0.7 0.7 0.6 0.7 0.6 2.0 2.3 2.7 2.9 2.9 3.3 3.7 4.1 4.2 1.8 1.8 1.9 2.1 2.2 2.3 2.3 2.2 2.1 2.0 1.7 1.5 1.5 1.4 1.3 1.3 1.3 1.2 1.2 1.1 1.0 0.8 2.5 2.7 3.1 3.5 3.7 4.2 4.8 5.2 5.5 2.7 2.6 3.0 3.2 3.4 3.3 3.2 3.3 3.3 3.0 2.7 2.3 2.2 2.1 1.9 2.1 2.0 1.9 1.7 1.5 1.4 1.2 3.6 3.6 3.8 4.1 4.4 5.0 5.5 5.8 5.9 5.9 6.1 5.9 5.5 5.2 4.9 4.4 4.0 3.9 4.0 4.2 4.3 4.0 3.7 3.7 3.8 4.3 4.3 4.3 4.1 3.9 4.0 4.1 4.1 4.0 3.4 3.3 3.2 3.1 3.3 3.0 2.6 2.2 1.9 1.7 4.1 4.5 4.6 4.8 5.0 5.2 5.1 5.1 5.0 5.2 4.8 4.8 4.3 4.1 3.6 3.3 3.4 3.5 3.7 4.0 4.2 4.4 4.6 4.6 4.5 4.4 4.3 4.1 4.0 3.9 3.9 4.0 4.2 4.3 4.3 4.3 4.2 4.0 3.7 3.3 2.8 2.3 2.0 1.6 3.8 4.2 4.5 4.7 4.5 4.3 3.9 3.5 2.9 2.8 2.6 2.5 2.3 2.2 2.2 2.1 2.3 2.4 2.6 3.2 3.6 3.8 4.0 4.1 4.1 3.9 3.7 3.1 3.0 3.0 3.0 3.3 3.8 4.0 4.1 4.2 4.0 3.8 3.5 3.0 2.2 1.8 1.5 1.2 2.5 2.8 3.1 2.9 3.0 2.5 2.2 1.8 1.6 1.6 1.5 1.4 1.3 1.2 1.1 1.1 1.2 1.3 1.5 1.8 2.0 2.0 2.3 2.2 2.4 2.2 2.2 2.0 2.0 2.1 2.1 2.1 2.4 2.4 2.7 2.5 2.5 2.4 2.1 1.8 1.4 1.2 1.1 0.8 0.8 1.0 1.0 1.0 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.3 0.4 0.5 0.6 0.7 0.8 0.7 0.7 0.7 0.7 0.8 1.0 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.6 0.5 0.5 0.5 0.6 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.5 1.1 1.1 1.0 1.0 1.1 1.1 1.1 1.0 0.9 0.8 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.8 0.9 1.0 1.0 1.0 1.0 0.9 1.0 1.0 0.9 1.0 1.8 1.8 1.7 1.8 1.8 1.8 1.7 1.5 1.4 1.3 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.8 1.1 1.3 1.4 1.5 1.7 1.7 1.7 1.6 1.7 1.7 1.6 1.7 2.8 2.8 2.7 3.0 2.9 2.7 2.2 1.9 1.7 1.5 1.2 0.8 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.7 1.0 1.4 1.6 1.8 2.1 2.4 2.7 2.9 2.6 2.7 2.7 2.6 2.9 3.8 3.9 3.8 3.8 3.4 2.9 2.4 2.1 1.7 1.4 1.1 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.7 1.0 1.3 1.7 2.0 2.3 2.8 3.3 3.7 3.8 3.7 3.7 3.7 3.7 3.9 4.0 3.8 3.6 3.2 2.6 2.0 1.7 1.4 1.1 0.9 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.9 1.1 1.4 1.7 2.0 2.5 3.1 3.5 3.8 4.1 4.1 3.9 2.9 2.5 2.9 2.3 2.1 1.7 1.4 1.2 1.0 0.8 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.7 0.9 1.1 1.3 1.5 1.7 2.2 2.6 3.0 3.1 3.0 3.0 0.9 0.9 0.8 0.7 0.6 0.6 0.6 0.6 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.6 0.8 0.9 1.1 1.1 1.1 1.3 1.2 1.4 1.5 1.5 1.4 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.5 0.7 0.9 1.0 1.0 1.0 1.0 1.1 1.2 1.2 1.2 1.2 1.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.8 1.1 1.3 1.4 1.5 1.7 1.8 1.8 1.6 1.7 1.7 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.7 1.0 1.4 1.6 1.8 2.1 2.4 2.7 2.9 2.6 2.7 2.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.7 1.0 1.3 1.7 2.0 2.3 2.8 3.3 3.7 3.8 3.7 3.7 1.1 1.2 1.2 1.1 1.2 1.2 1.2 1.2 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.9 1.1 1.3 1.7 2.0 2.5 3.1 3.5 3.8 4.0 4.1 1.9 2.0 2.0 1.9 2.1 2.1 2.0 1.9 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.9 1.1 1.3 1.4 1.7 2.1 2.5 2.9 3.0 3.3 3.3 3.3 3.3 3.7 3.5 3.1 2.7 0.2 0.2 0.2 0.1 0.2 0.2 0.2 0.3 0.4 0.6 0.7 0.8 0.9 1.0 1.0 1.2 1.1 1.3 1.4 4.6 4.8 4.9 4.8 4.6 4.3 3.8 3.3 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.5 0.6 0.7 0.8 0.8 0.8 0.8 0.9 0.9 1.0 1.1 4.7 5.2 5.3 5.2 5.1 4.8 4.1 3.4 0.6 0.8 1.0 1.2 1.3 1.4 1.4 1.5 1.5 1.4 1.5 3.6 4.1 4.1 4.5 4.4 4.6 4.4 3.9 1.3 1.6 1.7 1.9 2.2 2.3 2.4 2.2 2.3 1.9 2.4 2.7 2.9 3.3 3.7 4.0 4.3 2.0 2.3 2.8 3.2 3.5 3.4 3.3 1.2 1.5 1.8 2.1 2.5 3.1 3.6 3.8 1.8 2.2 2.7 3.2 3.5 3.9 4.1 0.8 1.0 1.2 1.4 1.6 2.0 2.4 2.7 1.4 1.6 1.9 2.6 3.0 3.4 3.5 0.5 0.6 0.7 0.7 0.7 0.8 0.8 0.9 0.9 1.0 1.1 1.4 1.5 1.6 1.8 0.5 0.5 0.4 0.4 0.4 0.4 0.5 0.5 0.4 0.3 0.2 0.3 0.4 0.5 0.6 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.3 0.3 0.3 0.3 0.4 0.5 0.5 1.3 1.4 1.4 1.3 1.4 1.4 1.4 0.7 0.7 0.7 0.7 0.8 0.8 0.8 2.2 2.3 2.3 2.2 2.4 2.4 2.2 1.3 1.4 1.4 1.4 1.3 1.3 1.4 3.5 3.3 3.3 3.3 3.6 3.3 2.9 1.8 2.0 2.2 2.3 2.2 2.2 2.2 3.8 4.1 4.2 3.9 3.6 3.2 2.8 2.2 2.6 3.2 3.5 3.6 3.4 3.3 3.2 3.6 3.5 3.5 3.1 2.7 2.0 2.5 2.9 3.4 3.8 4.2 4.5 4.7 1.5 1.8 1.7 1.8 1.4 1.4 1.2 2.4 2.7 3.3 4.0 4.1 4.6 4.6 0.5 0.5 0.5 0.5 0.4 0.3 0.2 2.4 2.6 3.0 3.3 3.2 3.6 3.4 0.2 0.2 0.2 0.2 0.1 0.1 0.1 2.2 2.4 2.7 3.1 3.2 3.1 3.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 2.1 2.4 3.0 3.5 3.9 3.8 3.8 0.3 0.3 0.4 0.4 0.4 0.3 0.3 1.7 2.1 2.7 3.2 3.6 3.9 4.1 0.8 0.8 0.8 0.8 0.8 0.8 1.3 1.4 1.7 2.2 2.5 3.1 2.9 1.3 1.4 1.4 1.3 1.4 1.4 0.7 0.7 0.8 0.9 0.8 1.0 1.0 2.2 2.3 2.3 2.2 2.4 2.4 0.1 0.1 0.1 0.2 0.2 0.3 0.3 3.5 3.3 3.3 3.4 3.6 3.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 3.9 4.1 4.2 4.0 3.6 3.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 3.3 3.6 3.6 3.5 3.1 2.8 0.3 0.3 0.3 0.3 0.2 0.2 0.2 1.8 2.1 2.0 2.0 1.8 1.8 0.7 0.7 0.7 0.7 0.6 0.6 0.6 1.2 1.2 1.3 1.2 1.2 1.1 1.4 1.4 1.3 1.2 1.1 1.2 1.2 1.5 1.5 1.6 1.6 1.5 1.5 2.4 2.2 2.1 2.0 1.9 2.0 2.0 1.9 2.2 2.4 2.5 2.3 2.4 3.8 3.3 3.2 3.1 3.2 3.2 2.9 2.7 3.2 3.6 3.5 3.4 4.4 4.3 4.3 4.1 3.9 3.5 3.1 2.7 3.2 3.6 4.0 4.2 4.0 4.2 4.2 3.9 3.6 3.3 2.7 1.9 2.5 3.1 3.4 3.6 2.4 2.9 2.4 2.8 2.1 2.0 1.6 1.1 1.3 1.5 1.6 1.8 0.8 0.9 0.8 0.8 0.6 0.5 0.5 0.1 0.2 0.3 0.5 0.5 0.2 0.2 0.1 0.2 0.2 0.2 0.3 0.0 0.1 0.1 0.1 0.1 0.1 3.6 3.6 3.8 4.1 4.4 5.0 5.5 5.8 5.9 5.9 6.1 5.9 5.5 5.2 4.9 4.4 4.0 3.9 4.0 4.2 4.3 4.0 3.7 3.7 3.8 4.3 4.3 4.3 4.1 3.9 4.0 4.1 4.1 4.0 3.4 3.3 3.2 3.1 4.1 4.5 4.6 4.8 5.0 5.2 5.1 5.1 5.0 5.2 4.8 4.8 4.3 4.1 3.6 3.3 3.4 3.5 3.7 4.0 4.2 4.4 4.6 4.6 4.5 4.4 4.3 4.1 4.0 3.9 3.9 4.0 4.2 4.3 4.3 4.3 4.2 4.0 3.8 4.2 4.5 4.7 4.5 4.3 3.9 3.5 2.9 2.8 2.6 2.5 2.3 2.2 2.2 2.1 2.3 2.4 2.6 3.2 3.6 3.8 4.0 4.1 4.1 3.9 3.7 3.1 3.0 3.0 3.0 3.3 3.8 4.0 4.1 4.2 4.0 3.8 2.5 2.8 3.1 2.9 3.0 2.5 2.2 1.8 1.6 1.6 1.5 1.4 1.3 1.2 1.1 1.1 1.2 1.3 1.5 1.8 2.0 2.0 2.3 2.2 2.4 2.2 2.2 2.0 2.0 2.1 2.1 2.1 2.4 2.4 2.7 2.5 2.5 2.4 0.8 0.8 1.0 1.0 1.0 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.3 0.4 0.5 0.6 0.7 0.8 0.7 0.7 0.7 0.7 0.8 1.0 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.3 0.3 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 1.1 1.1 1.0 1.0 1.1 1.1 1.1 1.0 0.9 0.8 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.8 0.9 1.0 1.0 1.0 1.0 0.9 1.8 1.8 1.7 1.8 1.8 1.8 1.7 1.5 1.4 1.3 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.8 1.1 1.3 1.4 1.5 1.7 1.7 1.7 1.6 4.1 4.0 3.4 3.3 3.2 3.1 Sheet Number Job Number Scale Check By Drawn By E S C A Y A 2 0 2 0 S C A A R C H I T E C T U R E A R C H I T E C T U R E 13 2 8 0 E v e n i n g C r e e k D r i v e S o u t h | S u i t e 1 2 5 Sa n D i e g o , C A 9 2 1 2 8 85 8 . 7 9 3 . 4 7 7 7 | s c a - s d . c o m H E R I T A G E R O A D C H U L A V I S T A , C A 9 1 9 1 1 10807 Thornmint Rd, Suite 200 San Diego, CA 92127 p: 858.673.4445 www.mpeconsulting.com E2.1P Calculation Summary Label CalcType Units Avg Max Min Avg/Min Room_1_Workplane Illuminance Fc 2.39 35.4 0.2 14.95 Drawing Date -DR PROJECT # SD/Pricing Set Construction Set Plan Check Permit Set Planning Bid Set Issue Dates - - - Revision Dates -CD PROJECT # 1 1st DR COMMENTS 6/21/2021 - - - IR21-0008PREAPP. # HER I T A G E R O A D BUILDING A FUTURE OFFICE BUILDING A BLDG. A BLDG. A HERIT A G E R O A D EV CHA R G I N G EV CHA R G I N G EV CHA R G I N G EV CHA R G I N G EV CHA R G I N G EV CHA R G I N G EV CHA R G I N G EV CHA R G I N G CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V USPS MA I L B O X IT CLO S CONF ROOM 12'-6" X 2 0 ' BREAK OPEN O F F I C E OFFIC E 10' X 1 2 ' OFFICE 11'-6" X 1 2 ' OFFICE 10'-6" X 1 2 ' LOBBY JAN. OFFICE 10' X 12 ' WOME N ' S MEN'S MEN'S WOME N ' S > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > S D S D S D S D S D S S I I I I I I I I I I I I I I I C C I I W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW F W FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW F W F W F W F W F W F W F W F W F W FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW (R) (R) (R) (R) (R) (R) (R) (R) (R) (R) (R) (R) (R)(R) (R) (R) (R) (R) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) VAN VAN VAN VAN 285 27 3 28 0 275 280 2 8 5 27 8 26 9 280 2 8 1 2 8 4 2 8 6 28 6 28 7 27 7 27 6 27 5 2 8 4 2 7 0 28 4 286 27 3 28 5 28 4 28 3 28 2 28 4 28 3 28 2 28 1 28 0 280 28 0 28 5 28 7 28 6 2 8 9 27 4 2 8 8 2 8 0 27 9 28 0 281 2 8 1 2 8 2 2 8 3 W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW F W FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW F W F W F W F W F W F W F W F W FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW W >>>>>>>>>>>> > > > > > > >>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > HER I T A G E R O A D HERITAGE ROAD BUILDING A FUTURE OFFICE BUILDING B BUILDING C FUTURE OFFICE HERITAGE ROAD SA N T A M A Y A BUILDING A BLDG. A BLDG. A HERITA G E R O A D BLDG. B BLDG. B BLDG. C EV CHARGING EV CHARGI N G EV CHARGI N G EV CHARGING EV CHARGI N G EV CHARGING EV CHARGING EV CHARGIN G CLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / E VCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / E VCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / E V CLEAN AIR /CARPOOL / EV USPS MAILB O X USP S MAILBOX CLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EV EV CHARGING EV CHARGING EV CHARGING MAILBOX USP S EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G CLEAN AIR / CARPOOL / EV CLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EV CLEAN AIR / CARPOOL / EVCLEAN AIR / CARPOOL / EV EV CHARGING EV CHARGING EV CHARGING CLEAN AIR /CARPOOL / EV LOBBY CONFROOM12' X 19' IT CLOS OFFICE10' x 12' OFFICE10' x 12' BREAK JAN. WOMEN'S MEN'S MEN'S WOMEN'S OPEN OFFICE COPY LOBBY CONF ROOM12' X 19' BREAK IT CLOS JAN. OFFICE10' x 12' OFFICE10' x 12' COPY WOMEN'S MEN'S MEN'S WOMEN'S OPEN OFFICE ELECROOM9' X 20' FIREROOM IT CLOS CONFROOM12'-6" X 20' BREAK OPEN OFFIC E OFFICE10' X 12' OFFICE11'-6" X 12' OFFICE10'-6" X 12' LOBBY JAN. OFFICE10' X 12' WOMEN'S MEN'S MEN'S WOMEN'S > > > > > > SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S II I I II I II I I I I I I I I C II I I I I G I I I I I I I I I EECE T T C CC C I I G W W W W S S S W W S S S S S S FW FW FW FW FW FW FW FW FW FW F W FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW VAN VAN VAN VAN VANVAN VAN VAN 285 27 3 29 0 28 0 275 280 2 8 5 305 300 310 278 269 280 28 1 2 8 4 28 6 286 287 277 276 27 5 28 4 27 0 28 4 286 27 3 28 5 28 428 3 28 2 284 283 282 281 280 280 28 0 28 5 289 28 7 29 8 29 8 298 297 296 289 2 9 3 292 292292 297 2 9 6 297 298 29 5 29 6 297 294 293 291 288 291 290 29 4 29 5 29 3 295 29 1 28 9 286 28 9 27 4 28 8 28 0 27 9 28 0 281 28 1 28 2 28 3 W W W W S S S W W S S S S S S FW FW FW FW FW FW FW FW FW FW F W FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW >>>>> >> > > > > PROPOSED PLANT PALETTE TREES SYMBOL BOTANICAL NAME COMMON NAME SIZE / FORM HT. X SPRD. X CAL. (MIN.) WATER USE DESCRIPTION CERCIS OCCIDENTALIS WESTERN REDBUD 24" BOX STD. 9'H X 4'W X 1-1/2"CAL.L SMALL FLOWERING TREE LOPHOSTEMON CONFERTUS BRISBANE BOX 24" BOX STD. 10'H X 3'W C 1-1/4" CAL M VERTICAL EVERGREEN PLATANUS RACEMOSA CALIFORNIA SYCAMORE 24" BOX STD. 10'H X 4'W X 1-1/2" CAL. M DECIDUOUS CANOPY QUERCUS AGRIFOLIA COAST LIVE OAK 24" BOX STD. 9'H X 3'W X 1-1/4" CAL.L EVERGREEN CANOPY RHUS LANCEA AFRICAN SUMAC 24" BOX STD. 9'H X 3'W X 1-1/4" CAL.L EVERGREEN CANOPY SHRUBS, GRASSES, & GROUNDCOVERS SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING WATER USE DESCRIPTION AGAVE ATTENUATA FOXTAIL AGAVE 5 GAL.36" O.C.L SUCCULENT ACCENT ALOE VERA MEDICINAL ALOE 1 GAL.24" O.C.L SMALL SUCCULENT BACCHARIS P. 'TWIN PEAKS' DWARF COYOTE BRUSH 1 GAL.36" O.C.L EVERGREEN LOW SHRUB CARISSA M. 'GREEN CARPET'DWARF NATAL PLUM 1 GAL.30" O.C.L EVERGREEN LOW SHRUB CAREX PANSA CALIFORNIA MEADOW SEDGE 1 GAL.24" O.C.M ORNAMENTAL GRASS CEANOTHUS G. 'POINT REYES' POINT REYES CREEPER 1 GAL.36" O.C.L FLOWERING LOW SHRUB CHONDROPETALUM TECTORUM CAPE REED 1 GAL.36" O.C.L UPRIGHT ACCENT DIANELLA 'CASSA BLUE' CASSA BLUE FLAX LILY 1 GAL.24" O.C.L UPRIGHT ACCENT DIANELLA T. 'VARIEGATA' VARIEGATED FLAX LILY 5 GAL.36" O.C.L UPRIGHT ACCENT HESPERALOE 'BRAKELIGHTS'BRAKELIGHTS YUCCA 5 GAL.36" O.C.L UPRIGHT ACCENT HETEROMELES ARBUTIFOLIA TOYON 5 GAL.60" O.C.L LARGE SHRUB LANTANA MONTEVIDENSIS PURPLE LANTANA 5 GAL.36" O.C.L FLOWERING SHRUB LANTANA 'NEW GOLD'NEW GOLD LANTANA 5 GAL.36" O.C.L FLOWERING LOW SHRUB MUHLENBERGIA C. 'REGAL MIST'PINK MUHLY 1 GAL.36" O.C.M ORNAMENTAL GRASS MUHLENBERGIA RIGENS DEER GRASS 1 GAL.36" O.C.L ORNAMENTAL GRASS MYOPORUM PARVIFOLIUM MYOPORUM FLATS 24" O.C.L EVERGREEN GROUNDCOVER OLEA 'MONTRA'LITTLE OLLIE 5 GAL.48" O.C.L LARGE SHRUB RHAPHIOLEPIS INDICA 'CLARA'INDIAN HAWTHORN 5 GAL.36" O.C.L EVERGREEN SHRUB SALVIA GREGGII AUTUMN SAGE 5 GAL.36" O.C.L FLOWERING SHRUB SENECIO SERPENS BLUE CHALKSTICKS FLATS 12" O.C.L SUCCULENT GROUNDCOVER WESTRINGIA 'WYNYABBIE GEM'COAST ROSEMARY 5 GAL.36" O.C.L EVERGREEN HEDGE FICUS PUMILA CREEPING FIG 1 GAL. STAKED PER PLAN M SCREENING VINE BIOSWALE GRASSES CAREX DIVULSA BERKELEY SEDGE 1 GAL.24" O.C.L BIOSWALE GRASS JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL.18" O.C.L BIOSWALE GRASS WATER USE KEY: VL = VERY LOW WATER USE, L = LOW WATER USE, M = MODERATE WATER USE, H = HIGH WATER USE. WATER USE STATED IS PER 'WATER USE CLASSIFICATION OF LANDSCAPE SPECIES' (ALSO REFERRED TO AS WUCOLS IV) FOR THE CITY OF CHULA VISTA. EXISTING PLANT SCHEDULE TREES SYMBOL BOTANICAL NAME COMMON NAME ARBUTUS UNEDO STAWBERRY TREE CERCIS OCCIDENTALIS WESTERN REDBUD QUERCUS AGRIFOLIA COAST LIVE OAK RHUS LANCEA AFRICAN SUMAC SCHINUS MOLLE CALIFORNIA PEPPER SHRUBS, GRASSES, & GROUNDCOVERS SYMBOL DESCRIPTION EXISTING SHRUBS AND GROUNDCOVER NOTE: THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE. THE LETTER (R) INDICATES AN EXISTING TREE TO BE REMOVED FROM SITE. Sheet Number Job Number Scale Drawing Date Check By Drawn By E S C A Y A 2 0 2 0 S C A A R C H I T E C T U R E A R C H I T E C T U R E 13 2 8 0 E v e n i n g C r e e k D r i v e S o u t h | S u i t e 1 2 5 Sa n D i e g o , C A 9 2 1 2 8 85 8 . 7 9 3 . 4 7 7 7 | s c a - s d . c o m SD/Pricing Set Construction Set Plan Check Permit Set Planning Bid Set Issue Dates - - - H E R I T A G E R O A D C H U L A V I S T A , C A 9 1 9 1 1 Revision Dates 1 -- - - - \\ R L A - F S \ S h a r e d F o l d e r s \ D a t a \ D w g s \ S M I T H \ R o c k e f e l l e r E s c a y a \ 1 - S D \ r o c k - p l p . d w g T h u . , 3 0 S e p . 2 0 2 1 - 6 : 1 8 p m P l o t t e d b y : S o o L1.1 PRELIMINARY LANDSCAPE PLAN STREETSCAPE PLANTING PER SEPARATE PERMIT, BY OTHERS LANDSCAPE CONCEPT STATEMENT OF COMPLIANCE THIS LANDSCAPE DESIGN AND THE FINAL LANDSCAPE PLANS WILL REFLECT CONFORMANCE WITH THE CITY OF CHULA VISTA'S LANDSCAPE WATER CONSERVATION ORDINANCE (CVMC20.12), PROMOTING WATER CONSERVATION THROUGH THE USE OF MODERATE AND LOW-WATER REQUIRING PLANT SPECIES, GROUPING OF PLANT MATERIALS WITH SIMILAR WATER REQUIREMENTS AND IMPLEMENTING A LOW-VOLUME AND EFFICIENT AUTOMATIC IRRIGATION SYSTEM. CONCEPT DESIGN STATEMENT THE LANDSCAPE DESIGN WILL BE SUSTAINABLE WITH AN EMPHASIS ON DROUGHT TOLERANT, NATIVE OR ADAPTIVE SPECIES THAT ARE LONG LIVED AND EASILY MAINTAINED IN THEIR NATURAL FORM. APPROXIMATELY 90% OF THE PLANTS USED WILL HAVE LOW WATER REQUIREMENTS BASED UPON THE "2014 WATER USE CLASSIFICATION OF LANDSCAPE SPECIES" (WUCOLS IV) AND WILL CONFORM TO CURRENT WATER CONSERVATION STANDARDS INCLUDING THE CITY OF CHULA VISTA LANDSCAPE WATER CONSERVATION ORDINANCE. PLANT MATERIAL WILL BE GROUPED BY HYDROZONES THAT HAVE SIMILAR WATER NEEDS. EVERGREEN TREES WILL BE USED TO PROVIDE SHADE OVER PARKING AREAS AND TO SOFTEN THE BUILDING FACADE, WHILE FLOWERING DECIDUOUS TREES WILL BE USED TO ACCENTUATE THE BUILDING ENTRY AND OUTDOOR PATIO SPACES. HEDGES WILL BE USED TO SCREEN PARKING AREAS FROM THE PUBLIC RIGHT-OF-WAY AND ADJACENT PARCELS, AND EVERGREEN VINES WILL BE USED TO HELP SCREEN THE TRASH ENCLOSURE. SHRUBS AND GROUND COVERS WITH VARYING FORMS, COLORS AND TEXTURES WILL BE USED THROUGHOUT THE PROJECT TO PROVIDE INTEREST. THE PLANT PALETTE WILL COMPLEMENT THE ADJACENT PARCELS AND STREETSCAPE TO HELP VISUALLY BLEND THE PROJECT INTO THE SURROUNDING NEIGHBORHOOD. CONCEPTUAL IRRIGATION DESIGN STATEMENT IRRIGATION DESIGN WILL CONFORM TO CURRENT WATER CONSERVATION STANDARDS INCLUDING THE CITY OF CHULA VISTA LANDSCAPE WATER CONSERVATION ORDINANCE AND THE STATE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). IRRIGATION WILL BE DISTRIBUTED BY IN LINE DRIP TUBING AND A SMART IRRIGATION CONTROLLER WITH RAIN SHUT-OFF CAPABILITIES. THE VALVES WILL BE GROUPED BY HYDROZONE, EXPOSURE, SOIL TYPE AND GRADING FEATURES. SHADE TREE POLICY THE PURPOSE OF THIS POLICY IS TO PROVIDE GUIDELINES FOR THE SELECTION & PLACEMENT OF NEW SHADE TREES AS WELL AS THE RETENTION OF EXISTING SHADE TREE FOR BOTH PUBLIC AND PRIVATE PROJECTS. SHADE TREES SHALL BE PROVIDED FOR ALL NEW PARKING LOTS THAT, IN GOOD GROWING CONDITIONS, WILL ACHIEVE 50% CANOPY COVER OVER THE PARKING STALL AREAS FIVE TO FIFTEEN YEARS AFTER THE PLANTING DATE FOR THAT TREE. MAINTENANCE RESPONSIBILITY STATEMENT OWNER IS RESPONSIBLE FOR INSTALLATION AND ONGOING MAINTENANCE OF IRRIGATION AND PLANTING WITHIN THE PROPERTY'S INTERIOR. THE EXISTING SURROUNDING SLOPES ARE PUBLICLY OWNED AND MAINTAINED BY THE COMMUNITY FACILITIES DISTRICT AND CANNOT BE MODIFIED WITHOUT AN AGREEMENT WITH THE CITY.KEY MAP NOT TO SCALE PROPERTY LINE SLOPE AREAS ARE PUBLICLY OWNED AND MAINTAINED BY THE COMMUNITY FACILITIES DISTRICT (CFD) MA T C H L I N E - S E E S H E E T L 1 . 2 I AM FAMILIAR WITH AND AGREE TO COMPLY WITH THE REQUIREMENTS OF THE LANDSCAPE IMPROVEMENT PLAN AS DESCRIBED IN CHAPTER 20.12 OF THE CITY OF CHULA VISTA MUNICIPAL CODE. I HAVE PREPARED THESE PLANS IN COMPLIANCE WITH THOSE REGULATIONS. I CERTIFY THAT THE PLAN IMPLEMENTS THE REGULATIONS TO PROVIDE EFFICIENT WATER USE. ____________________________________________ 06/24/2021 JIM RIDGE LIC. NO 2809SLOPE AREAS ARE PUBLICLY OWNED AND MAINTAINED BY THE COMMUNITY FACILITIES DISTRICT (CFD) PROPERTY LINE PROPERTY LINE PROPERTY LINE FORMAL PARKING SCREENING HEDGE MAINTAINED AT 42" HT. MIN. TYP. CONCRETE STEPOUTS TYP. EMPLOYEE OUTDOOR BREAK AREA - ENHANCED PAVING, DINING TABLES & CHAIRS W/ UMBRELLAS ENHANCED PAVING AT BLDG. ENTRY CONCRETE WALKWAY, TYP. CONCRETE STEPOUTS TYP. RIGHT-OF-WAY LINE RIGHT-OF-WAY LINE SEWER LINE DOMESTIC WATERLINE STORM DRAIN LINE PROPERTY LINE PROPERTY LINE TRANSFORMER PROPERTY LINE EXISTING CONCRETE V-DITCH EXISTING CONCRETE V-DITCH HERITAGE ROAD BUILDING B BUILDING C FUTURE OFFICE HERITAGE ROAD SA N T A M A Y A HERIT A G E R O A D BLDG. B BLDG. B BLDG. C US P S MAILBOX CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV EV CHARGING EV CHARGING EV CHARGING MAILBOX US P S EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EVCLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EVCLEAN AIR / CARPOOL / EV EV CHARGING EV CHARGING EV CHARGING CLEAN AIR / CARPOOL / EV LOBBY CONF ROOM 12' X 19' IT CLOS OFFICE 10' x 12' OFFICE 10' x 12' BREAK JAN. WOMEN'S MEN'S MEN'S WOMEN'S OPEN OFFICE COPY LOBBY CONF ROOM 12' X 19' BREAK IT CLOS JAN. OFFICE 10' x 12' OFFICE 10' x 12' COPY WOMEN'S MEN'S MEN'S WOMEN'S OPEN OFFICE ELEC ROOM 9' X 20' FIRE ROOM >> >> >>> > > > > > > > > > > > > > > > > S D S D S D S D S D S D S D S D S D S S S I I I I I I I I I I I I I I I I I I I E T T C CC C W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S S S S FW FW FW F W FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW F W FW F W FW FW FW FW FW FW FW FW FW FW FW (R) (R) (R) (E) (E) (E)(E)(E)(E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) VANVAN VA N VA N 27 3 29 0 305 300 310 27 8 26 9 27 7 27 6 27 5 2 7 0 28 0 28 5 289 28 7 2 9 8 2 9 8 298 297 296 289 2 9 3 292 292292 2 9 7 2 9 6 297 298 29 5 29 6 29 7 294 293 291 288 291 290 2 9 4 2 9 5 2 9 3 295 29 1 2 8 9 28 6 2 8 9 27 4 2 8 8 W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S S S FW FW FW F W FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW F W FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW F W F W FWFWFWFWFWFWFW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> HER I T A G E R O A D HERITAGE ROAD BUILDING A FUTURE OFFICE BUILDING B BUILDING C FUTURE OFFICE HERITAGE ROAD SA N T A M A Y A BUILDING A BLDG. A BLDG. A HERITA G E R O A D BLDG. B BLDG. B BLDG. C EV CHARGING EV CHARGI N G EV CHARGI N G EV CHARGING EV CHARGI N G EV CHARGING EV CHARGING EV CHARGIN G CLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / E VCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / E VCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / E V CLEAN AIR /CARPOOL / EV USPS MAILB O X USP S MAILBOX CLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EV EV CHARGING EV CHARGING EV CHARGING MAILBOX USP S EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G CLEAN AIR / CARPOOL / EV CLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EV CLEAN AIR / CARPOOL / EVCLEAN AIR / CARPOOL / EV EV CHARGING EV CHARGING EV CHARGING CLEAN AIR /CARPOOL / EV LOBBY CONFROOM12' X 19' IT CLOS OFFICE10' x 12' OFFICE10' x 12' BREAK JAN. WOMEN'S MEN'S MEN'S WOMEN'S OPEN OFFICE COPY LOBBY CONF ROOM12' X 19' BREAK IT CLOS JAN. OFFICE10' x 12' OFFICE10' x 12' COPY WOMEN'S MEN'S MEN'S WOMEN'S OPEN OFFICE ELECROOM9' X 20' FIREROOM IT CLOS CONFROOM12'-6" X 20' BREAK OPEN OFFIC E OFFICE10' X 12' OFFICE11'-6" X 12' OFFICE10'-6" X 12' LOBBY JAN. OFFICE10' X 12' WOMEN'S MEN'S MEN'S WOMEN'S > > > > > > SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S II I I II I II I I I I I I I I II I I I I I I I I I I I I I E T T C CC C I I W W W W S S S W W S S S S S S FW FW FW FW FW FW FW FW FW FW F W FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW VAN VAN VAN VAN VANVAN VAN VAN 285 27 3 29 0 28 0 275 280 2 8 5 305 300 310 278 269 280 28 1 2 8 4 28 6 286 287 277 276 27 5 28 4 27 0 28 4 286 27 3 28 5 28 428 3 28 2 284 283 282 281 280 280 28 0 28 5 289 28 7 29 8 29 8 298 297 296 289 2 9 3 292 292292 297 2 9 6 297 298 29 5 29 6 297 294 293 291 288 291 290 29 4 29 5 29 3 295 29 1 28 9 286 28 9 27 4 28 8 28 0 27 9 28 0 281 28 1 28 2 28 3 W W W W S S S W W S S S S S S FW FW FW FW FW FW FW FW FW FW F W FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW >>>>> >> > > > > PROPOSED PLANT PALETTE TREES SYMBOL BOTANICAL NAME COMMON NAME SIZE / FORM HT. X SPRD. X CAL. (MIN.) WATER USE DESCRIPTION CERCIS OCCIDENTALIS WESTERN REDBUD 24" BOX STD. 9'H X 4'W X 1-1/2"CAL.L SMALL FLOWERING TREE LOPHOSTEMON CONFERTUS BRISBANE BOX 24" BOX STD. 10'H X 3'W C 1-1/4" CAL M VERTICAL EVERGREEN PLATANUS RACEMOSA CALIFORNIA SYCAMORE 24" BOX STD. 10'H X 4'W X 1-1/2" CAL. M DECIDUOUS CANOPY QUERCUS AGRIFOLIA COAST LIVE OAK 24" BOX STD. 9'H X 3'W X 1-1/4" CAL.L EVERGREEN CANOPY RHUS LANCEA AFRICAN SUMAC 24" BOX STD. 9'H X 3'W X 1-1/4" CAL.L EVERGREEN CANOPY EXISTING PLANT SCHEDULE TREES SYMBOL BOTANICAL NAME COMMON NAME ARBUTUS UNEDO STAWBERRY TREE CERCIS OCCIDENTALIS WESTERN REDBUD QUERCUS AGRIFOLIA COAST LIVE OAK RHUS LANCEA AFRICAN SUMAC SCHINUS MOLLE CALIFORNIA PEPPER SHRUBS, GRASSES, & GROUNDCOVERS SYMBOL DESCRIPTION EXISTING SHRUBS AND GROUNDCOVER NOTE: THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE. THE LETTER (R) INDICATES AN EXISTING TREE TO BE REMOVED FROM SITE. Sheet Number Job Number Scale Drawing Date Check By Drawn By E S C A Y A 2 0 2 0 S C A A R C H I T E C T U R E A R C H I T E C T U R E 13 2 8 0 E v e n i n g C r e e k D r i v e S o u t h | S u i t e 1 2 5 Sa n D i e g o , C A 9 2 1 2 8 85 8 . 7 9 3 . 4 7 7 7 | s c a - s d . c o m SD/Pricing Set Construction Set Plan Check Permit Set Planning Bid Set Issue Dates - - - H E R I T A G E R O A D C H U L A V I S T A , C A 9 1 9 1 1 Revision Dates 1 -- - - - \\ R L A - F S \ S h a r e d F o l d e r s \ D a t a \ D w g s \ S M I T H \ R o c k e f e l l e r E s c a y a \ 1 - S D \ r o c k - p l p . d w g T h u . , 3 0 S e p . 2 0 2 1 - 6 : 1 8 p m P l o t t e d b y : S o o L1.2 PRELIMINARY LANDSCAPE PLAN STREETSCAPE PLANTING PER SEPARATE PERMIT, BY OTHERS KEY MAP NOT TO SCALE MA T C H L I N E - S E E S H E E T L 1 . 1 SLOPE AREAS ARE PUBLICLY OWNED AND MAINTAINED BY THE COMMUNITY FACILITIES DISTRICT (CFD) SLOPE AREAS ARE PUBLICLY OWNED AND MAINTAINED BY THE COMMUNITY FACILITIES DISTRICT (CFD) PROPERTY LINEPROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE FORMAL PARKING SCREENING HEDGE MAINTAINED AT 42" HT. MIN. TYP. FORMAL PARKING SCREENING HEDGE MAINTAINED AT 42" HT. MIN. TYP. EMPLOYEE OUTDOOR BREAK AREA - ENHANCED PAVING, DINING TABLES & CHAIRS W/ UMBRELLAS CONCRETE STEPOUTS, TYP. CONCRETE STEPOUTS TYP. EMPLOYEE OUTDOOR BREAK AREA - ENHANCED PAVING, DINING TABLES & CHAIRS W/ UMBRELLAS ENHANCED PAVING AT BLDG. ENTRY ENHANCED PAVING AT BLDG. ENTRY CONCRETE WALKWAY, TYP. CONCRETE WALKWAY, TYP. CONCRETE WALKWAY, TYP. DOMESTIC WATERLINE DOMESTIC WATERLINE STORM DRAIN LINE STORM DRAIN LINE STORM DRAIN LINE DOMESTIC WATERLINE PROPERTY LINE PROPERTY LINE RIGHT-OF-WAY LINE RIGHT-OF-WAY LINE PROPERTY LINE TRANSFORMER TRANSFORMER STORMWATER BASIN EXISTING CONCRETE MOWCURB EXISTING CONCRETE MOWCURB EXISTING CONCRETE MOWCURB EXISTING CONCRETE MOWCURB EXISTING CONCRETE V-DITCH EXISTING CONCRETE V-DITCH >> > >> > > > > > > > > > > > > > > > > > > > > > > > > > > SD SD SD SD SD SD SD S D SD SD SD SD S D SD SD S S S S S I I I I I I I I I I I I I I I I I C I I I I I I G I I I I I I I I I EECE T T C CC C I I G W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW F W F W F W F W F W FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW F W FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW LOBBY CONF ROOM 12' X 19' BREAK IT CLOS JAN. OFFICE 10' x 12' OFFICE 10' x 12' COPY WOMEN'S MEN'S MEN'S WOMEN'S OPEN OFFICE ELEC ROOM 9' X 20' FIRE ROOM IT CLO S CONF ROOM 12'-6" X 2 0 ' BREAK OPEN O F F I C E OFFICE 10' X 12' OFFICE 11'-6" X 1 2 ' OFFICE 10'-6" X 1 2 ' LOBBY JAN. OFFIC E 10' X 12' WOME N ' S MEN'S MEN'S WOME N ' S (R) (R) (R) (R) (R) (R) (R) (R) (R) (R) (R) (R) (R)(R) (R) (R) (R) (R) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E)(E)(E)(E)(E)(E)(E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) VAN VAN VAN VAN VANVAN VA N VA N 285 27 3 29 0 28 0 275 280 2 8 5 305 300 310 27 8 26 9 280 2 8 1 2 8 4 2 8 6 28 6 28 7 27 7 27 6 27 5 2 8 4 2 7 0 28 4 286 27 3 28 5 28 4 28 3 28 2 28 4 28 3 28 2 28 1 28 0 280 28 0 28 5 289 28 7 2 9 8 29 8 298 297 296 289 2 9 3 292 292292 2 9 7 2 9 6 297 298 29 5 29 6 29 7 294 293 291 288 291 290 2 9 4 2 9 5 2 9 3 295 29 1 2 8 9 28 6 2 8 9 27 4 2 8 8 2 8 0 27 9 28 0 281 2 8 1 2 8 2 2 8 3 W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW F W F W F W F W F W FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FWFWFWFW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW >>>>>>>>>>>>>>>>>>>>>>> > > > > >> > > > > > > > > > > > > > > > > > > > > > > HER I T A G E R O A D HERITAGE ROAD BUILDING A FUTURE OFFICE BUILDING B BUILDING C FUTURE OFFICE HERITAGE ROAD SA N T A M A Y A BUILDING A BLDG. A BLDG. A HERITA G E R O A D BLDG. B BLDG. B BLDG. C EV CHAR G I N G EV CHA R G I N G EV CHAR G I N G EV CHA R G I N G EV CHAR G I N G EV CHAR G I N G EV CHA R G I N G EV CHAR G I N G CLEAN A I R / CARPO O L / E V CLEAN AI R / CARPO O L / E VCLEAN AI R / CARPO O L / E V CLEAN A I R / CARPO O L / E VCLEAN A I R / CARPOO L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPOO L / E VCLEAN A I R / CARPOO L / E VCLEAN AI R / CARPO O L / E V CLEAN A I R / CARPOO L / E V CLEAN A I R / CARPOO L / E V USPS MA I L B O X US P S MAILBOX CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV EV CHARGING EV CHARGING EV CHARGING MAILBOX US P S EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EVCLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EVCLEAN AIR / CARPOOL / EV EV CHARGING EV CHARGING EV CHARGING CLEAN AIR / CARPOOL / EV LOBBY CONF ROOM 12' X 19' IT CLOS OFFICE 10' x 12' OFFICE 10' x 12' BREAK JAN. WOMEN'S MEN'S MEN'S WOMEN'S OPEN OFFICE COPY Sheet Number Job Number Scale Drawing Date Check By Drawn By E S C A Y A 2 0 2 0 S C A A R C H I T E C T U R E A R C H I T E C T U R E 13 2 8 0 E v e n i n g C r e e k D r i v e S o u t h | S u i t e 1 2 5 Sa n D i e g o , C A 9 2 1 2 8 85 8 . 7 9 3 . 4 7 7 7 | s c a - s d . c o m SD/Pricing Set Construction Set Plan Check Permit Set Planning Bid Set Issue Dates - - - H E R I T A G E R O A D C H U L A V I S T A , C A 9 1 9 1 1 Revision Dates 1 -- - - - \\ R L A - F S \ S h a r e d F o l d e r s \ D a t a \ D w g s \ S M I T H \ R o c k e f e l l e r E s c a y a \ 1 - S D \ r o c k - a r e a e x h i b i t . d w g T h u . , 3 0 S e p . 2 0 2 1 - 6 : 1 9 p m P l o t t e d b y : S o o L2.0 LANDSCAPE TABULATION LANDSCAPE TABULATIONS TOTAL SITE AREA = 504,190 S.F. TOTAL SITE LANDSCAPE AREA REQUIRED (15%) = 75,629 S.F. TOTAL LANDSCAPE PROVIDED = 68,657 S.F. (13.6%) TOTAL PARKING LOT AREA = 59,206 S.F. TOTAL PARKING LOT LANDSCAPE AREA REQUIRED (10%) = 5,921 S.F. TOTAL PARKING LOT LANDSCAPE AREA PROVIDED = 6,338 S.F. (10.7%) PROPERTY LINEPROPERTY LINE RIGHT-OF-WAY LINE RIGHT-OF-WAY LINE RIGHT-OF-WAY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE EXISTING MOWCURB EXISTING MOWCURB EXISTING MOWCURB EXISTING MOWCURB EXISTING CONCRETE V-DITCH EXISTING CONCRETE V-DITCH EXISTING CONCRETE V-DITCH PR O P E R T Y L I N E RI G H T - O F - W A Y 42" SCREENING SHRUB LANDSCAPE SLOPE SETBACK LANDSCAPED PARKWAY SIDEWALK 'V' DITCH RETANINING WALL 8' MAX RETAINIING 42" HT. GUARDRAIL WHEEL STOPS TO KEEP OVERHANG OUT OF LANDSCAPE AREA HERITAGE ROAD PR O P E R T Y L I N E RI G H T - O F - W A Y LANDSCAPED PARKWAY SIDEWALK 42" SCREENING SHRUB HERITAGE ROAD LANDSCAPE SLOPE SETBACK 42" SCREENING SHRUB LANDSCAPED PARKWAY SIDEWALK PR O P E R T Y L I N E RI G H T - O F - W A Y HERITAGE ROAD FU T U R E OF F I C E FU T U R E OF F I C E EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G CLE A N A I R / CAR P O O L / E V CLE A N A I R / CAR P O O L / E V CLE A N A I R / CAR P O O L / E V CLE A N A I R / CAR P O O L / E V CLE A N A I R / CAR P O O L / E V CLE A N A I R / CAR P O O L / E V CLE A N A I R / CAR P O O L / E V CLE A N A I R / CAR P O O L / E V CLE A N A I R / CAR P O O L / E V CLE A N A I R / CAR P O O L / E V CLE A N A I R / CAR P O O L / E V USP S MAILBOX USPS MA I L B O X CL E A N A I R / CA R P O O L / E V CL E A N A I R / CA R P O O L / E V CL E A N A I R / CA R P O O L / E V CL E A N A I R / CA R P O O L / E V CLE A N A I R / CA R P O O L / E V CLE A N A I R / CA R P O O L / E V CLE A N A I R / CA R P O O L / E V CL E A N A I R / CA R P O O L / E V EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G MA I L B O X USPS EV CHARGINGEV CHARGING EV CHARGING EV CHARGING CL E A N A I R / CA R P O O L / E V CL E A N A I R / CA R P O O L / E V CL E A N A I R / CA R P O O L / E V CL E A N A I R / CA R P O O L / E V CL E A N A I R / CA R P O O L / E V CL E A N A I R / CA R P O O L / E V CL E A N A I R / CA R P O O L / E V CL E A N A I R / CA R P O O L / E V EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G CL E A N A I R / CA R P O O L / E V VA N VA N VA N VA N VA N VA N VANVAN 28 5 273 290 280 27 5 2 8 0 285 30 5 30 0 3 1 0 278 269 28 0 281 284 286 286 287 277 276 275 284 270 284 28 6 273 285 284 283 282 284 283 282 281280 28 0 280 285 2 8 9 287 298 298 29 8 29 7 29 6 28 9 293 29 2 2 9 2 2 9 2 297 296 29 7 29 8 295 296 297 29 4 29 3 29 1 28 8 2 9 1 29 0 294 295 293 29 5 291 289 28 6 289 274 288 280 279 280 28 1 281 282 283 W W W W S S S W W SS S S S S FW FW FW FW FW FW FW FW FWFW FW FW FW FW FW FW FWF W FW FW FW FW FW F W FW FW FW F W FW FW FW FW > > > > > > > > >>> LO B B Y CO N F RO O M 12 ' X 1 9 ' IT C L O S OF F I C E 10 ' x 1 2 ' OF F I C E 10 ' x 1 2 ' BR E A K JA N . WO M E N ' S ME N ' S ME N ' S WO M E N ' S OP E N O F F I C E CO P Y LO B B Y CO N F RO O M 12 ' X 1 9 ' BR E A K IT C L O S JA N . OF F I C E 10 ' x 1 2 ' OF F I C E 10 ' x 1 2 ' CO P Y WO M E N ' S ME N ' S ME N ' S WO M E N ' S OP E N O F F I C E EL E C RO O M 9' X 2 0 ' FIR E RO O M IT C L O S CON F RO O M 12 ' - 6 " X 2 0 ' BR E A K OPE N O F F I C E OF F I C E 10' X 1 2 ' OF F I C E 11 ' - 6 " X 1 2 ' OFF I C E 10' - 6 " X 1 2 ' LO B B Y JAN . OF F I C E 10' X 1 2 ' WO M E N ' S MEN ' S ME N ' S WO M E N ' S > > > > > > SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S I I I I I I I I I I I I I I I I I C I I I I II G I I I I I I I I I E E C E T T C C C C I I G PR O P E R T Y L I N E RI G H T - O F - W A Y LANDSCAPE SLOPE SETBACK LANDSCAPED PARKWAY SIDEWALK 42" SCREENING SHRUB HERITAGE ROAD Sheet Number Job Number Scale Drawing Date Check By Drawn By E S C A Y A 2 0 2 0 S C A A R C H I T E C T U R E A R C H I T E C T U R E 13 2 8 0 E v e n i n g C r e e k D r i v e S o u t h | S u i t e 1 2 5 Sa n D i e g o , C A 9 2 1 2 8 85 8 . 7 9 3 . 4 7 7 7 | s c a - s d . c o m SD/Pricing Set Construction Set Plan Check Permit Set Planning Bid Set Issue Dates - - - H E R I T A G E R O A D C H U L A V I S T A , C A 9 1 9 1 1 Revision Dates 1 -- - - - \\ R L A - F S \ S h a r e d F o l d e r s \ D a t a \ D w g s \ S M I T H \ R o c k e f e l l e r E s c a y a \ 1 - S D \ r o c k - x - s e c t i o n . d w g T h u . , 3 0 S e p . 2 0 2 1 - 6 : 1 9 p m P l o t t e d b y : S o o L2.1 PARKING SCREEN SECTIONS SCALE: N.T.S.KEY MAP SCALE: 3/16" = 1'-0"SECTION D-DD SCALE: 3/16" = 1'-0"SECTION B-BB SCALE: 3/16" = 1'-0"SECTION A-AA D-D -- C-C -- B-B -- A-A -- SCALE: 3/16" = 1'-0"SECTION C-CC H E R I T A G E R D . BUILDING A BLDG. C BLDG. B HER I T A G E R O A D BUILDING A FUTURE OFFICE BUILDING A BLDG. A BLDG. A HERIT A G E R O A D EV CHA R G I N G EV CHA R G I N G EV CHA R G I N G EV CHA R G I N G EV CHA R G I N G EV CHA R G I N G EV CHA R G I N G EV CHA R G I N G CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V CLEAN A I R / CARPO O L / E V USPS MA I L B O X (R) (R) (R) (R) (R) (R) (R) (R) (R) (R) (R) (R) (R)(R) (R) (R) (R) (R) (R) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) IT CLO S CONF ROOM 12'-6" X 2 0 ' BREAK OPEN O F F I C E OFFIC E 10' X 1 2 ' OFFIC E 11'-6" X 1 2 ' OFFICE 10'-6" X 1 2 ' LOBBY JAN. OFFIC E 10' X 1 2 ' WOME N ' S MEN'S MEN'S WOME N ' S VAN VAN VAN VAN 285 27 3 28 0 275 280 2 8 5 27 8 26 9 280 2 8 1 2 8 4 2 8 6 28 6 28 7 27 7 27 6 27 5 2 8 4 2 7 0 28 4 286 27 3 28 5 28 4 28 3 28 2 28 4 28 3 28 2 28 1 28 0 280 28 0 28 5 28 7 28 6 2 8 9 27 4 2 8 8 2 8 0 27 9 28 0 281 2 8 1 2 8 2 2 8 3 W W W W W S S S S S S S S S S S S S S S S FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW F W F W F W F W FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW >>>>>> > > > >> > > > > > > > > > > > > > > > > > > HER I T A G E R O A D HERITAGE ROAD BUILDING A FUTURE OFFICE BUILDING B BUILDING C FUTURE OFFICE HERITAGE ROAD SA N T A M A Y A BUILDING A BLDG. A BLDG. A HERITA G E R O A D BLDG. B BLDG. B BLDG. C EV CHARGING EV CHARGI N G EV CHARGI N G EV CHARGING EV CHARGI N G EV CHARGING EV CHARGING EV CHARGIN G CLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / E VCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / E VCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / E V CLEAN AIR /CARPOOL / EV USPS MAILB O X USP S MAILBOX CLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EV EV CHARGING EV CHARGING EV CHARGING MAILBOX USP S EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G CLEAN AIR / CARPOOL / EV CLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EV CLEAN AIR / CARPOOL / EVCLEAN AIR / CARPOOL / EV EV CHARGING EV CHARGING EV CHARGING CLEAN AIR /CARPOOL / EV (R) (R) (R) (R) (R) (R) (R) (R) (R) (R) (R) (R) (R)(R) (R) (R) (R) (R) (R) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E)(E)(E)(E)(E)(E)(E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E)(E)(E)(E) (E)(E)(E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) LOBBY CONFROOM12' X 19' IT CLOS OFFICE10' x 12' OFFICE10' x 12' BREAK JAN. WOMEN'S MEN'S MEN'S WOMEN'S OPEN OFFICE COPY LOBBY CONF ROOM12' X 19' BREAK IT CLOS JAN. OFFICE10' x 12' OFFICE10' x 12' COPY WOMEN'S MEN'S MEN'S WOMEN'S OPEN OFFICE ELECROOM9' X 20' FIREROOM IT CLOS CONFROOM12'-6" X 20' BREAK OPEN OFFIC E OFFICE10' X 12' OFFICE11'-6" X 12' OFFICE10'-6" X 12' LOBBY JAN. OFFICE10' X 12' WOMEN'S MEN'S MEN'S WOMEN'S VAN VAN VAN VAN VANVAN VAN VAN 285 27 3 29 0 28 0 275 280 2 8 5 305 300 310 278 269 280 28 1 2 8 4 28 6 286 287 277 276 27 5 28 4 27 0 28 4 286 27 3 28 5 28 428 3 28 2 284 283 282 281 280 280 28 0 28 5 289 28 7 29 8 29 8 298 297 296 289 2 9 3 292 292292 297 2 9 6 297 298 29 5 29 6 297 294 293 291 288 291 290 29 4 29 5 29 3 295 29 1 28 9 286 28 9 27 4 28 8 28 0 27 9 28 0 281 28 1 28 2 28 3 W S W S S FW FW FW FW FW FW FW FW FW FW FW FW >> > > > = 23,474 S.F.TOTAL AREA OF SHADE FROM TREES = 23,200 S.F. = 46,684 S.F. SHADE CALCULATION SHADE PROVIDED BY TREES AT 5 YEARS GROWTH SHADE AND PAVING LEGEND TOTAL REQUIRED SHADE AREA (50%) (TREES AT 5 YEARS MATURITY) TOTAL SHADED AREA = 23,474 S.F. (50.3%) TOTAL AREA OF PARKING STALLS AREA OF PARKING STALLS & ASSOCIATED VEHICULAR CIRCULATION EXISTING PLANT SCHEDULE TREES SYMBOL BOTANICAL NAME COMMON NAME ARBUTUS UNEDO STAWBERRY TREE CERCIS OCCIDENTALIS WESTERN REDBUD QUERCUS AGRIFOLIA COAST LIVE OAK RHUS LANCEA AFRICAN SUMAC SCHINUS MOLLE CALIFORNIA PEPPER NOTE: THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE. THE LETTER (R) INDICATES AN EXISTING TREE TO BE REMOVED FROM SITE. PROPOSED PLANT PALETTE SYMBOL BOTANICAL NAME COMMON NAME SIZE TREES CERCIS OCCIDENTALIS WESTERN REDBUD 24" BOX STD. PLATANUS RACEMOSA CALIFORNIA SYCAMORE 24" BOX STD. QUERCUS AGRIFOLIA COAST LIVE OAK 24" BOX STD. RHUS LANCEA AFRICAN SUMAC 24" BOX STD. Sheet Number Job Number Scale Drawing Date Check By Drawn By E S C A Y A 2 0 2 0 S C A A R C H I T E C T U R E A R C H I T E C T U R E 13 2 8 0 E v e n i n g C r e e k D r i v e S o u t h | S u i t e 1 2 5 Sa n D i e g o , C A 9 2 1 2 8 85 8 . 7 9 3 . 4 7 7 7 | s c a - s d . c o m SD/Pricing Set Construction Set Plan Check Permit Set Planning Bid Set Issue Dates - - - H E R I T A G E R O A D C H U L A V I S T A , C A 9 1 9 1 1 Revision Dates 1 -- - - - J: \ D w g s \ S M I T H \ R o c k e f e l l e r E s c a y a \ 1 - S D \ r o c k - s h a d e d i a g r a m . d w g T h u . , 3 0 S e p . 2 0 2 1 - 6 : 1 9 p m P l o t t e d b y : S o o L3.1 PRELIMINARY SHADE DIAGRAM STREETSCAPE PLANTING PER SEPARATE PERMIT, BY OTHERS KEY MAP NOT TO SCALE MA T C H L I N E - S E E S H E E T L 2 . 2 HERITAGE ROAD BUILDING B BUILDING C FUTURE OFFICE HERITAGE ROAD SA N T A M A Y A HERIT A G E R O A D BLDG. B BLDG. B BLDG. C US P S MAILBOX CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV EV CHARGING EV CHARGING EV CHARGING MAILBOX US P S EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EVCLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EV CLEAN AIR / CARPOOL / EVCLEAN AIR / CARPOOL / EV EV CHARGING EV CHARGING EV CHARGING CLEAN AIR / CARPOOL / EV (R) (R) (R) (R) (E) (E) (E)(E)(E)(E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E)(E)(E) (E)(E)(E)(E) (E) (E) (E) LOBBY CONF ROOM 12' X 19' IT CLOS OFFICE 10' x 12' OFFICE 10' x 12' BREAK JAN. WOMEN'S MEN'S MEN'S WOMEN'S OPEN OFFICE COPY LOBBY CONF ROOM 12' X 19' BREAK IT CLOS JAN. OFFICE 10' x 12' OFFICE 10' x 12' COPY WOMEN'S MEN'S MEN'S WOMEN'S OPEN OFFICE ELEC ROOM 9' X 20' FIRE ROOM VANVAN VA N VA N 27 3 29 0 305 300 310 27 8 26 9 27 7 27 6 27 5 2 7 0 28 0 28 5 289 28 7 2 9 8 2 9 8 298 297 296 289 2 9 3 292 292292 2 9 7 2 9 6 297 298 29 5 29 6 29 7 294 293 291 288 291 290 2 9 4 2 9 5 2 9 3 295 29 1 2 8 9 28 6 2 8 9 27 4 2 8 8 W W W W W W W W W W S S S S S S S S S S S W W W W W W W S S S S S S S S S S S FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW F W FWFWFW FW FW FW FW FW FW FW >>>>>>>>>>>>>>>>>>> HER I T A G E R O A D HERITAGE ROAD BUILDING A FUTURE OFFICE BUILDING B BUILDING C FUTURE OFFICE HERITAGE ROAD SA N T A M A Y A BUILDING A BLDG. A BLDG. A HERITA G E R O A D BLDG. B BLDG. B BLDG. C EV CHARGING EV CHARGI N G EV CHARGI N G EV CHARGING EV CHARGI N G EV CHARGING EV CHARGING EV CHARGIN G CLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / E VCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / E VCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / E V CLEAN AIR /CARPOOL / EV USPS MAILB O X USP S MAILBOX CLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EV EV CHARGING EV CHARGING EV CHARGING MAILBOX USP S EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G EV C H A R G I N G CLEAN AIR / CARPOOL / EV CLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EV CLEAN AIR /CARPOOL / EV CLEAN AIR / CARPOOL / EVCLEAN AIR / CARPOOL / EV EV CHARGING EV CHARGING EV CHARGING CLEAN AIR /CARPOOL / EV (R) (R) (R) (R) (R) (R) (R) (R) (R) (R) (R) (R) (R)(R) (R) (R) (R) (R) (R) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E)(E)(E)(E)(E)(E)(E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E)(E)(E)(E) (E)(E)(E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) LOBBY CONFROOM12' X 19' IT CLOS OFFICE10' x 12' OFFICE10' x 12' BREAK JAN. WOMEN'S MEN'S MEN'S WOMEN'S OPEN OFFICE COPY LOBBY CONF ROOM12' X 19' BREAK IT CLOS JAN. OFFICE10' x 12' OFFICE10' x 12' COPY WOMEN'S MEN'S MEN'S WOMEN'S OPEN OFFICE ELECROOM9' X 20' FIREROOM IT CLOS CONFROOM12'-6" X 20' BREAK OPEN OFFIC E OFFICE10' X 12' OFFICE11'-6" X 12' OFFICE10'-6" X 12' LOBBY JAN. OFFICE10' X 12' WOMEN'S MEN'S MEN'S WOMEN'S VAN VAN VAN VAN VANVAN VAN VAN 285 27 3 29 0 28 0 275 280 2 8 5 305 300 310 278 269 280 28 1 2 8 4 28 6 286 287 277 276 27 5 28 4 27 0 28 4 286 27 3 28 5 28 428 3 28 2 284 283 282 281 280 280 28 0 28 5 289 28 7 29 8 29 8 298 297 296 289 2 9 3 292 292292 297 2 9 6 297 298 29 5 29 6 297 294 293 291 288 291 290 29 4 29 5 29 3 295 29 1 28 9 286 28 9 27 4 28 8 28 0 27 9 28 0 281 28 1 28 2 28 3 W S W S S FW FW FW FW FW FW FW FW FW FW FW FW >> > > > = 23,474 S.F.TOTAL AREA OF SHADE FROM TREES = 23,200 S.F. = 46,684 S.F. SHADE CALCULATION SHADE PROVIDED BY TREES AT 5 YEARS GROWTH SHADE AND PAVING LEGEND TOTAL REQUIRED SHADE AREA (50%) (TREES AT 5 YEARS MATURITY) TOTAL SHADED AREA = 23,474 S.F. (50.3%) TOTAL AREA OF PARKING STALLS AREA OF PARKING STALLS & ASSOCIATED VEHICULAR CIRCULATION EXISTING PLANT SCHEDULE TREES SYMBOL BOTANICAL NAME COMMON NAME ARBUTUS UNEDO STAWBERRY TREE CERCIS OCCIDENTALIS WESTERN REDBUD QUERCUS AGRIFOLIA COAST LIVE OAK RHUS LANCEA AFRICAN SUMAC SCHINUS MOLLE CALIFORNIA PEPPER NOTE: THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE. THE LETTER (R) INDICATES AN EXISTING TREE TO BE REMOVED FROM SITE. PROPOSED PLANT PALETTE SYMBOL BOTANICAL NAME COMMON NAME SIZE TREES CERCIS OCCIDENTALIS WESTERN REDBUD 24" BOX STD. PLATANUS RACEMOSA CALIFORNIA SYCAMORE 24" BOX STD. QUERCUS AGRIFOLIA COAST LIVE OAK 24" BOX STD. RHUS LANCEA AFRICAN SUMAC 24" BOX STD. Sheet Number Job Number Scale Drawing Date Check By Drawn By E S C A Y A 2 0 2 0 S C A A R C H I T E C T U R E A R C H I T E C T U R E 13 2 8 0 E v e n i n g C r e e k D r i v e S o u t h | S u i t e 1 2 5 Sa n D i e g o , C A 9 2 1 2 8 85 8 . 7 9 3 . 4 7 7 7 | s c a - s d . c o m SD/Pricing Set Construction Set Plan Check Permit Set Planning Bid Set Issue Dates - - - H E R I T A G E R O A D C H U L A V I S T A , C A 9 1 9 1 1 Revision Dates 1 -- - - - J: \ D w g s \ S M I T H \ R o c k e f e l l e r E s c a y a \ 1 - S D \ r o c k - s h a d e d i a g r a m . d w g T h u . , 3 0 S e p . 2 0 2 1 - 6 : 1 9 p m P l o t t e d b y : S o o L3.2 PRELIMINARY SHADE DIAGRAM STREETSCAPE PLANTING PER SEPARATE PERMIT, BY OTHERS KEY MAP NOT TO SCALE MA T C H L I N E - S E E S H E E T L 2 . 1