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HomeMy WebLinkAboutAgenda Package - PC Jan12_2022 . Date:January 12, 2022 Time:6:00 p.m. Location:Council Chambers, 276 Fourth Avenue, Chula Vista, CA View the Meeting Live: www.chulavistaca.gov/boardmeetings Welcome to your Planning Commission Meeting The Planning Commission has transitioned back to holding live, in-person meetings. PUBLIC COMMENTS: Public comments may be submitted to the Planning Commission in the following ways: In-Person comments during the meeting. Join us for the Planning Commission meeting at the time and location specified on this agenda to make your comments. Please visit www.chulavistaca.gov/boardmeetings for current mask requirements and other safety protocols. • Submit an eComment: Visit www.chulavistaca.gov/boardmeetings and locate this meeting. Click on the comment bubble. Click on the item you wish to comment on, then click on "Leave comment." The commenting portal will close one hour before the meeting. All comments will be available to the public and the Planning Commission. If you have difficulty submitting eComments email your comments to PC@chulavistaca.gov. • Mail or email comments. Submit comments via email to PC@chulavistaca.gov or by mail to Planning Commission, 276 Fourth Ave, Chula Vista, CA 91910. Please send comments early; written comments received within one hour of the meeting may not be distributed until the following day. • HOW TO WATCH: Live stream and recorded video of the meeting is available at www.chulavistaca.gov/boardmeetings. ACCESSIBILITY: Individuals with disabilities are invited to request reasonable modifications or accommodations in order to access and/or participate in a Planning Commission meeting by contacting the Development Services Department at PC@chulavistaca.gov (California Relay Service is available for the hearing impaired by dialing 711) at least forty-eight hours in advance of the meeting. SPEAKER TIME LIMITS: The time allotted for speakers may be adjusted by the Chair. Five minutes* for specific items listed on the agenda• Three minutes* for items NOT on the agenda (called to speak during Public Comments)• A group of individuals may select a spokesperson to speak on their behalf on an agenda item, waiving their option to speak individually on the same item. Generally, five minutes are allotted per person, up to a limit of 30 minutes, although the limits may be adjusted. Members of the group must be present. • *Individuals who use a translator will be allotted twice the amount of time. Pages 1.CALL TO ORDER 2.ROLL CALL Commissioners Burroughs, De La Rosa, Gutierrez, Milburn, Nava, Torres, and Chair Zaker 3.PLEDGE OF ALLEGIANCE TO THE FLAG AND MOMENT OF SILENCE 4.PUBLIC COMMENTS Persons may address the Commission on any subject matter within the Commission’s jurisdiction that is not listed as an item on the agenda. State law generally prohibits the Commission from discussing or taking action on any issue not included on the agenda, but, if appropriate, the Commission may schedule the topic for future discussion or refer the matter to staff. If you wish to speak on any item, please fill out a "Request to Speak" form and submit it to the Secretary prior to the meeting. 5.PUBLIC HEARINGS The following item(s) have been advertised as public hearing(s) as required by law. If you wish to speak on one of these items, please fill out a "Request to Speak" form and submit it to the Secretary prior to the meeting. 5.1.CONSIDERATION OF DESIGN REVIEW PERMIT DR21-0007, DEVELOPMENT OF THREE INDUSTRIAL BUILDINGS IN THE OTAY RANCH VILLAGE 3 BUSINESS PARK 4 Recommended Action: Conduct a public hearing and adopt Resolution No. DR21-0007 approving the Design Review for the project; and Resolution No. VAR21- 0001 for a Variance to allow an increase in height for a portion of the proposed retaining wall, based on findings and subject to conditions contained therein. 2022-01-12 PC Agenda Page 2 of 159 6.ACTION ITEMS The Item(s) listed in this section of the agenda will be considered individually by the Commission and are expected to elicit discussion and deliberation. If you wish to speak on any item, please fill out a "Request to Speak" form and submit it to the Secretary prior to the meeting. 6.1.APPROVAL OF MEETING MINUTES 155 Recommended Action: Approve the minutes of November 10, 2021. OTHER BUSINESS 7.STAFF COMMENTS 8.CHAIR'S COMMENTS 9.COMMISSIONERS' COMMENTS 10.ADJOURNMENT to the regular meeting on January 26, 2022 at 6:00 p.m. Materials provided to the Planning Commission related to any open-session item on this agenda are available for public review by contacting the Development Services Department at pc@chulavistaca.gov. 2022-01-12 PC Agenda Page 3 of 159 v . 0 0 1 P a g e | 1 January 12, 2022 ITEM TITLE Design Review Permit for Heritage Industrial Center, three industrial shell buildings on a 11.6-acre site. Location: North and northwest of Heritage Road at the intersection of Heritage Road and Santa Maya (Lots 814, 815 and 816 of Map 16160). Environmental Notice: The Project was adequately covered in previously certified Final Environmental Impact Report (FEIR 13-01) (Sch No. 2013071077) prepared for the Otay Ranch University Villages Project Comprehensive Sectional Planning Area (SPA) Plan Amendment and certified by the City Council on December 2, 2014. Thus, no further environmental review is required. Recommended Actions Conduct a public hearing and adopt Resolution No. DR21-0007 approving the Design Review for the project; and Resolution No. VAR21-0001 for a Variance to allow an increase in height for a portion of the proposed retaining wall, based on findings and subject to conditions contained therein. SUMMARY Rockefeller Group (the “Applicant”) requests approval of plans for three industrial office/warehouse/ecommerce buildings totaling 201,200 square feet (the “Project”). The Project, referred to as Heritage Industrial Center, is located on an existing, previously graded, vacant 11.6-acre site consisting of three parcels, within the Otay Ranch Village 3 Business Park (the “project site”). The property is owned by HomeFed Village III Master, LLC (the “Property Owner”). Zoning for the project site is Industrial (I) per the Otay Ranch Village 3 and a Portion of Village 4 Sectional Planning Area (SPA) Plan, and the General Plan designation is Limited Industrial (IL). HOUSING IMPACT STATEMENT The Industrial zone is not designated for residential development. The Village 3 North Tentative Map (CVT 16-02) did not allocate any residential units for the project site; therefore, there are no housing units proposed as part of the Project. 2022-01-12 PC Agenda Page 4 of 159 P a g e | 2 ENVIRONMENTAL REVIEW The Director of Development Services has reviewed the proposed project for compliance with the California Environmental Quality Act (CEQA) and has determined that the Project was adequately covered in previously certified Final Environmental Impact Report (FEIR 13-01) (Sch No. 2013071077) for the Otay Ranch University Villages Project Comprehensive SPA Plan Amendment and certified by the City Council on December 2, 2014. Therefore, no additional environmental review is required. DISCUSSION Project Site Characteristics: The 11.6-acre project site is located north and northwest of Heritage Road at the intersection of Heritage Road and Santa Maya (Lots 814, 815 and 816 of Map 16160), within the Otay Ranch Village 3 Business Park (Attachment 1 – Location Map). To the north of the site is the County of San Diego Otay Landfill. To the south are existing single-family residential dwellings. To the east is the Republic Services Operations Center, and to the west is the Escaya Self Storage. Table 1 below summaries the surrounding land uses: Table 1 – Project Site and Adjacent Zoning/Land Uses Location General Plan Zoning Current Land Use Proposed Land Use Project site IL I Vacant Industrial North County of San Diego N/A Otay Land Fill N/A South RM, RMH SF4, RM1 Single Family Dwellings N/A East IL I Escaya Self Storage N/A West IL IP Chula Vista Sanitary Service – Republic Services Operations Center N/A Project Description: The proposed project includes three industrial shell buildings for office and storage/warehouse/ecommerce uses, an outdoor seating area for employees, and landscape improvements. The three industrial shell buildings are comprised of, Building A with 104,900 square feet and 132 parking spaces, Building B with 55,700 square feet and 92 parking spaces and Building C with 40,600 square feet and 63 parking spaces. The project site is located north and northwest of Heritage Road at the intersection of Heritage Road and Santa Maya (Lots 814, 815 and 816 of Map 16160). Each proposed building is situated on an individual parcel, with the main pedestrian entry on the southern building façades providing access from the parking lot. Loading areas are located at the rear of the buildings, hidden from public view. The project site has two driveway entrances, one proposed on the west side from Heritage Road and one existing on the east side at 2022-01-12 PC Agenda Page 5 of 159 P a g e | 3 the signalized intersection of Santa Maya and Heritage Road. The project site is separated from Heritage Road by two open space lots which wrap around the three industrial parcels creating a buffer from the public right of way. Building Design The three buildings will have a neutral color palette but will provide high contrast in the finishes selected for aesthetics. These will each be painted, tilt up concrete structures. The painted concrete and metal awnings are durable and will be low maintenance. All materials used in these buildings will be high quality, durable and require low maintenance. To keep with the style of the buildings and to also provide visual interest, 'tower' like features were added to each of the building entries. These entries are five feet taller than the adjacent parapet heights. Offices and entries are defined by large storefront systems twenty-four feet in height along with creative architectural forms with contrasting color to enhance the entry. Both the building’s design and landscape have been carefully coordinated to provide a cohesive design and provide a sense of pedestrian scale at the ground level of the buildings. Variations in parapet heights and forms will provide interest in character and various shadows. Wall planes have been staggered to help draw attention to entries and architectural features. Each building entry was designed to be an inviting space with low overhangs and colorful features for visual cues. Because of the modern design colorful ‘pop outs’ with concrete reveals help emphasize entry areas as well. All roof mounted equipment will be screened by the parapet. No roof mounted equipment will be visible from the site, street or nearby properties and no mechanical equipment or vents shall be placed on the exterior surface. Circulation and Site Access The site design provides adequate circulation for any large truck access and for truck turning and maneuvering throughout the parking lots. Large trucks may enter and exit the site from two driveways onto the public streets and maneuver around any structure on all lots without backing up, as reflected on the site plan. Landscaping/Screening Landscaping creates a focus on site entrances and to the parking lots and entrances of the buildings. All parking will be provided onsite. Parking areas will be screened with landscaping of hedges and trees. Large retaining walls will be screened with vines that will cover the wall fronting Heritage Road. The landscaping provides numerous shrubs and trees to soften the screen walls and retaining walls where possible. An outdoor eating area will be located adjacent to each building with a variety of low shrubs and trees to provide shade while also maintaining views. Lighting Exterior lighting will be provided around the buildings and throughout the site to illuminate the parking areas, loading areas, building entrances and pedestrian areas. Site fixtures include lighting with photocell sensors and the building lighting will have wall mounted fixtures and recessed can lights under the entries. 2022-01-12 PC Agenda Page 6 of 159 P a g e | 4 All site lighting will be directed downward to minimize the spread of the beam and be consistent with the lighting policies of the City of Chula Vista. All lighting will be hooded and designed to prevent light spillage. Variance A wall height variance is requested for approximately 130 lineal feet of retaining wall at Lot 814. The maximum allowable wall height according to the Village 3 Business Park Design Guidelines is 8.5 feet. The variance requests to exceed the allowable height by 1.5 feet for a maximum exposed height of 10 feet to provide a maintenance access bench at the bottom of wall / top of open space area as required by the City. As a part of the rough grading that has been performed on the project site, there is a seven-foot berm that divides Lot 814 and Lot 815. This berm is proposed to be modified as a part of the proposed development. Lot 814 will require fill material to raise the site above the existing open space slope elevation and provide a smooth transition to the ultimate condition of adjacent Lot 815. A minimum of a 2.5-foot-wide flat maintenance path is required in front of the proposed retaining wall along the Heritage frontage. Providing this maintenance path increases the total exposed height of the proposed retaining wall to 10 feet. This is greater than the 8.5-foot maximum height permitted within the Business Park Design Guidelines. Therefore, a wall height Variance is requested for an approximately 130 lineal feet of retaining wall located at Lot 814 with a maximum exposed height of 10 feet. The existing open space (Lot D) fronting Lot 814 has a minimum width of forty (40) feet and a maximum width of eighty (80) feet with a maximum thirty (30) foot vertical rise from back of sidewalk to the project site. This open space slope (Lot D) provides visual relief and screening of the proposed private onsite improvements from passing pedestrians and vehicles due to the sight line from the right-of way to the property. Project Analysis: The below table provides the development regulations along with how the proposed project meets these requirements: Table 2: Project Data Table Assessor’s Parcel Numbers: 644-061-0100, 644-061-0200, 644-061-0300 Current Zoning: Industrial (I) General Plan Designation: Limited Industrial (IL) Lot Area: 11.6 acres Industrial Development: 201,200 square feet PARKING REQUIRED: PROPOSED PARKING: 2022-01-12 PC Agenda Page 7 of 159 P a g e | 5 Office 1/300 Square Feet (“S.F.”) Warehouse/Storage: 1/1000 for first 20,000 S.F.* Building A (104,900 S.F.): 119 Required stalls Office = 7,000 SF @ 1/300 = 23 Stalls Warehouse = 97,900 SF @ 1/1000 = 98 stalls Building B (55,700 S.F.): 70 Required Stalls Office = 6,000 SF @ 1/300 = 20 stalls Warehouse = 49,700 SF @ 1/1000 = 50 stalls Building C (40,600 S.F.): 51 Required Stalls Office = 4,000 SF @ 1/300 = 37 stalls Warehouse = 36,600 SF @ 1/1000 = 14 stalls Total Building Area 201,200 S.F. Total Required Parking Spaces = 237 Building A: 132 stalls provided Electric Vehicle (“EV”): 8 stalls Clean Air/Vanpool/EV: 11 stalls Short-term Bicycle: 7 stalls Building B: 92 stalls provided Electric Vehicle: 6 stalls Clean Air/Vanpool/EV: 8 stalls Short-term Bicycle: 5 stalls Building C: 63 stalls provided Electric Vehicle: 4 stalls Clean Air/Vanpool/EV: 6 stalls Short-term Bicycle: 3 stalls Total Provided = 287 Stalls *(1 space/1,000 square feet of gross area for the first 20,000 square feet devoted to storage. 1 space/2,000 square feet for the second 20,000 square feet. 1space/4,000 square feet for area in excess of 40,000 square feet.) Design Review Permit The Design Review shall comply with the procedures and requirements set forth in Chula Vista Municipal Code Section 19.14.582 through 19.14.600, except that the findings and actions of the Planning Commission shall be based upon the provisions of the Otay Ranch Village 3 SPA. The Design Review process requires a determination that a project is in compliance with the defined standards and guidelines of the Otay Ranch Village 3 and a Portion of Village 4 Planned Community District Regulations, the Village 3 Business Park Design Guidelines and the Otay Ranch Village 3 Landscape Master Plan. Per Otay Ranch Village 3 SPA, Table 8 - Permitted Use Matrix – Business Park District; office, storage warehouses, and distributors are a permitted use. However, Table 13 - Discretionary Approval Matrix requires a Major Design Review (Planning Commission) for projects that include 20,000 square feet or more of industrial building. The Design Review Findings are provided as Enclosure A. 2022-01-12 PC Agenda Page 8 of 159 P a g e | 6 SPA Plan Industrial uses in Village 3 are intended to provide for a high-quality working environment and to achieve a harmonious mixture of land uses. Activities are intended to promote employment opportunities in manufacturing, service, research and development, engineering, and wholesale trade. The Industrial zone is included in the Planned Community District Regulations to reserve appropriately located areas for business and industrial use and protect those areas from residential development and other non-harmonious uses. The project site has been designed to promote sufficient open space around the three proposed industrial structures to protect them from hazard; minimize the impact of industrial operations and noise on nearby residential or commercial uses; and to minimize traffic congestion. The site plan is arranged to support the use along Heritage Road. Parking and circulation, as well as trash and loading areas, are sized appropriately for the proposed project. The buildings are designed with varied architectural planes, and heights to create a cohesive design and provide a sense of pedestrian scale at the ground level of the buildings. Business Park Design Guidelines The purpose of the Business Park Design Guidelines (BPDG) is to provide direction for the design of sites, buildings and landscapes within the Business Park to ensure that the quality of the adopted urban design and architectural concepts established for the overall Otay Ranch community are maintained. The Design Guidelines identify a theme for the Otay Ranch Business Park and delineate that identity through streetscape and landscape design, signage programs, and architectural and lighting guidelines. The goal of building design guidelines is to create a consistent, harmonious business park, while allowing for variety and project individuality. While there is no specific architectural style, detail, form, and materials requirement, each property owner is encouraged to work within the context of the Otay Ranch and Village 3 community, adjacent properties, and individual site in establishing an architectural expression for their property. Variation in parapet heights and forms will provide interest in character and various shadows. Wall planes have been staggered to help draw attention to entries and architectural features. Each building entry was designed to be an inviting space with low overhangs and colorful features for visual cues, and modern design colorful ‘pop outs’ with concrete reveals help emphasize entry areas as well. These combined measures show consistency with the BPDG. Landscape Master Plan Consistent with the overall Village 3 Design Plan, an agrarian-inspired landscape theme will be created through a comprehensive landscape plan that addresses outdoor spaces, and the use of a variety of trees, shrubs and groundcovers. The agrarian-inspired landscape design theme is established in the features of the project site with plantings of this character. Various tree types have been selected to provide filtered shade while maintaining a semi-transparent view of the architectural features. Landscaping creates a focus on site entrances and to the parking lots and entrances of the buildings. Parking areas will be screened with landscaping consisting of hedges, trees, and large retaining walls will be screened and softened by vines and other plant material. Variance The granting of a Variance is an administrative act to allow a variation from the strict application of the adopted Village 3 development regulations of a particular zone, and to provide a reasonable use for a property having unique characteristics by virtue of its size, location, design or topographical features. Since the Design Review and Variance are being processed together, and in accordance with the consolidated 2022-01-12 PC Agenda Page 9 of 159 P a g e | 7 review Council Policy, the entire Project follows the Planning Commission approval process of the Design Review. The Variance Findings are provided in Enclosure B. CONCLUSION Based on the analysis of the proposed project, staff recommends that the Planning Commission approve the proposed project subject to the conditions contained in the resolutions. The proposed project is consistent with the Otay Ranch Village 3 SPA Plan, the Planned Community District Regulations, the Landscape Master Plan, and the Business Park Design Guidelines. DECISION-MAKER CONFLICT Staff has reviewed the property holdings of the Planning Commission members and has found no property holdings within 1,000 feet of the boundaries of the property which is the subject of this action. Consequently, this item does not present a disqualifying real property-related financial conflict of interest under California Code of Regulations Title 2, section 18702.2(a)(7) or (8), for purposes of the Political Reform Act (Cal. Gov’t Code §87100, et seq.). Staff is not independently aware and has not been informed by any Planning Commission member, of any other fact that may constitute a basis for a decision-maker conflict of interest in this matter. FISCAL IMPACT The application fees and processing costs are paid for by the Applicant, resulting in no net fiscal impact to the Development Services Fund or the General Fund. ATTACHMENTS 1 – Location Map 2 - Noise Study 3 – Resolution DR21-0007 4 – Resolution VAR21-0001 5 – Project Plans 6 – Department of Toxic Substances Control Letter Staff Contact: Genevieve Hernandez, Senior Planner, Development Services Tiffany Allen, Director of Development Services 2022-01-12 PC Agenda Page 10 of 159 MAIN ST HERI T A G E R D CAMI N O A L D E A ENERGY WY CAMINO L E V A N T E CALLE PIL A R E S CALLE DE C E O CAMINO P R A D O CAMINO C A N T E R A S A N T A M A Y A A V E N I D A E S C A Y A P A S E O C U L T U R A PROJECT LOCATION NORTH No Scale J:\Planning\Public Notices\DR\DR-2021\DR210007.pdf SCALE:FILE NUMBER: PROJECT DESCRIPTION: PROJECT ADDRESS:OR V3 North/West parcels Project Summary: Proposing the construction of 3, tilt-up shell buildings on a vacant Business Park site. Related cases: NoneDR21-0007 PROJECT APPLICANT:LOCATOR DESIGN REVIEWHomeFed Village III, Master LLC C H U L A V ISTA D E V EL O P M EN T SER V IC E S D EPA RT M E N T NORTH DR21-0007 OTAY LANDFILL 2022-01-12 PC Agenda Page 11 of 159 Acoustical Assessment Rockefeller Heritage Industrial Center City of Chula Vista, California Prepared by: Kimley-Horn and Associates, Inc. 1100 Town and Country Road, Suite 700 Contact: Mr. Ryan Chiene 714.705.1343 October 2021 2022-01-12 PC Agenda Page 12 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | ii TABLE OF CONTENTS 1 INTRODUCTION 1.1 Project Location ....................................................................................................................................... 1 1.2 Project Description ................................................................................................................................... 1 2 ACOUSTIC FUNDAMENTALS 2.1 Sound and Environmental Noise .............................................................................................................. 5 2.2 Groundborne Vibration ............................................................................................................................ 9 3 REGULATORY SETTING 3.1 State of California ................................................................................................................................... 11 3.2 Local ....................................................................................................................................................... 11 4 EXISTING CONDITIONS 4.1 Existing Noise Sources ............................................................................................................................ 14 4.2 Sensitive Receptors ................................................................................................................................ 15 5 SIGNIFICANCE CRITERIA AND METHODOLOGY 5.1 CEQA Threshsolds .................................................................................................................................. 17 5.2 Methodology .......................................................................................................................................... 17 6 POTENTIAL IMPACTS AND MITIGATION 6.1 Acoustical Impacts ................................................................................................................................. 19 7 REFERENCES References .............................................................................................................................................. 29 TABLES Table 1 Typical Noise Levels .................................................................................................................................. 5 Table 2 Definitions of Acoustical Terms ................................................................................................................ 6 Table 3 Human Reaction and Damage to Buildings for Continuous or Frequent Intermittent Vibrations ........... 9 Table 4 Exterior Noise Limits .............................................................................................................................. 13 Table 5 Interior Noise Limits ............................................................................................................................... 13 Table 6 Existing Noise Measurements ................................................................................................................ 15 Table 7 Typical Construction Noise Levels .......................................................................................................... 20 Table 8 Project Construction Noise Levels at Nearest Uses ............................................................................... 21 Table 9 Project Operational Noise Levels ........................................................................................................... 23 Table 10 Composite Project Operational Noise Levels ......................................................................................... 25 Table 11 Project Traffic Noise Levels .................................................................................................................... 26 Table 12 Typical Construction Equipment Vibration Levels ................................................................................. 27 EXHIBITS Exhibit 1 Regional Vicinity ....................................................................................................................................... 2 Exhibit 2 Site Vicinity ............................................................................................................................................... 3 Exhibit 3 Conceptual Site Plan ................................................................................................................................ 4 Exhibit 4 Noise Measurement Locations .............................................................................................................. 16 Exhibit 5 Project Noise Contours .......................................................................................................................... 24 APPENDICES Appendix A: Noise Data 2022-01-12 PC Agenda Page 13 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | iii LIST OF ABBREVIATED TERMS ADT average daily traffic APN Assessor’s Parcel Number CEQA California Environmental Quality Act CNEL community equivalent noise level CSMA California Subdivision Map Act CVMC Chula Vista Municipal Code dBA A-weighted sound level dB decibel du/ac dwelling units per acre Ldn day-night noise level Leq equivalent noise level FHWA Federal Highway Administration FTA Federal Transit Administration HVAC heating ventilation and air conditioning Hz hertz in/sec inches per second Lmax maximum noise level Lmin minimum noise level µPa micropascals PPV peak particle velocity RMS root mean square VdB vibration velocity level 2022-01-12 PC Agenda Page 14 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 1 1 INTRODUCTION This report documents the results of an Acoustical Assessment completed for the Rockefeller Heritage Industrial Center Project (“Project” or “Proposed Project”). The purpose of this Acoustical Assessment is to evaluate the potential construction and operational noise and vibration levels associated with the Project and determine the level of impact the Project would have on the environment. 1.1 Project Location and Setting The Project site is in the southern portion of the City of Chula Vista (City), in San Diego County (County), California; refer to Exhibit 1: Regional Vicinity. The 11.57-acre Project site is located at Assessor’s Parcel Numbers (APNs) 644-061-01, -02, and -03, approximately 1,950 feet north of Main Street, directly north of Heritage Road, and approximately one mile south of Olympic Parkway; the site is approximately two miles north of State Route 905 (SR-905) and one 1 mile east of Interstate-805 (I-805); See Exhibit 1 and Exhibit 2: Site Vicinity. The site’s existing land use and zoning designation is Limited Industrial (LI). The Project site is located within the Chula Vista Vision 2020 General Plan (Chula Vista General Plan) East Planning Area, Otay Ranch Sub Area, Village 3 North. The immediate surrounding properties consist of the Otay Landfill to the north; commercial uses to the east; residential uses to the south; and industrial uses to the west of the Project site. 1.2 Project Description The Project involves the development of three industrial warehouse buildings (Proposed Buildings A, B, and C) totaling 202,400 square feet with associated facilities including approximately 24 truck docks, 297 vehicle parking spaces (including 43 electric vehicle [EV] parking spaces and 16 ADA-accessible spaces), landscaping, and sidewalk improvements; refer to Exhibit 3: Conceptual Site Plan. The Project applicant is pursuing the Project on a speculative basis and the future occupant(s) are unknown at this time. Therefore, the Project is conservatively assumed to operate 24 hours per day, seven days per week for the purposes of this Acoustical Assessment. Project Circulation Regional access to the Project site would occur from I-805, SR-905, and State Route 125 (SR-125), and local access would be provided via Heritage Road (a future designated local truck route). Project site ingress and egress would be provided by one full access driveway on Santa Maya and one right-in/right- out driveway access point from Heritage Road. A Class IV bikeway is currently planned for Heritage Road and existing right-of-way would allow for conversion of Class II to Class IV in the future. Thus, the Project is not required to dedicate right-of-way for additional bike lanes. All three of the proposed buildings would also be pedestrian accessible. 2022-01-12 PC Agenda Page 15 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 2 Exhibit 1: Regional Vicinity 2022-01-12 PC Agenda Page 16 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 3 Exhibit 2: Site Vicinity N 2022-01-12 PC Agenda Page 17 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 4 Exhibit 3: Conceptual Site Plan 2022-01-12 PC Agenda Page 18 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 5 2 ACOUSTIC FUNDAMENTALS 2.1 Sound and Environmental Noise Acoustics is the science of sound. Sound can be described as the mechanical energy of a vibrating object transmitted by pressure waves through a medium (e.g., air) to human (or animal) ear. If the pressure variations occur frequently enough (at least 20 times per second), they can be heard and are called sound. The number of pressure variations per second is called the frequency of sound and is expressed as cycles per second, or hertz (Hz). Noise is defined as loud, unexpected, or annoying sound. In acoustics, the fundamental model consists of a noise source, a receptor, and the propagation path between the two. The loudness of the noise source, obstructions, or atmospheric factors affecting the propagation path, determine the perceived sound level and noise characteristics at the receptor. Acoustics deal primarily with the propagation and control of sound. A typical noise environment consists of a base of steady background noise that is the sum of many distant and indistinguishable noise sources. Superimposed on this background noise is the sound from individual local sources. These sources can vary from an occasional aircraft or train passing by to continuous noise from traffic on a major highway. Perceptions of sound and noise are highly subjective from person to person. Measuring sound directly in terms of pressure would require a large range of numbers. To avoid this, the decibel (dB) scale was devised. The dB scale uses the hearing threshold of 20 micropascals (µPa) as a point of reference, defined as 0 dB. Other sound pressures are then compared to this reference pressure, and the logarithm is taken to keep the numbers in a practical range. The dB scale allows a million-fold increase in pressure to be expressed as 120 dB, and changes in levels correspond closely to human perception of relative loudness. Table 1: Typical Noise Levels provides typical noise levels. Table 1: Typical Noise Levels Common Outdoor Activities Noise Level (dBA) Common Indoor Activities – 110 – Rock Band Jet fly-over at 1,000 feet – 100 – Gas lawnmower at 3 feet – 90 – Diesel truck at 50 feet at 50 miles per hour Food blender at 3 feet – 80 – Garbage disposal at 3 feet Noisy urban area, daytime Gas lawnmower, 100 feet – 70 – Vacuum cleaner at 10 feet Commercial area Normal Speech at 3 feet Heavy traffic at 300 feet – 60 – Large business office Quiet urban daytime – 50 – Dishwasher in next room Quiet urban nighttime – 40 – Theater, large conference room (background) Quiet suburban nighttime – 30 – Library Quiet rural nighttime Bedroom at night, concert hall (background) – 20 – Broadcast/recording studio – 10 – Lowest threshold of human hearing – 0 – Lowest threshold of human hearing Source: California Department of Transportation, Technical Noise Supplement to the Traffic Noise Analysis Protocol, September 2013. 2022-01-12 PC Agenda Page 19 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 6 Noise Descriptors The dB scale alone does not adequately characterize how humans perceive noise. The dominant frequencies of a sound have a substantial effect on the human response to that sound. Several rating scales have been developed to analyze the adverse effect of community noise on people. Because environmental noise fluctuates over time, these scales consider that the effect of noise on people is largely dependent on the total acoustical energy content of the noise, as well as the time of day when the noise occurs. The equivalent noise level (Leq) is the average noise level averaged over the measurement period, while the day-night noise level (Ldn) and Community Equivalent Noise Level (CNEL) are measures of energy average during a 24-hour period, with dB weighted sound levels from 7:00 p.m. to 7:00 a.m. Most commonly, environmental sounds are described in terms of Leq that has the same acoustical energy as the summation of all the time-varying events. Each is applicable to this analysis and defined in Table 2: Definitions of Acoustical Terms. Table 2: Definitions of Acoustical Terms Term Definitions Decibel (dB) A unit describing the amplitude of sound, equal to 20 times the logarithm to the base 10 of the ratio of the pressure of the sound measured to the reference pressure. The reference pressure for air is 20. Sound Pressure Level Sound pressure is the sound force per unit area, usually expressed in µPa (or 20 micronewtons per square meter), where 1 pascals is the pressure resulting from a force of 1 newton exerted over an area of 1 square meter. The sound pressure level is expressed in dB as 20 times the logarithm to the base 10 of the ratio between the pressures exerted by the sound to a reference sound pressure (e.g. 20 µPa). Sound pressure level is the quantity that is directly measured by a sound level meter. Frequency (Hz) The number of complete pressure fluctuations per second above and below atmospheric pressure. Normal human hearing is between 20 Hz and 20,000 Hz. Infrasonic sound are below 20 Hz and ultrasonic sounds are above 20,000 Hz. A-Weighted Sound Level (dBA) The sound pressure level in dB as measured on a sound level meter using the A-weighting filter network. The A-weighting filter de-emphasizes the very low and very high frequency components of the sound in a manner similar to the frequency response of the human ear and correlates well with subjective reactions to noise. Equivalent Noise Level (Leq) The average acoustic energy content of noise for a stated period of time. Thus, the L eq of a time-varying noise and that of a steady noise are the same if they deliver the same acoustic energy to the ear during exposure. For evaluating community impacts, this rating scale does not vary, regardless of whether the noise occurs during the day or the night. Maximum Noise Level (Lmax) Minimum Noise Level (Lmin) The maximum and minimum dBA during the measurement period. Exceeded Noise Levels (L01, L10, L50, L90) The dBA values that are exceeded 1%, 10%, 50%, and 90% of the time during the measurement period. Day-Night Noise Level (Ldn) A 24-hour average Leq with a 10 dBA weighting added to noise during the hours of 10:00 p.m. to 7:00 a.m. to account for noise sensitivity at nighttime. The logarithmic effect of these additions is that a 60 dBA 24-hour Leq would result in a measurement of 66.4 dBA Ldn. Community Noise Equivalent Level (CNEL) A 24-hour average Leq with a 5 dBA weighting during the hours of 7:00 a.m. to 10:00 a.m. and a 10 dBA weighting added to noise during the hours of 10:00 p.m. to 7:00 a.m. to account for noise sensitivity in the evening and nighttime, respectively. The logarithmic effect of these additions is that a 60 dBA 24-hour Leq would result in a measurement of 66.7 dBA CNEL. Ambient Noise Level The composite of noise from all sources near and far. The normal or existing level of environmental noise at a given location. Intrusive That noise which intrudes over and above the existing ambient noise at a given location. The relative intrusiveness of a sound depends on its amplitude, duration, frequency, and time of occurrence and tonal or informational content as well as the prevailing ambient noise level. 2022-01-12 PC Agenda Page 20 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 7 The A-weighted decibel (dBA) sound level scale gives greater weight to the frequencies of sound to which the human ear is most sensitive. Because sound levels can vary markedly over a short period of time, a method for describing either the average character of the sound or the statistical behavior of the variations must be utilized. Most commonly, environmental sounds are described in terms of an average level that has the same acoustical energy as the summation of all the time-varying events. The scientific instrument used to measure noise is the sound level meter. Sound level meters can accurately measure environmental noise levels to within about plus or minus 1 dBA. Various computer models are used to predict environmental noise levels from sources, such as roadways and airports. The accuracy of the predicted models depends on the distance between the receptor and the noise source. A-Weighted Decibels The perceived loudness of sounds is dependent on many factors, including sound pressure level and frequency content. However, within the usual range of environmental noise levels, perception of loudness is relatively predictable and can be approximated by dBA values. There is a strong correlation between dBA and the way the human ear perceives sound. For this reason, the dBA has become the standard tool of environmental noise assessment. All noise levels reported in this document are in terms of dBA, but are expressed as dB, unless otherwise noted. Addition of Decibels The dB scale is logarithmic, not linear, and therefore sound levels cannot be added or subtracted through ordinary arithmetic. Two sound levels 10 dB apart differ in acoustic energy by a factor of 10. When the standard logarithmic dB is A-weighted, an increase of 10 dBA is generally perceived as a doubling in loudness. For example, a 70-dBA sound is half as loud as an 80-dBA sound and twice as loud as a 60-dBA sound. When two identical sources are each producing sound of the same loudness, the resulting sound level at a given distance would be 3 dBA higher than one source under the same conditions. Under the dB scale, three sources of equal loudness together would produce an increase of 5 dBA. Sound Propagation and Attenuation Sound spreads (propagates) uniformly outward in a spherical pattern, and the sound level decreases (attenuates) at a rate of approximately 6 dB for each doubling of distance from a stationary or point source. Sound from a line source, such as a highway, propagates outward in a cylindrical pattern. Sound levels attenuate at a rate of approximately 3 dB for each doubling of distance from a line source, such as a roadway, depending on ground surface characteristics. No excess attenuation is assumed for hard surfaces like a parking lot or a body of water. Soft surfaces, such as soft dirt or grass, can absorb sound, so an excess ground-attenuation value of 1.5 dB per doubling of distance is normally assumed. For line sources, an overall attenuation rate of 3 dB per doubling of distance is assumed. Noise levels may also be reduced by intervening structures; generally, a single row of buildings between the receptor and the noise source reduces the noise level by about 5 dBA, while a solid wall or berm reduces noise levels by 5 to 10 dBA. The way older homes in California were constructed generally provides a reduction of exterior-to-interior noise levels of about 20 to 25 dBA with closed windows. The exterior-to-interior reduction of newer residential units is generally 30 dBA or more. 2022-01-12 PC Agenda Page 21 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 8 Human Response to Noise The human response to environmental noise is subjective and varies considerably from individual to individual. Noise in the community has often been cited as a health problem, not in terms of actual physiological damage, such as hearing impairment, but in terms of inhibiting general well-being and contributing to undue stress and annoyance. The health effects of noise in the community arise from interference with human activities, including sleep, speech, recreation, and tasks that demand concentration or coordination. Hearing loss can occur at the highest noise intensity levels. Noise environments and consequences of human activities are usually well represented by median noise levels during the day or night or over a 24-hour period. Environmental noise levels are generally considered low when the CNEL is below 60 dBA, moderate in the 60 to 70 dBA range, and high above 70 dBA. Examples of low daytime levels are isolated, natural settings with noise levels as low as 20 dBA and quiet, suburban, residential streets with noise levels around 40 dBA. Noise levels above 45 dBA at night can disrupt sleep. Examples of moderate-level noise environments are urban residential or semi- commercial areas (typically 55 to 60 dBA) and commercial locations (typically 60 dBA). People may consider louder environments adverse, but most will accept the higher levels associated with noisier urban residential or residential-commercial areas (60 to 75 dBA) or dense urban or industrial areas (65 to 80 dBA). Regarding increases in dBA, the following relationships should be noted:  Except in carefully controlled laboratory experiments, a 1-dBA change cannot be perceived by humans.  Outside of the laboratory, a 3-dBA change is considered a just-perceivable difference.  A minimum 5-dBA change is required before any noticeable change in community response would be expected. A 5-dBA increase is typically considered substantial.  A 10-dBA change is subjectively heard as an approximate doubling in loudness and would almost certainly cause an adverse change in community response. Effects of Noise on People Hearing Loss. While physical damage to the ear from an intense noise impulse is rare, a degradation of auditory acuity can occur even within a community noise environment. Hearing loss occurs mainly due to chronic exposure to excessive noise but may be due to a single event such as an explosion. Natural hearing loss associated with aging may also be accelerated from chronic exposure to loud noise. The Occupational Safety and Health Administration has a noise exposure standard that is set at the noise threshold where hearing loss may occur from long-term exposures. The maximum allowable level is 90 dBA averaged over 8 hours. If the noise is above 90 dBA, the allowable exposure time is correspondingly shorter. Annoyance. Attitude surveys are used for measuring the annoyance felt in a community for noises intruding into homes or affecting outdoor activity areas. In these surveys, it was determined that causes for annoyance include interference with speech, radio and television, house vibrations, and interference with sleep and rest. The Ldn as a measure of noise has been found to provide a valid correlation of noise level and the percentage of people annoyed. People have been asked to judge the annoyance caused by aircraft noise and ground transportation noise. There continues to be disagreement about the relative 2022-01-12 PC Agenda Page 22 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 9 annoyance of these different sources. A noise level of about 55 dBA Ldn is the threshold at which a substantial percentage of people begin to report annoyance.1 2.2 Groundborne Vibration Sources of groundborne vibrations include natural phenomena (earthquakes, volcanic eruptions, sea waves, landslides, etc.) or man-made causes (explosions, machinery, traffic, trains, construction equipment, etc.). Vibration sources may be continuous (e.g., factory machinery) or transient (e.g., explosions). Ground vibration consists of rapidly fluctuating motions or waves with an average motion of zero. Several different methods are typically used to quantify vibration amplitude. One is the peak particle velocity (PPV); another is the root mean square (RMS) velocity. The PPV is defined as the maximum instantaneous positive or negative peak of the vibration wave. The RMS velocity is defined as the average of the squared amplitude of the signal. The PPV and RMS vibration velocity amplitudes are used to evaluate human response to vibration. Table 3: Human Reaction and Damage to Buildings for Continuous or Frequent Intermittent Vibrations, displays the reactions of people and the effects on buildings produced by continuous vibration levels. The annoyance levels shown in the table should be interpreted with care since vibration may be found to be annoying at much lower levels than those listed, depending on the level of activity or the sensitivity of the individual. To sensitive individuals, vibrations approaching the threshold of perception can be annoying. Low-level vibrations frequently cause irritating secondary vibration, such as a slight rattling of windows, doors, or stacked dishes. The rattling sound can give rise to exaggerated vibration complaints, even though there is very little risk of actual structural damage. In high noise environments, which are more prevalent where groundborne vibration approaches perceptible levels, this rattling phenomenon may also be produced by loud airborne environmental noise causing induced vibration in exterior doors and windows. Table 3: Human Reaction and Damage to Buildings for Continuous or Frequent Intermittent Vibrations Peak Particle Velocity (in/sec) Approximate Vibration Velocity Level (VdB) Human Reaction Effect on Buildings 0.006-0.019 64-74 Range of threshold of perception Vibrations unlikely to cause damage of any type 0.08 87 Vibrations readily perceptible Recommended upper level to which ruins and ancient monuments should be subjected 0.1 92 Level at which continuous vibrations may begin to annoy people, particularly those involved in vibration sensitive activities Virtually no risk of architectural damage to normal buildings 0.2 94 Vibrations may begin to annoy people in buildings Threshold at which there is a risk of architectural damage to normal dwellings 0.4-0.6 98-104 Vibrations considered unpleasant by people subjected to continuous vibrations and unacceptable to some people walking on bridges Architectural damage and possibly minor structural damage Source: California Department of Transportation, Transportation and Construction Vibration Guidance Manual, 2013. 1 Federal Interagency Committee on Noise, Federal Agency Review of Selected Airport Noise Analysis Issues, August 1992. 2022-01-12 PC Agenda Page 23 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 10 Ground vibration can be a concern in instances where buildings shake, and substantial rumblings occur. However, it is unusual for vibration from typical urban sources such as buses and heavy trucks to be perceptible. Common sources for groundborne vibration are planes, trains, and construction activities such as earth-moving which requires the use of heavy-duty earth moving equipment. For the purposes of this analysis, a PPV descriptor with units of inches per second (in/sec) is used to evaluate construction- generated vibration for building damage and human complaints. 2022-01-12 PC Agenda Page 24 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 11 3 REGULATORY SETTING To limit population exposure to physically or psychologically damaging as well as intrusive noise levels, the Federal government, the State of California, various county governments, and most municipalities in the state have established standards and ordinances to control noise. 3.1 State of California California Government Code California Government Code Section 65302(f) mandates that the legislative body of each county and city adopt a noise element as part of its comprehensive general plan. The local noise element must recognize the land use compatibility guidelines established by the State Department of Health Services. The guidelines rank noise land use compatibility in terms of “normally acceptable”, “conditionally acceptable”, “normally unacceptable”, and “clearly unacceptable” noise levels for various land use types. Single-family homes are “normally acceptable” in exterior noise environments up to 60 CNEL and “conditionally acceptable” up to 70 CNEL. Multiple-family residential uses are “normally acceptable” up to 65 CNEL and “conditionally acceptable” up to 70 CNEL. Schools, libraries, and churches are “normally acceptable” up to 70 CNEL, as are office buildings and business, commercial, and professional uses. Title 24 – Building Code The State’s noise insulation standards are codified in the California Code of Regulations, Title 24: Part 1, Building Standards Administrative Code, and Part 2, California Building Code. These noise standards are applied to new construction in California for interior noise compatibility from exterior noise sources. The regulations specify that acoustical studies must be prepared when noise-sensitive structures, such as residential buildings, schools, or hospitals, are located near major transportation noise sources, and where such noise sources create an exterior noise level of 65 dBA CNEL or higher. Acoustical studies that accompany building plans must demonstrate that the structure has been designed to limit interior noise in habitable rooms to acceptable noise levels. For new multi-family residential buildings, the acceptable interior noise limit for new construction is 45 dBA CNEL. 3.2 Local City of Chula Vista General Plan Adopted on December 13, 2005, the Chula Vista Vision 2020 General Plan (Chula Vista General Plan) identifies noise standards that are used as guidelines to evaluate transportation noise level impacts. These standards are also used to assess the long-term traffic noise impacts on specific land uses. According to the Chula Vista General Plan, land uses such as residences have acceptable exterior noise levels of up to 65 dBA CNEL. Based on the guidelines in the Chula Vista General Plan, an exterior noise level of 65 dBA CNEL is generally considered the maximum exterior noise level for sensitive receptors. Land uses near these significant noise-producers can incorporate buffers and noise control techniques including setbacks, landscaping, building transitions, site design, and building construction techniques to reduce the impact of excessive noise. Selection of the appropriate noise control technique would vary depending on the level of noise that needs to be reduced as well as the location and intended land use. 2022-01-12 PC Agenda Page 25 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 12 The City has adopted the Noise Section of the Environmental Element as a part of the Chula Vista General Plan. The Noise section specifies the levels of noise exposure that are generally considered to be compatible with various types of land uses. Additionally, the Noise section identifies transportation noise policies designed to protect, create, and maintain an environment free of harmful noise that could impact the health and welfare of sensitive receptors. The following Chula Vista General Plan goals, policies, and actions for addressing noise are applicable to the Project: Objective – E 21: Protect people from excessive noise through careful land use planning and the incorporation of appropriate mitigation techniques. Policy E 21.1: Apply the exterior land use-noise compatibility guidelines listed in Table 9-2 of this Environmental Element to new development, where applicable, and in light of project- specific considerations. Policy E 21.2: Where applicable, the assessment and mitigation of interior noise levels shall adhere to the applicable requirements of the California Building Code with local amendments and other applicable established City standards. Policy E 21.3: Promote the use of available technologies in building construction to improve noise attenuation capacities. Policy E 21.4: Continue to implement and enforce the City's noise control ordinance. Objective – E 22: Protect the community from the effects of transportation noise. Policy E 22.1: Work to stabilize traffic volumes in residential neighborhoods by limiting throughways and by facilitating the use of alternative routes around, rather than through, Neighborhoods. Policy E 22.2: Explore the feasibility of using new technologies to minimize traffic noise, such as use of rubberized asphalt in road surface materials. Policy E 22.3: Employ traffic calming measures, where appropriate, such as narrow roadways and on- street parking, in commercial and mixed use districts. Policy E 22.4: Encourage walking; biking; carpooling; use of public transit; and other alternative modes of transportation to minimize vehicular use and associated traffic noise. Policy E 22.5: Require projects to construct appropriate mitigation measures in order to attenuate existing and projected traffic noise levels, in accordance with applicable standards, including the exterior land use/noise compatibility guidelines listed in Table 9-2 of this Environmental Element. Chula Vista Municipal Code Standards established under the Chula Vista Municipal Code (CVMC) are used to analyze noise impacts originating from the Project. Operational noise impacts are typically governed by CVMC Chapter 19.68 (Performance Standards and Noise Control). CVMC Chapter 19.68 also provides guidelines for non- 2022-01-12 PC Agenda Page 26 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 13 transportation and stationary noise source impacts from operations at private properties. Applicable guidelines indicate that no person shall create or cause any sound exceeding the City’s stated noise performance standards measured at the property line of any residentially zoned property. CVMC § 19.68.030 (Exterior Noise Limits) details the performance standards for exterior noise and CMVC § 19.68.040 establishes interior noise level standards for various categories of land use; see Table 4: Exterior Noise Limits and Table 5: Interior Noise Limits. Table 4: Exterior Noise Limits Receiving Land Use Category 10 p.m. to 7 a.m. (Weekdays)1 7 a.m. to 10 p.m. (Weekdays)1 10 p.m. to 8 a.m. (Weekends)1 8 a.m. to 10 p.m. (Weekends)1 All residential (except multiple dwelling) 45 55 Multiple dwelling residential 50 60 Commercial 60 65 Light industry – I-R and I-L zone 70 70 Heavy industry – I zone 80 80 Notes: 1. Noise standards are expressed in terms of 1-hour Leq. Source: City of Chula Vista, Chula Vista Municipal Code, Section, 19.68.030. Table 5: Interior Noise Limits Type of Land Use Time Interval Noise Level (dBA) not to be Exceeded Any time 1 min in 1 hr 5 min in 1 hr Multifamily 10 p.m. to 7 a.m. 45 40 35 Residential 7 a.m. to 10 p.m. 55 50 45 Source: City of Chula Vista, Chula Vista Municipal Code, Section, 19.68.030. It is noted that CMVC § 19.68.030(B)(4) states that should the measured ambient noise level exceed the standards in Table 4, the allowable noise exposure standard shall be the ambient noise level. Further, CMVC § 17.24.040 establishes limited hours of construction activities. CMVC § 17.24.040 states that construction activities in residential zones may only take place between the hours of 7:00 a.m. and 10:00 p.m. on weekdays and between the hours of 8:00 a.m. and 10:00 p.m. on Saturdays and Sundays, except in the case of urgent necessity or otherwise approved by the City of Chula Vista. Otay Ranch Villages Two, Three, and a Portion of Village Four Sectional Planning Area (SPA) Plan Final Second Tier Environmental Impact Report The Project site is located within Village Three of the Otay Ranch General Development Plan (Otay Ranch GDP) area and was evaluated for noise impacts in the Otay Ranch Villages Two, Three, and a Portion of Village Four Sectional Planning Area (SPA) Plan Final Second Tier Environmental Impact Report (Otay Ranch Villages 2-4 EIR) (May 2006). Mitigation Measure 5.12-6 of the Otay Ranch Villages 2-4 EIR requires a noise analysis showing compliance with the City’s Noise Control Ordinance when industrial uses are proposed adjacent to residential uses (such as the proposed Project). Thus, this Acoustical Assessment has been prepared to satisfy the requirements of Mitigation Measure 5.12-6 from the Otay Ranch Villages 2-4 EIR. 2022-01-12 PC Agenda Page 27 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 14 4 EXISTING CONDITIONS 4.1 Existing Noise Sources The City is impacted by various noise sources. Many sources contribute to the noise levels experienced within Chula Vista, including vehicular traffic; active commercial and business centers; air conditioning systems; and the operation of landscape equipment. In the City, the most prevalent noise source is vehicular traffic. According to the University Villages Project Draft Environmental Impact Report (November 2014), the Project site is located within the 50-65 dBA traffic noise contour along Heritage Road. Further, the noise contour maps presented in the Chula Vista General Plan indicate that the City’s noise levels are projected to increase, due to the construction of new roads and increasing traffic volumes throughout the City and the region. Other noise sources in the Project vicinity include amplified speaker noise from concerts at the North Island Credit Union Amphitheatre (approximately 0.50-mile to the south), industrial operations at surrounding properties (e.g., the Otay Landfill to the north and automotive businesses to the west), and noise associated with residential uses. Mobile Sources According to 2015 Average Daily Traffic data from the San Diego Association of Governments (SANDAG), the Heritage Road segment closest to the Project site has average daily traffic of approximately 12,400 vehicle trips.2 Existing roadway noise levels were calculated for the East Palomar to Olympic Parkway segment of Heritage Road in the Project vicinity using the Federal Highway Administration (FHWA) Highway Traffic Noise Prediction Model (FHWA-RD-77-108) and existing traffic volumes from traffic count data from SANDAG. The noise prediction model calculates the average noise level at specific locations based on traffic volumes, average speeds, roadway geometry, and site environmental conditions. The average vehicle noise rates (also referred to as energy rates) used in the FHWA model have been modified to reflect average vehicle noise rates identified for California by the California Department of Transportation (Caltrans). The Caltrans data indicates that California automobile noise is 0.8 to 1.0 dBA higher than national levels and that medium and heavy truck noise is 0.3 to 3.0 dBA lower than national levels. The existing Community Noise Equivalent Level (CNEL) at 100 feet from the East Palomar to Olympic Parkway segment of Heritage Road, within the Project vicinity, is approximately 69.6 dBA. Refer to Appendix A: Noise Data for noise modeling results. Stationary Sources The primary sources of stationary noise in the Project vicinity are those associated with industrial operations to the north and west, commercial operations to the east of the Project site, and at the residential neighborhood to the south of the site. Such noise sources include the use of mechanical equipment (e.g., heating, ventilation, and air conditioning [HVAC] equipment), idling vehicles, music playing, dogs barking, and people talking. The noise associated with these sources may represent a single- event noise occurrence or short-term noise. 2 San Diego Association of Governments, City of Chula Vista Average Traffic Volumes, accessed August 12, 2021 at ttps://www.sandag.org/resources/demographics_and_other_data/transportation/adtv/chulavista_adt.pdf. 2022-01-12 PC Agenda Page 28 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 15 Noise Measurements To quantify existing ambient noise levels in the Project area, Kimley-Horn conducted four short-term (10- minute) measurements on August 17, 2021, and one long-term noise measurement (24 hours in duration) from August 17, 2021 to August 18, 2021; see Appendix A. The noise measurement sites were representative of typical existing noise exposure within and immediately adjacent to the Project site. The 10-minute daytime measurements were taken between 8:59 a.m. and 9:48 a.m. Measurements of L eq are considered representative of the noise levels throughout the day. The average noise levels and sources of noise measured at each location are listed in Table 6: Existing Noise Measurements and shown on Exhibit 4: Noise Measurement Locations. Table 6: Existing Noise Measurements Site Location Date Time Duration Daytime Average Leq (dBA) 1 Nighttime Average Leq (dBA) 1 24-hour Average Leq (dBA) Short-Term Noise Measurements (10-minute measurements) ST-1 In cul-de-sac along Energy Way to the west of the Project site. 8/17/21 8:59 a.m. 10 min 56.9 - - ST-2 Along Santa Maya in residential neighborhood to the south of the Project site. 8/17/21 9:13 a.m. 10 min 63.6 - - ST-3 Along Paseo Lugo in residential neighborhood to the south of the Project site. 8/17/21 9:51 a.m. 10 min 64.5 - - ST-4 Adjacent to Escaya Park to the south of the Project site. 8/17/21 9:37 a.m. 10 min 49.6 - - Long-Term Noise Measurement (24-hour measurement) LT-1 Adjacent to single-family residences along Paseo Lugo. 8/17/21 to 8/18/21 10:19 a.m. 24 hr 55.9 50.7 54.5 Notes: 1. Daytime hours are from 7:00 a.m. to 10:00 p.m. and nighttime hours are from 10:00 p.m. to 7:00 a.m. The 15-hour daytime average (15-hour L eq) and 9-hour daytime average (9-hour Leq) for LT-1 were calculated from 24-hour measurement data obtained by Kimley-Horn on August 17-18, 2021. The daytime average noise levels for ST-1 through ST-4 represent the 10-minute measurement data taken by Kimley-Horn on August 17, 2021. Source: Noise measurements taken by Kimley-Horn and Associates, August 17-18, 2021. See Appendix A for noise measurement results. 4.2 Sensitive Receptors Noise exposure standards and guidelines for various types of land uses reflect the varying noise sensitivities associated with each of these uses. Residences, hospitals, schools, guest lodging, libraries, and churches are treated as the most sensitive to noise intrusion and therefore have more stringent noise exposure targets than do other uses, such as manufacturing or agricultural uses that are not subject to impacts such as sleep disturbance. Sensitive land uses near the Project site include single-family residential homes approximately 155 feet to the south (south of Heritage Road), and Escaya Park approximately 720 feet to the southeast. 2022-01-12 PC Agenda Page 29 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 16 Exhibit 4: Noise Measurement Locations N 2022-01-12 PC Agenda Page 30 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 17 5 SIGNIFICANCE CRITERIA AND METHODOLOGY 5.1 CEQA Thresholds Appendix G of the California Environmental Quality Act (CEQA) Guidelines contains analysis guidelines related to noise impacts. These guidelines have been used by the City to develop thresholds of significance for this analysis. A project would create a significant environmental impact if it would:  Generate a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies;  Generate excessive groundborne vibration or groundborne noise levels; and  For a project located within the vicinity of a private airstrip or an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, expose people residing or working in the Project area to excessive noise levels. 5.2 Methodology Construction Construction noise levels were based on typical noise levels generated by construction equipment published by the Federal Transit Administration (FTA) and FHWA. Construction noise is assessed in dBA Leq. This unit is appropriate because Leq can be used to describe noise level from operation of each piece of equipment separately, and levels can be combined to represent the noise level from all equipment operating during a given period. FHWA’s Roadway Construction Noise Model (RCNM) was used to estimate construction noise at nearby sensitive receptors. For modeling purposes, construction equipment has been distributed evenly between the center of the construction site and the nearest receptor. To be conservative, the loudest and most used equipment was placed nearest the sensitive receptor. Noise level estimates do not account for the presence of intervening structures or topography, which may reduce noise levels at receptor locations. Therefore, the noise levels presented herein represent a conservative, reasonable worst-case estimate of actual temporary construction noise. Operations The analysis of the Without Project and With Project noise environments is based on noise prediction modeling and empirical observations. Reference noise level data are used to estimate the Project operational noise impacts from stationary sources. Noise levels are collected from field noise measurements and other published sources from similar types of activities are used to estimate noise levels expected with the Project’s stationary sources. The reference noise levels are used to represent a worst-case noise environment as noise level from stationary sources can vary throughout the day. Operational noise is evaluated based on the standards within the CVMC and Chula Vista General Plan. The Without Project and With Project traffic noise levels in the Project vicinity were calculated using the FHWA Highway Noise Prediction Model (FHWA-RD-77-108). 2022-01-12 PC Agenda Page 31 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 18 Vibration Groundborne vibration levels associated with construction-related activities for the Project were evaluated utilizing typical groundborne vibration levels associated with construction equipment, obtained from FTA published data for construction equipment. Potential groundborne vibration impacts related to building/structure damage and interference with sensitive existing operations were evaluated, considering the distance from construction activities to nearby land uses and typically applied criteria. For a building that is constructed with reinforced concrete with no plaster, the FTA guidelines show that a vibration level of up to 0.20 in/sec PPV is considered safe and would not result in any vibration damage. Human annoyance is evaluated in vibration decibels (VdB) (the vibration velocity level in decibel scale) and occurs when construction vibration rises significantly above the threshold of human perception for extended periods of time. The FTA’s 2018 Transit Noise and Vibration Impact Assessment Manual (FTA Transit Noise and Vibration Manual) identifies 80 VdB as the threshold for buildings where people normally sleep. 2022-01-12 PC Agenda Page 32 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 19 6 POTENTIAL IMPACTS AND MITIGATION 6.1 Acoustical Impacts Threshold 6.1 Would the project generate a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies? Construction Construction noise typically occurs intermittently and varies depending on the nature or phase of construction (e.g., land clearing, grading, excavation, paving). Noise generated by construction equipment, including earth movers, material handlers, and portable generators, can reach high levels. During construction, exterior noise levels could affect the residential neighborhoods surrounding the construction site. The nearest sensitive receptors are single-family residential homes approximately 133 feet to the south of the Project site, south of Heritage Road. However, it is acknowledged that construction activities would occur throughout the Project site and would not be concentrated at a single point near sensitive receptors. Construction activities would include site preparation, grading, building construction, paving, and architectural coating. Such activities could require dozers and tractors during site preparation; excavators, graders, and dozers during grading; cranes, forklifts, generators, tractors, and welders during building construction; pavers, rollers, mixers, and paving equipment during paving; and air compressors during architectural coating. Typical operating cycles for these types of construction equipment may involve 1 or 2 minutes of full power operation followed by 3 to 4 minutes at lower power settings. Other primary sources of acoustical disturbance would be random incidents, which would last less than one minute (such as dropping large pieces of equipment or the hydraulic movement of machinery lifts). Noise generated by construction equipment, including earth movers, material handlers, and portable generators, can reach high levels. Typical noise levels associated with individual construction equipment are listed in Table 7: Typical Construction Noise Levels. The CVMC does not establish quantitative construction noise standards. Instead, the CVMC establishes limited hours of construction activities. CVMC § 17.24.040 states that construction activities in residential zones may only take place between the hours of 7:00 a.m. and 10:00 p.m. on weekdays and between the hours of 8:00 a.m. and 10:00 p.m. on Saturdays and Sundays, except in the case of urgent necessity or otherwise approved by the City of Chula Vista. However, this analysis conservatively uses the FTA’s threshold of 80 dBA (8-hour Leq) for residential uses, 85 dBA (8-hour Leq) for commercial uses, and 90 dBA (8-hour Leq) for industrial uses to evaluate construction noise impacts.3 3 Federal Transit Administration, Transit Noise and Vibration Impact Assessment Manual, Table 7-2, Page 179, September 2018. 2022-01-12 PC Agenda Page 33 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 20 Table 7: Typical Construction Noise Levels Equipment Typical Noise Level (dBA) at 50 feet from Source Air Compressor 80 Backhoe 80 Compactor 82 Concrete Mixer 85 Concrete Pump 82 Concrete Vibrator 76 Crane, Derrick 88 Crane, Mobile 83 Dozer 85 Generator 82 Grader 85 Impact Wrench 85 Jack Hammer 88 Loader 80 Paver 85 Pneumatic Tool 85 Pump 77 Roller 85 Saw 76 Scraper 85 Shovel 82 Truck 84 Note: 1. Calculated using the inverse square law formula for sound attenuation: dBA2 = dBA1+20Log(d1/d2) Where: dBA2 = estimated noise level at receptor; dBA1 = reference noise level; d1 = reference distance; d2 = receptor location distance Source: Federal Transit Administration, Transit Noise and Vibration Impact Assessment Manual, September 2018. The noise levels calculated in Table 8: Project Construction Noise Levels at Nearest Uses, show estimated exterior construction noise levels at the nearest off-site uses without accounting for attenuation from physical barriers or topography. As depicted in Table 8, construction noise levels would not exceed the FTA’s construction noise thresholds at the nearest off-site uses, including the residences to the south of the Project site. It is noted the results in Table 8 depict a worst-case scenario for each phase of construction, conservatively assuming the two loudest pieces of equipment would operate simultaneously while located as close to the nearest sensitive receptor as possible. However, it is anticipated that construction equipment would operate throughout the Project site and the associated noise levels would not occur at a fixed location for extended periods of time. Compliance with the CVMC would further minimize potential impacts from construction noise, as construction would be limited to daytime hours on weekdays and Saturdays. Therefore, construction noise impacts would be less than significant. 2022-01-12 PC Agenda Page 34 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 21 Table 8: Project Construction Noise Levels at Nearest Uses Construction Phase Receiving Land Use Receiver Distance (feet) Direction from Project Site Modeled Exterior Construction Noise Level (dBA Leq) Noise Threshold (dBA Leq) Exceed Threshold? Site Preparation Industrial 30 West 88.2 90 No Commercial 50 East 83.8 85 No Residential 155 South 74.0 80 No Grading Industrial 30 West 87.1 90 No Commercial 50 East 82.7 85 No Residential 155 South 72.9 80 No Building Construction Industrial 30 West 85.2 90 No Commercial 50 East 79.9 85 No Residential 155 South 70.9 80 No Paving Industrial 30 West 81.1 90 No Commercial 50 East 76.7 85 No Residential 155 South 66.8 80 No Architectural Coating Industrial 30 West 81.1 90 No Commercial 50 East 76.7 85 No Residential 155 South 66.9 80 No Note: Two loudest pieces of construction equipment assumed to operate simultaneously and at Project site boundary closest to the receiving land use. Source: Federal Highway Administration, Roadway Construction Noise Model, 2006. Refer to Appendix A for noise modeling results. Operations Implementation of the proposed Project would create new sources of long-term noise in the Project vicinity. The major noise sources associated with the Project that would potentially impact existing nearby residences include mechanical equipment (i.e., HVAC equipment); truck and loading dock operations (i.e., slow moving truck on the site, maneuvering and idling trucks, equipment noise); parking areas (i.e., car door slamming, car radios, engine start-up, and car pass-by); and off-site traffic noise. Mechanical Equipment The nearest sensitive receptors to the Project site are the residences located directly south opposite of Heritage Road. Potential stationary noise sources related to long-term operation of the Project would include mechanical equipment. Mechanical equipment (e.g., HVAC equipment) typically generates noise levels of approximately 52 dBA at 50 feet.4 Based on Project site plans, the nearest potential location for an HVAC unit would be located approximately 290 feet from the nearest residential property. The simultaneous operation of 17 rooftop HVAC units (8 at Building A, 4 at Building B, and 5 at Building C) were modeled as point sources in SoundPLAN. Truck and Loading Dock Noise During loading and unloading activities, noise would be generated by the trucks’ diesel engines, exhaust systems, and brakes during low gear shifting’ braking activities; backing up toward the docks; dropping down the dock ramps; and maneuvering away from the docks. Truck loading/unloading activities would 4 Elliott H. Berger, Rick Neitzel, and Cynthia A. Kladden, Noise Navigator Sound Level Database with Over 1700 Measurement Values, 2015. 2022-01-12 PC Agenda Page 35 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 22 occur on the western facade of Building A, and on the northern façades of Buildings B and C. The nearest residences are located approximately 360 feet to the south of the dock-high doors at Building B. Truck and loading dock noise is typically 64.4 dBA at 50 feet.5 Truck loading/unloading operations at the Project site were modeled as area sources in SoundPLAN as follows: one area source was modeled on the western façade of Building A; two area sources were modeled at Building B (one on the northern façade at the northwestern corner, and one on the northern façade at the northeastern corner of the building); and one area source was modeled on the northern façade at the northwestern corner of Building C. It is noted the loading dock doors would be surrounded with protective aprons, gaskets, or similar improvements that, when a trailer is docked, would serve as a noise barrier between the interior warehouse activities and the exterior loading area. This would attenuate noise emanating from interior activities, and as such, noise form interior loading and associated activities would not be perceptible at the nearest sensitive receptors. In addition, the intervening warehouse buildings and retaining walls on the Project site would act as a buffer and reduce truck loading/unloading noise levels at the nearest sensitive receptors (residential uses) to the south of the Project site. Parking Noise The Project would provide approximately 24 truck docks and 297 vehicle parking spaces (see Section 1.2, Project Description). Parking stalls would be located on the eastern, southern, and western sides of the proposed warehouse buildings near the site perimeter. Traffic associated with parking lots is typically not of sufficient volume to exceed community noise standards, which are usually based on a time-averaged scale such as the CNEL scale. The maximum sound levels generated by a car door slamming, engine starting up, and car pass-bys range from 53 to 61 dBA6 and may be an annoyance to adjacent noise- sensitive receptors. However, parking noise events would be instantaneous and short-term in duration. Additionally, parking noise also occurs at the adjacent properties to the east and west under existing conditions. Parking, driveway, and noise from on-site vehicle circulation would be consistent with existing noise in the vicinity and would be partially masked by background traffic noise from motor vehicles traveling along Heritage Road to the south of the Project site. Noise from on-site parking lot movements were modeled as roadway sources in SoundPLAN and were assumed to occur throughout the Project site. Combined On-Site Noise Levels Exterior noise levels associated with mechanical equipment, truck and loading dock operations, and parking areas were modeled with the SoundPLAN software. SoundPLAN allows computer simulations of noise situations, and creates noise contour maps using reference noise levels, topography, point and area noise sources, mobile noise sources, and intervening structures. Inputs to the SoundPLAN model included ground topography and ground type, existing and proposed intervening structures, noise source locations and heights, receiver locations, and sound power level data. The SoundPLAN run for Project operations conservatively assumes the simultaneous operation of all on-site noise sources. Utilizing the reference noise level data described above, SoundPLAN was used to calculate noise levels at the nearest sensitive receptors surrounding the Project site. It should be noted that predicted noise levels are conservative estimates since it was assumed that all equipment and operational activity at the Project site would occur in a constant, simultaneous manner during the daytime and nighttime hours. In reality, 5 Loading dock reference noise level measurements conducted by Kimley-Horn on December 18, 2018. 6 Kariel, H. G., Noise in Rural Recreational Environments, Canadian Acoustics 19(5), 3-10, 1991. 2022-01-12 PC Agenda Page 36 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 23 it is anticipated that these noise sources would occur intermittently throughout the day and night (except for rooftop HVAC which could operate in a steady-state manner). The modeled noise levels also account for noise attenuation from the existing perimeter wall at the residential neighborhood to the south of the Project site along Heritage Road. The modeled noise levels for the Project are provided in Table 9: Modeled Project Noise Levels, Exhibit 5: Project Noise Contours. Table 9: Project Operational Noise Levels Receptor No. Land Use Modeled Noise Level (dBA Leq1-hr) 1st Floor 2nd Floor 1 Residential 39.2 39.6 2 Residential 39.5 39.9 3 Residential 39.6 39.9 4 Residential 42.5 42.9 5 Residential 43.3 43.8 6 Residential 43.8 44.5 7 Residential 45.3 46.2 8 Residential 46.8 47.8 9 Residential 48.6 49.6 10 Residential 48.4 49.1 11 Residential 48.0 48.8 12 Residential 48.5 49.3 13 Residential 49.6 49.9 14 Residential 47.1 47.3 15 Residential 45.5 45.8 16 Residential 44.3 44.5 17 Residential 44.0 44.3 18 Residential 41.1 41.5 19 Residential 40.6 41.3 20 Residential 41.1 41.3 Source: SoundPLAN Essential version 5.0. See Appendix A for noise modeling data and results. As shown in Table 9, Project-generated noise levels at the nearest residential uses would range from 39.2 dBA to 49.6 dBA at first floor receptors, and 39.6 dBA to 49.9 dBA at second floor receptors. Table 10: Composite Project Operational Noise shows Project noise levels from all sources combined with existing ambient levels. According to the California Department of Transportation (Caltrans) Technical Noise Supplement to the Traffic Noise Analysis Protocol (2013), a noise level increase of 3 dBA is generally regarded as barely perceivable. As such, for the purposes of this analysis, a 3 dBA Leq increase in operational noise levels over existing ambient noise levels at a noise-sensitive use is considered a significant impact. It is noted that the measured ambient levels (see Table 6) currently exceed the City’s daytime and nighttime noise standards for residential uses established in CVMC § 19.68.030(A)(4). Thus, the measured ambient level was used as the noise standard to evaluate Project noise impacts in compliance with CVMC § 19.68.030(B)(4). As shown in Table 9 and Table 10, Project-generated noise levels would not exceed the measured ambient daytime and/or nighttime noise levels at the nearest residential uses to the south of the Project site. In addition, Table 10 shows that the maximum increase in ambient noise levels from the Project would be 1.0 dBA during the daytime and 2.6 dBA during the nighttime at the nearest residential uses and would not result in a perceptible 3 dBA noise increase. Therefore, the Project’s operational noise levels would not result in a significant increase over existing ambient noise levels at the nearest noise-sensitive uses. Impacts would be less than significant in this regard. 2022-01-12 PC Agenda Page 37 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 24 Exhibit 5: Project Noise Contours Source: SoundPLAN version 5.0 2022-01-12 PC Agenda Page 38 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 25 Table 10: Composite Project Operational Noise Receptor No. Land Use Daytime Nighttime Ambient Noise Level (dBA Leq) 1,2 Composite Project Operations Ambient + Project (dBA Leq) Increase Over Ambient (dBA Leq) 3 Significant? Ambient Noise Level (dBA Leq) 1,2 Composite Project Operations Ambient + Project (dBA Leq) Increase Over Ambient (dBA Leq) 3 Significant? 1 Residential 55.9 39.6 56.0 0.1 No 50.7 39.6 51.0 0.3 No 2 Residential 55.9 39.9 56.0 0.1 No 50.7 39.9 51.0 0.3 No 3 Residential 55.9 39.9 56.0 0.1 No 50.7 39.9 51.0 0.3 No 4 Residential 55.9 42.9 56.1 0.2 No 50.7 42.9 51.3 0.7 No 5 Residential 55.9 43.8 56.2 0.3 No 50.7 43.8 51.4 0.8 No 6 Residential 55.9 44.5 56.2 0.3 No 50.7 44.5 51.5 0.9 No 7 Residential 55.9 46.2 56.3 0.4 No 50.7 46.2 51.8 1.3 No 8 Residential 55.9 47.8 56.5 0.6 No 50.7 47.8 52.2 1.8 No 9 Residential 55.9 49.6 56.8 0.9 No 50.7 49.6 52.8 2.5 No 10 Residential 55.9 49.1 56.7 0.8 No 50.7 49.1 52.7 2.3 No 11 Residential 55.9 48.8 56.7 0.8 No 50.7 48.8 52.6 2.2 No 12 Residential 55.9 49.3 56.8 0.9 No 50.7 49.3 52.8 2.4 No 13 Residential 55.9 49.9 56.9 1.0 No 50.7 49.9 53.1 2.6 No 14 Residential 55.9 47.3 56.5 0.6 No 50.7 47.3 52.3 1.6 No 15 Residential 55.9 45.8 56.3 0.4 No 50.7 45.8 51.9 1.2 No 16 Residential 55.9 44.5 56.2 0.3 No 50.7 44.5 51.6 0.9 No 17 Residential 55.9 44.3 56.2 0.3 No 50.7 44.3 51.6 0.9 No 18 Residential 55.9 41.5 56.1 0.2 No 50.7 41.5 51.2 0.5 No 19 Residential 55.9 41.3 56.0 0.1 No 50.7 41.3 51.2 0.5 No 20 Residential 55.9 41.3 56.0 0.1 No 50.7 41.3 51.2 0.5 No Notes: 1. See Table 6 for ambient noise level data. 2. The measured ambient noise level exceeds the noise standards for residential uses established in CVMC § 19.68.030(A)(4). Therefore, the measured ambient noise levels obtained by Kimley-Horn on August 17-18, 2021 are the base noise level used to analyze impacts from the Project in accordance with CVMC § 19.68.030(B)(4). 3. An increase of 3 dBA is barely perceptible. Therefore, an increase of 3 dBA or more is considered significant. Source: SoundPLAN version 5.0. See Appendix A for noise modeling data and results. 2022-01-12 PC Agenda Page 39 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 26 Off-Site Traffic Noise Implementation of the Project would generate increased traffic volumes along nearby roadway segments. According to the trip generation data for the Project, the proposed Project would generate 1,669 total daily trips7 which would result in noise increases on Project area roadways. In general, a traffic noise increase of less than 3 dBA is barely perceptible to people, while a 5-dBA increase is readily noticeable.8 Generally, traffic volumes on Project area roadways would have to approximately double for the resulting traffic noise levels to increase by 3 dBA. Therefore, permanent increases in ambient noise levels of less than 3 dBA are considered to be less than significant. Traffic noise levels for roadways primarily affected by the Project were calculated using the FHWA’s Highway Noise Prediction Model (FHWA-RD-77-108). Traffic noise modeling was conducted for conditions with and without the Project, based on the trip generation data for the Project.9 As indicated in Table 11: Project Traffic Noise Levels, Existing Plus Project traffic-generated noise levels on Heritage Road (the nearest roadway to the Project site) would be approximately 70.1 dBA CNEL at 100 feet from the centerline, and the Project would result in a maximum increase of 0.5 dBA CNEL compared to existing conditions. Thus, noise impacts from off-site traffic would be less than significant. Table 11: Project Traffic Noise Levels Roadway Segment Existing Existing Plus Project Project Change from Existing Conditions Significant Impact? ADT1 dBA CNEL2 ADT dBA CNEL1 Heritage Road East Palomar Street to Olympic Parkway 12,400 69.6 14,069 70.1 0.5 No ADT = average daily trips; dBA = A-weighted decibels; CNEL= Community Equivalent Noise Level 1. Based on traffic data provided by the San Diego Association of Governments, 2015. 2. Traffic noise levels are at 100 feet from the roadway centerline. Source: Refer to Appendix A for traffic noise modeling results. Mitigation Measures: No mitigation is required. Level of Significance: Less than significant impact. Threshold 6.2 Would the Project generate excessive groundborne vibration or groundborne noise levels? Increases in groundborne vibration levels attributable to the proposed Project would be primarily associated with short-term construction-related activities. The FTA has published standard vibration velocities for construction equipment operations in the FTA Transit Noise and Vibration Manual (2018). The types of construction vibration impacts include human annoyance and building damage. Building damage can be cosmetic or structural. Ordinary buildings that are not particularly fragile would not experience cosmetic damage (e.g., plaster cracks) at distances beyond 30 feet. This distance can vary substantially depending on soil composition and underground geological layer between vibration source 7 Kimley-Horn and Associates, Project Information for Transportation Studies, Rockefeller - Escaya Industrial Park, 2021. 8 Federal Highway Administration, Highway Traffic Noise Analysis and Abatement Policy and Guidance, Noise Fundamentals, https://www.fhwa.dot.gov/environMent/noise/regulations_and_guidance/polguide/polguide02.cfm, accessed August 12, 2021. 9 Kimley-Horn and Associates, Project Information for Transportation Studies, Rockefeller - Escaya Industrial Park, 2021. 2022-01-12 PC Agenda Page 40 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 27 and receiver. In addition, not all buildings respond similarly to vibration generated by construction equipment. For example, for a building that is constructed with reinforced concrete with no plaster, the FTA guidelines show that a vibration level of up to 0.20 in/sec PPV is considered safe and would not result in any vibration damage. Human annoyance is evaluated in VdB (the vibration velocity level in decibel scale) and occurs when construction vibration rises significantly above the threshold of human perception for extended periods of time. The FTA Transit Noise and Vibration Manual identifies 80 VdB as the approximate threshold for annoyance. Table 12: Typical Construction Equipment Vibration Levels, lists vibration levels at 25 feet and 155 feet for typical construction equipment. Groundborne vibration generated by construction equipment spreads through the ground and diminishes in magnitude with increases in distance. The nearest sensitive receptors are the residential uses located approximately 155 feet to the south of the Project site. As shown in Table 12, construction vibration levels would reach approximately 0.0058 in/sec PPV and 63 VdB at 155 feet (i.e., the distance to the nearest sensitive receptor) which is below the FTA’s thresholds of 0.20 in/sec PPV and 80 VdB for building damage and human annoyance, respectively. It is also acknowledged that construction activities would occur throughout the Project site and would not be concentrated at the point closest to the nearest residential structure(s). Therefore, vibration impacts associated with the Project construction would be less than significant. Table 12: Typical Construction Equipment Vibration Levels Equipment Peak Particle Velocity at 25 Feet (in/sec) Peak Particle Velocity at 155 Feet (in/sec)1 Approximate VdB at 25 Feet Approximate VdB at 155 Feet2 Large Bulldozer 0.089 0.0058 87 63 Loaded Trucks 0.076 0.0049 86 62 Jackhammer 0.035 0.0023 79 55 Small Bulldozer/Tractors 0.003 0.0002 58 34 Notes: 1. Calculated using the following formula: PPVequip = PPVref x (25/D)1.5, where: PPVequip = the peak particle velocity in in/sec of the equipment adjusted for the distance; PPVref = the reference vibration level in in/sec from Table 7-4 of the Federal Transit Administration, Transit Noise and Vibration Impact Assessment Manual, 2018; D = the distance from the equipment to the receiver. 2. Calculated using the following formula: Lv(D) = Lv(25 feet) - (30 x log10(D/25 feet)) per the FTA Transit Noise and Vibration Impact Assessment Manual (2018). Source: Federal Transit Administration, Transit Noise and Vibration Impact Assessment Manual, 2018. Once operational, the Project would not be a significant source of groundborne vibration. Groundborne vibration surrounding the Project currently result from heavy-duty vehicular travel (e.g., refuse trucks, heavy duty trucks, delivery trucks, and transit buses) on the nearby local roadways. Operations of the proposed Project would include truck deliveries. Due to the rapid drop-off rate of ground-borne vibration and the short duration of the associated events, vehicular traffic-induced ground-borne vibration is rarely perceptible beyond the roadway right-of-way, and rarely results in vibration levels that cause damage to buildings in the vicinity. According to the FTA Transit Noise and Vibration Manual, trucks rarely create vibration levels that exceed 70 VdB (equivalent to 0.012 inches per second PPV) when they are on roadways. Therefore, trucks operating at the Project site or along surrounding roadways would not exceed FTA thresholds for building damage or annoyance. Impacts would be less than significant in this regard. Mitigation Measures: No mitigation is required. Level of Significance: Less than significant impact. 2022-01-12 PC Agenda Page 41 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 28 Threshold 6.3 For a project located within the vicinity of a private airstrip or an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the Project expose people residing or working in the Project area to excessive noise levels? The nearest airport to the Project site is the Brown Field Municipal Airport located approximately three miles to the southeast. Thus, the Project is not within two miles of a public airport or within an airport land use plan. Additionally, there are no private airstrips located within the Project vicinity. Therefore, the Project would not expose people residing or working in the Project area to excessive airport- or airstrip- related noise levels and no mitigation is required. Mitigation Measures: No mitigation is required. Level of Significance: Less than significant impact. 2022-01-12 PC Agenda Page 42 of 159 City of Chula Vista Rockefeller Heritage Industrial Center Acoustical Assessment October 2021 Page | 29 7 REFERENCES 1. California Department of Transportation, Technical Noise Supplement to the Traffic Noise Analysis Protocol, September 2013. 2. Source: California Department of Transportation, Transportation and Construction Vibration Guidance Manual, 2013. 3. City of Chula Vista, City of Chula Vista General Plan, 2005. 4. City of Chula Vista, Chula Vista Municipal Code, current through Ordinance 3506, passed July 13, 2021. 5. Elliott H. Berger, Rick Neitzel, and Cynthia A. Kladden, Noise Navigator Sound Level Database with Over 1700 Measurement Values, 2015. 6. Federal Highway Administration, Highway Traffic Noise Analysis and Abatement Policy and Guidance, Noise Fundamentals, https://www.fhwa.dot.gov/environMent/noise/regulations_and_guidance/polguide/polguide02.cf m, accessed August 12, 2021. 7. Federal Highway Administration, Roadway Construction Noise Model, 2006. 8. Federal Interagency Committee on Noise, Federal Agency Review of Selected Airport Noise Analysis Issues, August 1992. 9. Federal Transit Administration, Transit Noise and Vibration Impact Assessment Manual, September 2018. 10. Kariel, H. G., Noise in Rural Recreational Environments, Canadian Acoustics 19(5), 3-10, 1991. 11. Kimley-Horn and Associates, Project Information for Transportation Studies, Rockefeller - Escaya Industrial Park, 2021. 12. San Diego Association of Governments, City of Chula Vista Average Traffic Volumes, https://www.sandag.org/resources/demographics_and_other_data/transportation/adtv/chulavista _adt.pdf 2022-01-12 PC Agenda Page 43 of 159 Appendix A NOISE DATA 2022-01-12 PC Agenda Page 44 of 159 FHWA Highway Noise Prediction Model (FHWA-RD-77-108) with California Vehicle Noise (CALVENO) Emission Levels Project Name: Escaya Industrial Park Project Number: 195034005 Scenario:Existing Ldn/CNEL:CNEL Assumed 24-Hour Traffic Distribution: Day Evening Night Total ADT Volumes 77.70% 12.70% 9.60% Medium-Duty Trucks 87.43% 5.05% 7.52% Heavy-Duty Trucks 89.10% 2.84% 8.06% Vehicle Mix Distance from Centerline of Roadway Median ADT Speed Alpha Medium Heavy CNEL at Distance to Contour # Roadway Segment Lanes Width Volume (mph) Factor Trucks Trucks 100 Feet 70 CNEL 65 CNEL 60 CNEL 55 CNEL 1 Heritage Road (E) Palomar St to Olympic Pkwy 6 15 12400 45 0 4.6% 12.3% 69.6 90 285 902 2,853 Page 1 2022-01-12 PC Agenda Page 45 of 159 FHWA Highway Noise Prediction Model (FHWA-RD-77-108) with California Vehicle Noise (CALVENO) Emission Levels Project Name: Escaya Industrial Park Project Number: 195034005 Scenario:Existing Plus Project Ldn/CNEL:CNEL Assumed 24-Hour Traffic Distribution: Day Evening Night Total ADT Volumes 77.70% 12.70% 9.60% Medium-Duty Trucks 87.43% 5.05% 7.52% Heavy-Duty Trucks 89.10% 2.84% 8.06% Vehicle Mix Distance from Centerline of Roadway Median ADT Speed Alpha Medium Heavy CNEL at Distance to Contour # Roadway Segment Lanes Width Volume (mph) Factor Trucks Trucks 100 Feet 70 CNEL 65 CNEL 60 CNEL 55 CNEL 1 Heritage Road (E) Palomar St to Olympic Pkwy 6 15 14,069 45 0 4.6% 12.3% 70.1 102 324 1,024 3,237 Page 1 2022-01-12 PC Agenda Page 46 of 159 Noise Measurement Field Data Project: Job Number:195034005 Site No.: Date:8/17/2021 Analyst: Time:8:59am-9:09am Location: Noise Sources: Results (dBA): Leq: Lmin: Lmax: Peak: 56.9 49.5 71.8 101.1 Sound Level Meter:LD SoundExpert LxT Temp. (degrees F):75 Calibrator:CAL200 Wind (mph):sw 5 mph Response Time:Slow Sky:Clear Weighting:A Bar. Pressure:29.89 in Microphone Height:5 feet Humidity:68% Photo: Equipment Weather Chula Vista - Escaya Industrial ST-1 Kiana Graham and Melissa Thayer 880 Energy Way, Chula Vista CA 91911 Car junk yard, passing car traffic, people shouting 2022-01-12 PC Agenda Page 47 of 159 Measurement Report Report Summary Meter's File Name ART.006.s Computer's File Name LxTse_0005586-20210817 085938-ART.006.ldbin Meter LxT SE 0005586 Firmware 2.404 User Location Job Description Note Start Time 2021-08-17 08:59:38 Duration 0:10:11.7 End Time 2021-08-17 09:12:07 Run Time 0:10:07.8 Pause Time 0:00:03.9 Results Overall Metrics LAeq 56.9 dB LAE 84.7 dB SEA --- dB EA 32.9 µPa²h LApeak 101.1 dB 2021-08-17 08:59:46 LASmax 71.8 dB 2021-08-17 08:59:46 LASmin 49.5 dB 2021-08-17 09:07:42 LAeq 56.9 dB LCeq 67.4 dB LCeq - LA eq 10.6 dB LAIeq 61.5 dB LAIeq - LA eq 4.6 dB Exceedances Count Duration LAS > 85.0 dB 0 0:00:00.0 LAS > 115.0 dB 0 0:00:00.0 LApeak > 135.0 dB 0 0:00:00.0 LApeak > 137.0 dB 0 0:00:00.0 LApeak > 140.0 dB 0 0:00:00.0 Community Noise LDN LDay LNight 56.9 dB 56.9 dB 0.0 dB LDEN LDay LEve LNight 56.9 dB 56.9 dB --- dB --- dB Any Data A C Z Level Time Stamp Level Time Stamp Level Time Stamp Leq 56.9 dB 67.4 dB --- dB Ls(max)71.8 dB 2021-08-17 08:59:46 --- dB --- dB LS(min)49.5 dB 2021-08-17 09:07:42 --- dB --- dB LPeak(max)101.1 dB 2021-08-17 08:59:46 --- dB --- dB Overloads Count Duration OBA Count OBA Duration 0 0:00:00.0 0 0:00:00.0 Statistics LAS 5.0 61.3 dB LAS 10.0 60.2 dB LAS 33.3 55.8 dB LAS 50.0 54.8 dB LAS 66.6 53.5 dB LAS 90.0 51.4 dB 2022-01-12 PC Agenda Page 48 of 159 2022-01-12 PC Agenda Page 49 of 159 Noise Measurement Field Data Project: Job Number:195034005 Site No.: Date:8/17/2021 Analyst: Time:9:13am-9:23am Location: Noise Sources: Results (dBA): Leq: Lmin: Lmax: Peak: 63.6 44.3 77.5 92.0 Sound Level Meter:LD SoundExpert LxT Temp. (degrees F):75 Calibrator:CAL200 Wind (mph):sw 5 mph Response Time:Slow Sky:Clear Weighting:A Bar. Pressure:29.89 in Microphone Height:5 feet Humidity:68% Photo: Equipment Weather Chula Vista - Escaya Industrial ST-2 Kiana Graham and Melissa Thayer Corner of Heritage Rd and Santa Maya Cars passing by on Heritage Rd., sprinklers, pedestrians 2022-01-12 PC Agenda Page 50 of 159 Measurement Report Report Summary Meter's File Name ART.007.s Computer's File Name LxTse_0005586-20210817 091302-ART.007.ldbin Meter LxT SE 0005586 Firmware 2.404 User Location Job Description Note Start Time 2021-08-17 09:13:02 Duration 0:10:03.4 End Time 2021-08-17 09:31:08 Run Time 0:10:03.4 Pause Time 0:00:00.0 Results Overall Metrics LAeq 63.6 dB LAE 91.4 dB SEA --- dB EA 152.2 µPa²h LApeak 92.0 dB 2021-08-17 09:29:56 LASmax 77.5 dB 2021-08-17 09:21:08 LASmin 44.3 dB 2021-08-17 09:25:19 LAeq 63.6 dB LCeq 70.7 dB LCeq - LA eq 7.1 dB LAIeq 65.5 dB LAIeq - LA eq 1.9 dB Exceedances Count Duration LAS > 85.0 dB 0 0:00:00.0 LAS > 115.0 dB 0 0:00:00.0 LApeak > 135.0 dB 0 0:00:00.0 LApeak > 137.0 dB 0 0:00:00.0 LApeak > 140.0 dB 0 0:00:00.0 Community Noise LDN LDay LNight 63.6 dB 63.6 dB 0.0 dB LDEN LDay LEve LNight 63.6 dB 63.6 dB --- dB --- dB Any Data A C Z Level Time Stamp Level Time Stamp Level Time Stamp Leq 63.6 dB 70.7 dB --- dB Ls(max)77.5 dB 2021-08-17 09:21:08 --- dB --- dB LS(min)44.3 dB 2021-08-17 09:25:19 --- dB --- dB LPeak(max)92.0 dB 2021-08-17 09:29:56 --- dB --- dB Overloads Count Duration OBA Count OBA Duration 0 0:00:00.0 0 0:00:00.0 Statistics LAS 5.0 69.8 dB LAS 10.0 67.4 dB LAS 33.3 60.6 dB LAS 50.0 57.2 dB LAS 66.6 54.3 dB LAS 90.0 49.7 dB 2022-01-12 PC Agenda Page 51 of 159 2022-01-12 PC Agenda Page 52 of 159 Noise Measurement Field Data Project: Job Number:195034005 Site No.: Date:8/17/2021 Analyst: Time:9:51am-10:01am Location: Noise Sources: Results (dBA): Leq: Lmin: Lmax: Peak: 64.5 51.3 71.5 84.0 Sound Level Meter:LD SoundExpert LxT Temp. (degrees F):75 Calibrator:CAL200 Wind (mph):sw 5 mph Response Time:Slow Sky:Clear Weighting:A Bar. Pressure:29.89 in Microphone Height:5 feet Humidity:68% Photo: Equipment Weather Chula Vista - Escaya Industrial ST-3 Kiana Graham and Melissa Thayer Corner of Paseo Lugo and Camino Marcela residential traffic, leaf blower/ landscaping, cars, pedestrians 2022-01-12 PC Agenda Page 53 of 159 Measurement Report Report Summary Meter's File Name ART.009.s Computer's File Name LxTse_0005586-20210817 095128-ART.009.ldbin Meter LxT SE 0005586 Firmware 2.404 User Location Job Description Note Start Time 2021-08-17 09:51:28 Duration 0:10:00.0 End Time 2021-08-17 10:01:28 Run Time 0:10:00.0 Pause Time 0:00:00.0 Results Overall Metrics LAeq 64.5 dB LAE 92.3 dB SEA --- dB EA 188.1 µPa²h LApeak 84.0 dB 2021-08-17 09:54:23 LASmax 71.5 dB 2021-08-17 09:53:39 LASmin 51.3 dB 2021-08-17 09:58:46 LAeq 64.5 dB LCeq 71.4 dB LCeq - LA eq 6.9 dB LAIeq 65.4 dB LAIeq - LA eq 0.9 dB Exceedances Count Duration LAS > 85.0 dB 0 0:00:00.0 LAS > 115.0 dB 0 0:00:00.0 LApeak > 135.0 dB 0 0:00:00.0 LApeak > 137.0 dB 0 0:00:00.0 LApeak > 140.0 dB 0 0:00:00.0 Community Noise LDN LDay LNight 64.5 dB 64.5 dB 0.0 dB LDEN LDay LEve LNight 64.5 dB 64.5 dB --- dB --- dB Any Data A C Z Level Time Stamp Level Time Stamp Level Time Stamp Leq 64.5 dB 71.4 dB --- dB Ls(max)71.5 dB 2021-08-17 09:53:39 --- dB --- dB LS(min)51.3 dB 2021-08-17 09:58:46 --- dB --- dB LPeak(max)84.0 dB 2021-08-17 09:54:23 --- dB --- dB Overloads Count Duration OBA Count OBA Duration 0 0:00:00.0 0 0:00:00.0 Statistics LAS 5.0 69.1 dB LAS 10.0 68.5 dB LAS 33.3 65.0 dB LAS 50.0 62.9 dB LAS 66.6 58.6 dB LAS 90.0 55.1 dB 2022-01-12 PC Agenda Page 54 of 159 2022-01-12 PC Agenda Page 55 of 159 Noise Measurement Field Data Project: Job Number:195034005 Site No.: Date:8/17/2021 Analyst: Time:9:37am-9:47am Location: Noise Sources: Results (dBA): Leq: Lmin: Lmax: Peak: 49.6 41.0 60.2 78.1 Sound Level Meter:LD SoundExpert LxT Temp. (degrees F):75 Calibrator:CAL200 Wind (mph):sw 5 mph Response Time:Slow Sky:Clear Weighting:A Bar. Pressure:29.89 in Microphone Height:5 feet Humidity:68% Photo: Equipment Weather - 8/17/21 Chula Vista - Escaya Industrial ST-4 Kiana Graham and Melissa Thayer Along Caminito Aldea and Avenida Senecio next to Escaya Park pedestrians, slow moving cars 2022-01-12 PC Agenda Page 56 of 159 Measurement Report Report Summary Meter's File Name ART.008.s Computer's File Name LxTse_0005586-20210817 093745-ART.008.ldbin Meter LxT SE 0005586 Firmware 2.404 User Location Job Description Note Start Time 2021-08-17 09:37:45 Duration 0:10:00.0 End Time 2021-08-17 09:47:45 Run Time 0:10:00.0 Pause Time 0:00:00.0 Results Overall Metrics LAeq 49.6 dB LAE 77.4 dB SEA --- dB EA 6.1 µPa²h LApeak 78.1 dB 2021-08-17 09:47:42 LASmax 60.2 dB 2021-08-17 09:42:42 LASmin 41.0 dB 2021-08-17 09:38:12 LAeq 49.6 dB LCeq 65.5 dB LCeq - LA eq 15.9 dB LAIeq 54.0 dB LAIeq - LA eq 4.4 dB Exceedances Count Duration LAS > 85.0 dB 0 0:00:00.0 LAS > 115.0 dB 0 0:00:00.0 LApeak > 135.0 dB 0 0:00:00.0 LApeak > 137.0 dB 0 0:00:00.0 LApeak > 140.0 dB 0 0:00:00.0 Community Noise LDN LDay LNight 49.6 dB 49.6 dB 0.0 dB LDEN LDay LEve LNight 49.6 dB 49.6 dB --- dB --- dB Any Data A C Z Level Time Stamp Level Time Stamp Level Time Stamp Leq 49.6 dB 65.5 dB --- dB Ls(max)60.2 dB 2021-08-17 09:42:42 --- dB --- dB LS(min)41.0 dB 2021-08-17 09:38:12 --- dB --- dB LPeak(max)78.1 dB 2021-08-17 09:47:42 --- dB --- dB Overloads Count Duration OBA Count OBA Duration 0 0:00:00.0 0 0:00:00.0 Statistics LAS 5.0 53.4 dB LAS 10.0 52.5 dB LAS 33.3 49.8 dB LAS 50.0 48.0 dB LAS 66.6 46.7 dB LAS 90.0 45.1 dB 2022-01-12 PC Agenda Page 57 of 159 2022-01-12 PC Agenda Page 58 of 159 Noise Measurement Field Data Project: Job Number:195034005 Site No.: Date:8/17/2021-8/18/2021 Analyst: Time:10:20am Location: Noise Sources: Comments: Results (dBA): Leq: Lmin: Lmax: Peak: 54.5 29.4 84.2 99.5 Sound Level Meter:LD SoundExpert LxT Temp. (degrees F):75 Calibrator:CAL200 Wind (mph):sw 5 mph Response Time:Slow Sky:Clear Weighting:A Bar. Pressure:29.89 in Microphone Height:5 feet Humidity:68% Photo: Equipment Weather - 8/17/21 Chula Vista - Escaya Industrial LT-1 Kiana Graham and Melissa Thayer Culdesac of Paseo Lugo Cars passing by on Herritage Rd., Residential noises (people, cars, garbage truck) 24-hour measurement 2022-01-12 PC Agenda Page 59 of 159 Measurement Report Report Summary Meter's File Name LB.002.s Computer's File Name LxTse_0005586-20210817 101902-LB.002.ldbin Meter LxT SE 0005586 Firmware 2.404 User Location Job Description Note Start Time 2021-08-17 10:19:02 Duration 24:00:02.9 End Time 2021-08-18 10:19:05 Run Time 24:00:02.9 Pause Time 0:00:00.0 Results Overall Metrics LAeq 54.5 dB LAE 103.8 dB SEA --- dB EA 2.7 mPa²h LApeak 99.5 dB 2021-08-17 18:41:49 LASmax 84.2 dB 2021-08-18 06:55:07 LASmin 29.4 dB 2021-08-18 03:37:00 LAeq 54.5 dB LCeq 67.3 dB LCeq - LA eq 12.8 dB LAIeq 56.6 dB LAIeq - LA eq 2.2 dB Exceedances Count Duration LAS > 85.0 dB 0 0:00:00.0 LAS > 115.0 dB 0 0:00:00.0 LApeak > 135.0 dB 0 0:00:00.0 LApeak > 137.0 dB 0 0:00:00.0 LApeak > 140.0 dB 0 0:00:00.0 Community Noise LDN LDay LNight 58.3 dB 55.7 dB 0.0 dB LDEN LDay LEve LNight 58.6 dB 56.3 dB 52.2 dB 50.7 dB Any Data A C Z Level Time Stamp Level Time Stamp Level Time Stamp Leq 54.5 dB 67.3 dB --- dB Ls(max)84.2 dB 2021-08-18 06:55:07 --- dB --- dB LS(min)29.4 dB 2021-08-18 03:37:00 --- dB --- dB LPeak(max)99.5 dB 2021-08-17 18:41:49 --- dB --- dB Overloads Count Duration OBA Count OBA Duration 0 0:00:00.0 0 0:00:00.0 Statistics LAS 5.0 59.3 dB LAS 10.0 57.1 dB LAS 33.3 51.7 dB LAS 50.0 48.7 dB LAS 66.6 44.5 dB LAS 90.0 36.1 dB 2022-01-12 PC Agenda Page 60 of 159 2022-01-12 PC Agenda Page 61 of 159 Roadway Construction Noise Model (RCNM),Version 1.1 Report date: 08/27/2021 Case Description: Site Preparation **** Receptor #1 **** Baselines (dBA) Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Commercial - E Commercial 1.0 1.0 1.0 Equipment --------- Spec Actual Receptor Estimated Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Dozer No 40 81.7 50.0 0.0 Concrete Saw No 20 89.6 50.0 0.0 Results ------- Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- Equipment Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq ---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Dozer 81.7 77.7 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Concrete Saw 89.6 82.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 89.6 83.8 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A **** Receptor #2 **** Baselines (dBA) Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- SF Residential - S Residential 1.0 1.0 1.0 2022-01-12 PC Agenda Page 62 of 159 Equipment --------- Spec Actual Receptor Estimated Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Dozer No 40 81.7 155.0 0.0 Concrete Saw No 20 89.6 155.0 0.0 Results ------- Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- Equipment Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq ---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Dozer 71.8 67.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Concrete Saw 79.8 72.8 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 79.8 74.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A **** Receptor #3 **** Baselines (dBA) Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Industrial - W Industrial 1.0 1.0 1.0 Equipment --------- Spec Actual Receptor Estimated Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Dozer No 40 81.7 30.0 0.0 Concrete Saw No 20 89.6 30.0 0.0 2022-01-12 PC Agenda Page 63 of 159 Results ------- Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- Equipment Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq ---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Dozer 86.1 82.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Concrete Saw 94.0 87.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 94.0 88.2 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A **** Receptor #4 **** Baselines (dBA) Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Commercial 0.0 0.0 0.0 Equipment --------- Spec Actual Receptor Estimated Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Dozer No 40 81.7 225.0 0.0 Concrete Saw No 20 89.6 225.0 0.0 Results ------- Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- 2022-01-12 PC Agenda Page 64 of 159 Equipment Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq ---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Dozer 68.6 64.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Concrete Saw 76.5 69.5 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 76.5 70.7 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A **** Receptor #5 **** Baselines (dBA) Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Industrial - SW Industrial 1.0 1.0 1.0 Equipment --------- Spec Actual Receptor Estimated Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Dozer No 40 81.7 310.0 0.0 Concrete Saw No 20 89.6 310.0 0.0 Results ------- Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- Equipment Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq ---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Dozer 65.8 61.8 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Concrete Saw 73.7 66.7 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 73.7 68.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2022-01-12 PC Agenda Page 65 of 159 Roadway Construction Noise Model (RCNM),Version 1.1 Report date: 08/27/2021 Case Description: Grading **** Receptor #1 **** Baselines (dBA) Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Commercial - E Residential 1.0 1.0 1.0 Equipment --------- Spec Actual Receptor Estimated Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Dozer No 40 81.7 50.0 0.0 Grader No 40 85.0 50.0 0.0 Results ------- Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- Equipment Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq ---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Dozer 81.7 77.7 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Grader 85.0 81.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 85.0 82.7 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A **** Receptor #2 **** Baselines (dBA) Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- SF Residential - S Residential 1.0 1.0 1.0 2022-01-12 PC Agenda Page 66 of 159 Equipment --------- Spec Actual Receptor Estimated Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Dozer No 40 81.7 155.0 0.0 Grader No 40 85.0 155.0 0.0 Results ------- Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- Equipment Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq ---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Dozer 71.8 67.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Grader 75.2 71.2 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 75.2 72.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A **** Receptor #3 **** Baselines (dBA) Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Industrial - W Industrial 1.0 1.0 1.0 Equipment --------- Spec Actual Receptor Estimated Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Dozer No 40 81.7 30.0 0.0 Grader No 40 85.0 30.0 0.0 2022-01-12 PC Agenda Page 67 of 159 Results ------- Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- Equipment Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq ---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Dozer 86.1 82.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Grader 89.4 85.5 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 89.4 87.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A **** Receptor #4 **** Baselines (dBA) Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Commercial 0.0 0.0 0.0 Equipment --------- Spec Actual Receptor Estimated Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Dozer No 40 81.7 225.0 0.0 Grader No 40 85.0 225.0 0.0 Results ------- Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- 2022-01-12 PC Agenda Page 68 of 159 Equipment Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq ---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Dozer 68.6 64.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Grader 71.9 68.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 71.9 69.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A **** Receptor #5 **** Baselines (dBA) Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Industrial - SW Industrial 1.0 1.0 1.0 Equipment --------- Spec Actual Receptor Estimated Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Dozer No 40 81.7 310.0 0.0 Grader No 40 85.0 310.0 0.0 Results ------- Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- Equipment Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq ---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Dozer 65.8 61.8 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Grader 69.2 65.2 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 69.2 66.8 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2022-01-12 PC Agenda Page 69 of 159 Roadway Construction Noise Model (RCNM),Version 1.1 Report date: 08/27/2021 Case Description: Building Construction **** Receptor #1 **** Baselines (dBA) Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Commerical - E Commercial 1.0 1.0 1.0 Equipment --------- Spec Actual Receptor Estimated Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Crane No 16 80.6 55.0 0.0 Tractor No 40 84.0 55.0 0.0 Results ------- Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- Equipment Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq ---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Crane 79.7 71.8 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Tractor 83.2 79.2 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 83.2 79.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A **** Receptor #2 **** Baselines (dBA) Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- SF Residential - S Residential 1.0 1.0 1.0 2022-01-12 PC Agenda Page 70 of 159 Equipment --------- Spec Actual Receptor Estimated Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Crane No 16 80.6 155.0 0.0 Tractor No 40 84.0 155.0 0.0 Results ------- Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- Equipment Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq ---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Crane 70.7 62.8 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Tractor 74.2 70.2 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 74.2 70.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A **** Receptor #3 **** Baselines (dBA) Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Industrial - W Industrial 1.0 1.0 1.0 Equipment --------- Spec Actual Receptor Estimated Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Crane No 16 80.6 30.0 0.0 Tractor No 40 84.0 30.0 0.0 2022-01-12 PC Agenda Page 71 of 159 Results ------- Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- Equipment Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq ---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Crane 85.0 77.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Tractor 88.4 84.5 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 88.4 85.2 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A **** Receptor #4 **** Baselines (dBA) Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Commercial 0.0 0.0 0.0 Equipment --------- Spec Actual Receptor Estimated Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Crane No 16 80.6 225.0 0.0 Tractor No 40 84.0 225.0 0.0 Results ------- Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- 2022-01-12 PC Agenda Page 72 of 159 Equipment Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq ---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Crane 67.5 59.5 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Tractor 70.9 67.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 70.9 67.7 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A **** Receptor #5 **** Baselines (dBA) Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Industrial - SW Industrial 1.0 1.0 1.0 Equipment --------- Spec Actual Receptor Estimated Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Crane No 16 80.6 310.0 0.0 Tractor No 40 84.0 310.0 0.0 Results ------- Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- Equipment Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq ---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Crane 64.7 56.7 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Tractor 68.2 64.2 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 68.2 64.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2022-01-12 PC Agenda Page 73 of 159 Roadway Construction Noise Model (RCNM),Version 1.1 Report date: 08/27/2021 Case Description: Paving **** Receptor #1 **** Baselines (dBA) Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Commercial - E Commercial 1.0 1.0 1.0 Equipment --------- Spec Actual Receptor Estimated Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Paver No 50 77.2 50.0 0.0 Roller No 20 80.0 50.0 0.0 Results ------- Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- Equipment Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq ---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Paver 77.2 74.2 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Roller 80.0 73.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 80.0 76.7 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A **** Receptor #2 **** Baselines (dBA) Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- SF Residential - S Residential 1.0 1.0 1.0 2022-01-12 PC Agenda Page 74 of 159 Equipment --------- Spec Actual Receptor Estimated Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Paver No 50 77.2 155.0 0.0 Roller No 20 80.0 155.0 0.0 Results ------- Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- Equipment Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq ---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Paver 67.4 64.4 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Roller 70.2 63.2 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 70.2 66.8 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A **** Receptor #3 **** Baselines (dBA) Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Industrial - W Industrial 1.0 1.0 1.0 Equipment --------- Spec Actual Receptor Estimated Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Paver No 50 77.2 30.0 0.0 Roller No 20 80.0 30.0 0.0 2022-01-12 PC Agenda Page 75 of 159 Results ------- Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- Equipment Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq ---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Paver 81.7 78.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Roller 84.4 77.4 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 84.4 81.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2022-01-12 PC Agenda Page 76 of 159 Roadway Construction Noise Model (RCNM),Version 1.1 Report date: 08/27/2021 Case Description: Architectural Coating **** Receptor #1 **** Baselines (dBA) Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Commercial - E Commercial 1.0 1.0 1.0 Equipment --------- Spec Actual Receptor Estimated Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Compressor (air) No 40 77.7 50.0 0.0 Compressor (air) No 40 77.7 50.0 0.0 Results ------- Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- Equipment Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq ---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Compressor (air) 77.7 73.7 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Compressor (air) 77.7 73.7 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 77.7 76.7 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A **** Receptor #2 **** Baselines (dBA) Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- SF Residential - S Residential 1.0 1.0 1.0 2022-01-12 PC Agenda Page 77 of 159 Equipment --------- Spec Actual Receptor Estimated Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Compressor (air) No 40 77.7 155.0 0.0 Compressor (air) No 40 77.7 155.0 0.0 Results ------- Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- Equipment Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq ---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Compressor (air) 67.8 63.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Compressor (air) 67.8 63.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 67.8 66.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A **** Receptor #3 **** Baselines (dBA) Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Industrial - W Industrial 1.0 1.0 1.0 Equipment --------- Spec Actual Receptor Estimated Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Compressor (air) No 40 77.7 30.0 0.0 Compressor (air) No 40 77.7 30.0 0.0 2022-01-12 PC Agenda Page 78 of 159 Results ------- Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- Equipment Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq ---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Compressor (air) 82.1 78.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Compressor (air) 82.1 78.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 82.1 81.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A **** Receptor #4 **** Baselines (dBA) Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Commercial 0.0 0.0 0.0 Equipment --------- Spec Actual Receptor Estimated Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Compressor (air) No 40 77.7 225.0 0.0 Compressor (air) No 40 77.7 225.0 0.0 Results ------- Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- 2022-01-12 PC Agenda Page 79 of 159 Equipment Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq ---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Compressor (air) 64.6 60.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Compressor (air) 64.6 60.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 64.6 63.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A **** Receptor #5 **** Baselines (dBA) Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Industrial - SW Industrial 1.0 1.0 1.0 Equipment --------- Spec Actual Receptor Estimated Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Compressor (air) No 40 77.7 310.0 0.0 Compressor (air) No 40 77.7 310.0 0.0 Results ------- Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- Equipment Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq ---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Compressor (air) 61.8 57.8 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Compressor (air) 61.8 57.8 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 61.8 60.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2022-01-12 PC Agenda Page 80 of 159 2022-01-12 PC Agenda Page 81 of 159 Traffic values ControlConstr.Affect.Gradient Station ADT Vehicles type Vehicle name day night Speed deviceSpeedveh.Road surface Min / Max km Veh/24h Veh/h Veh/h km/h km/h %% Driveway 1 Traffic direction: In entry direction 0+000 1776 Total Automobiles Medium trucks Heavy trucks Buses Motorcycles Auxiliary vehicle - - - - - - - 74 62 5 7 - - - 74 62 5 7 - - - - 24 24 24 - - - none --Average (of DGAC and PCC)-4.6 / 0.0 Driveway 2 Traffic direction: In entry direction 0+000 888 Total Automobiles Medium trucks Heavy trucks Buses Motorcycles Auxiliary vehicle - - - - - - - 37 31 2 4 - - - 37 31 2 4 - - - - 24 24 24 - - - none --Average (of DGAC and PCC)0.0 / 1.8 Bldg 1-1 Traffic direction: In entry direction 0+000 840 Total Automobiles Medium trucks Heavy trucks Buses Motorcycles Auxiliary vehicle - - - - - - - 35 25 4 6 - - - 35 25 4 6 - - - - 24 24 24 - - - none --Average (of DGAC and PCC)0.0 Bldg 1-2 Traffic direction: In entry direction 0+000 600 Total Automobiles Medium trucks Heavy trucks Buses Motorcycles Auxiliary vehicle - - - - - - - 25 25 - - - - - 25 25 - - - - - - 24 24 24 - - - none --Average (of DGAC and PCC)0.0 0+162 375 Total Automobiles Medium trucks Heavy trucks Buses Motorcycles Auxiliary vehicle - - - - - - - 25 25 - - - - - - - - - - - - - 24 24 24 - - - none --Average (of DGAC and PCC)0.0 Bldg 1-3 Traffic direction: In entry direction 0+000 600 Total Automobiles Medium trucks Heavy trucks Buses Motorcycles Auxiliary vehicle - - - - - - - 25 25 - - - - - 25 25 - - - - - - 24 24 24 - - - none --Average (of DGAC and PCC)-1.3 / 2.7 Bldg 2-1 Traffic direction: In entry direction 0+000 360 Total Automobiles Medium trucks Heavy trucks Buses Motorcycles Auxiliary vehicle - - - - - - - 15 13 1 1 - - - 15 13 1 1 - - - - 24 24 24 - - - none --Average (of DGAC and PCC)3.3 Noise emissions of road traffic Kimely Horn 1100 W. Town and Country Road, Suite 700 Orange, CA 92868 USA 2022-01-12 PC Agenda Page 82 of 159 Traffic values ControlConstr.Affect.Gradient Station ADT Vehicles type Vehicle name day night Speed deviceSpeedveh.Road surface Min / Max km Veh/24h Veh/h Veh/h km/h km/h %% Bldg 2-2 Traffic direction: In entry direction 0+000 48 Total Automobiles Medium trucks Heavy trucks Buses Motorcycles Auxiliary vehicle - - - - - - - 2 - 1 1 - - - 2 - 1 1 - - - - - 24 24 - - - none --Average (of DGAC and PCC)1.8 Bldg 2-3 Traffic direction: In entry direction 0+000 312 Total Automobiles Medium trucks Heavy trucks Buses Motorcycles Auxiliary vehicle - - - - - - - 13 13 - - - - - 13 13 - - - - - - 24 - - - - - none --Average (of DGAC and PCC)-2.1 / 0.4 Bldg 2-4 Traffic direction: In entry direction 0+000 312 Total Automobiles Medium trucks Heavy trucks Buses Motorcycles Auxiliary vehicle - - - - - - - 13 13 - - - - - 13 13 - - - - - - 24 - - - - - none --Average (of DGAC and PCC)1.8 Bldg 3-1 Traffic direction: In entry direction 0+064 72 Total Automobiles Medium trucks Heavy trucks Buses Motorcycles Auxiliary vehicle - - - - - - - 3 - 1 2 - - - 3 - 1 2 - - - - - 24 24 - - - none --Average (of DGAC and PCC)1.6 / 3.6 Bldg 3-2 Traffic direction: In entry direction 0+064 456 Total Automobiles Medium trucks Heavy trucks Buses Motorcycles Auxiliary vehicle - - - - - - - 19 19 - - - - - 19 19 - - - - - - 24 - - - - - none --Average (of DGAC and PCC)0.0 / 4.4 Noise emissions of road traffic Kimely Horn 1100 W. Town and Country Road, Suite 700 Orange, CA 92868 USA 2022-01-12 PC Agenda Page 83 of 159 Frequency spectrum [dB(A)]Corrections Source name Reference Level 500 Cwall CI CT dB(A)Hz dB dB dB Truck Loading - Bldg 1 Lw/unit Day 95.8 95.8 --- Night 95.8 95.8 --- Truck Loading - Bldg 2 - W Lw/unit Day 95.8 95.8 --- Night 95.8 95.8 --- Truck Loading - Bldg 2 - E Lw/unit Day 95.8 95.8 --- Night 95.8 95.8 --- Truck Loading - Bldg 3 Lw/unit Day 95.8 95.8 --- Night 95.8 95.8 --- HVAC - 1 Lw/unit Day 91.7 91.7 --- Night 91.7 91.7 --- HVAC - 2 Lw/unit Day 91.7 91.7 --- Night 91.7 91.7 --- HVAC - 3 Lw/unit Day 91.7 91.7 --- Night 91.7 91.7 --- HVAC - 4 Lw/unit Day 91.7 91.7 --- Night 91.7 91.7 --- HVAC - 5 Lw/unit Day 91.7 91.7 --- Night 91.7 91.7 --- HVAC - 6 Lw/unit Day 91.7 91.7 --- Night 91.7 91.7 --- HVAC - 7 Lw/unit Day 91.7 91.7 --- Night 91.7 91.7 --- HVAC - 8 Lw/unit Day 91.7 91.7 --- Night 91.7 91.7 --- HVAC - 9 Lw/unit Day 91.7 91.7 --- Night 91.7 91.7 --- HVAC - 10 Lw/unit Day 91.7 91.7 --- Night 91.7 91.7 --- HVAC - 11 Lw/unit Day 91.7 91.7 --- Night 91.7 91.7 --- HVAC - 12 Lw/unit Day 91.7 91.7 --- Night 91.7 91.7 --- HVAC - 13 Lw/unit Day 91.7 91.7 --- Night 91.7 91.7 --- HVAC - 14 Lw/unit Day 91.7 91.7 --- Night 91.7 91.7 --- HVAC - 15 Lw/unit Day 91.7 91.7 --- Night 91.7 91.7 --- HVAC - 16 Lw/unit Day 91.7 91.7 --- Night 91.7 91.7 --- HVAC - 17 Lw/unit Day 91.7 91.7 --- Night 91.7 91.7 --- Noise emissions of industry sources Kimely Horn 1100 W. Town and Country Road, Suite 700 Orange, CA 92868 USA 2022-01-12 PC Agenda Page 84 of 159 X Y Day Night 1.Fl 39.2 39.2 2.Fl 39.6 39.6 1.Fl 39.5 39.5 2.Fl 39.9 39.9 1.Fl 39.6 39.6 2.Fl 39.9 39.9 1.Fl 42.5 42.5 2.Fl 42.9 42.9 1.Fl 43.3 43.3 2.Fl 43.8 43.8 1.Fl 43.8 43.8 2.Fl 44.5 44.5 1.Fl 45.3 45.3 2.Fl 46.2 46.2 1.Fl 46.8 46.8 2.Fl 47.8 47.8 1.Fl 48.6 48.6 2.Fl 49.6 49.6 1.Fl 48.4 48.4 2.Fl 49.1 49.1 1.Fl 48.0 48.0 2.Fl 48.8 48.8 1.Fl 48.5 48.5 2.Fl 49.3 49.3 1.Fl 49.6 49.6 2.Fl 49.9 49.9 1.Fl 47.1 47.1 2.Fl 47.3 47.3 1.Fl 45.5 45.5 2.Fl 45.8 45.8 1.Fl 44.3 44.3 2.Fl 44.5 44.5 1.Fl 44.0 44.0 2.Fl 44.3 44.3 1.Fl 41.1 41.1 2.Fl 41.5 41.5 1.Fl 40.6 40.6 2.Fl 41.3 41.3 1.Fl 41.1 41.1 2.Fl 41.3 41.3 3606429.17499486.97 3606394.69499498.66 Receiver Results 3606545.05499480.03 3606508.16499475.74 3606461.84499476.68 3606638.88499508.45 3606607.36499495.85 3606575.9499488.06 3606715.99499567.73 3606692499550.74 3606663.69499523.79 3606804.67499700.25 3606754.75499632.87 3606735.9499589.32 3606886.26499808.26 3606862.7499774.89 3606836.2499737.87 6 5 4 3 3606948.14499906.86 3606930.13499879.72 3606909.84499848.02 12 11 10 9 8 7 2 1 20 19 18 17 16 15 14 13 Coordinates Receiver No. in meter dB(A) Level w/o NP Floor 2022-01-12 PC Agenda Page 85 of 159 Attachment 3 RESOLUTION NO. DR21-0007 RESOLUTION OF THE CITY OF CHULA VISTA PLANNING COMMISSION APPROVING DESIGN REVIEW PERMIT DR21-0007 FOR THREE INDUSTRIAL BUILDINGS LOCATED ON 11.6 ACRES WITHIN OTAY RANCH VILLAGE 3. KNOWN AS THE HERITAGE INDUSTRIAL CENTER WHEREAS, on April 26, 2021, a duly verified application for a Design Review Permit was filed with the City of Chula Vista Development Services Department by Rockefeller Group (“Applicant” or “Developer”); HomeFed Village III Master, LLC is the property owner (Owner) and WHEREAS, the Applicant requests approval of a Design Review Permit for the Heritage Industrial Center within the Otay Ranch Village 3 North and a Portion of Village 4 (Village 3) Plan Area (“Heritage Industrial Center Project” or “project”); and WHEREAS, the area of land which is the subject of this Resolution is made up of three parcels within the Village 3 Business Park, located north and northwest of Heritage Road at the intersection of Heritage Road and Santa Maya in Village 3 (project site); and WHEREAS, the Village 3 Business Park Design Guidelines (Section A.6) state that all projects over 20,000 square feet in size are subject to Major Design Review; and WHEREAS, the Director of Development Services has reviewed the project for compliance with the California Environmental Quality Act (CEQA) and has determined that the project was adequately covered in previously adopted Final Environmental Impact Report, EIR- 13-01, prepared for the Otay Ranch University Villages Project Comprehensive Sectional Planning Area Plan Amendment and certified by City Council on December 2, 2014; therefore, no further environmental review or documentation is required; and WHEREAS, the Director of Development Services set the time and place for a hearing on the Design Review Permit application, and notice of the hearing, together with its purpose, was given by its publication in a newspaper of general circulation in the City and its mailing to property owners and residents within 500 feet of the exterior boundaries of the property at least 10 days prior to the hearing; and WHEREAS, the hearing was held at the time and place as advertised in the Council Chambers, 276 Fourth Avenue, before the Planning Commission and the hearing was thereafter closed. NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of Chula Vista that it hereby makes the following findings: 1. That the proposed project is consistent with the development regulations of the Village 3 Sectional Planning Area (Village 3 SPA) Plan and the Planned Community (PC) District Regulations. In accordance with the Village 3 SPA, the project is located within the Business Park and will 2022-01-12 PC Agenda Page 86 of 159 PC Resolution DR21-0007 January 12, 2022 Page 2 contribute to the City’s employment base. The project is compatible with adjacent land uses and serves a need in Village 3 and for the surrounding community. The proposed project is a permitted use within the Business Park District and meets the PC District Regulations’ requirements in terms of site layout, setbacks, building height, circulation, parking, access, and landscape. Industrial uses within Village 3 are intended to provide for a high-quality working environment and to achieve a harmonious mixture of land uses. Activities are intended to promote employment opportunities in manufacturing, service, research and development, engineering and wholesale trade. The Industrial zone is included in the PC District Regulations to reserve appropriately located areas for business and industrial use and protect those areas from intrusion by residential development and other non-harmonious uses. The project site has been designed to promote sufficient open space around the three proposed industrial structures to protect them from hazard; minimize the impact of industrial operations and noise on nearby residential or commercial uses; and to minimize traffic congestion. The site plan is arranged to support the uses along Heritage Road. Parking and circulation, as well as trash and loading areas, are sized appropriately for the proposed project. 2. The proposed project is consistent with the design and development standards of the Village 3 Business Park Design Guidelines. The project adheres to the Village 3 SPA’s Business Park Design Guideline requirements. The project is consistent with the Business Park Master Plan and the project design meets the standards and criteria for the entire planned community. The purpose of the Business Park Design Guidelines (BPDG) is to provide direction for the design of sites, buildings and landscapes within the Business Park to ensure that the quality of the adopted urban design and architectural concepts established for the overall Otay Ranch community are maintained. The BPDG identify a theme for the Otay Ranch Business Park and delineate that identity through streetscape and landscape design, signage programs, and architectural and lighting guidelines. The goal of building design guidelines is to create a consistent, harmonious business park, while allowing for variety and project individuality. While there is no specific architectural style, detail, form, and materials requirement, each property owner is encouraged to work within the context of the Otay Ranch and Village 3 community, adjacent properties, and individual site in establishing an architectural expression for their property. Variation in parapet heights and forms will provide interest in character and various shadows. Wall planes have been staggered to help draw attention to entries and architectural features. Each building entry was designed to be an inviting space with low overhangs and colorful features for visual cues, and modern design colorful ‘pop outs’ with concrete reveals help emphasize entry areas as well. These combined measures show consistency with the BPDG. The project is being presented to Planning Commission for approval, in accordance with the requirement for Major Design Review. BE IT FURTHER RESOLVED that the Planning Commission, based on the Findings above, does hereby approve the Design Review Permit subject to the following conditions: I. The following shall be accomplished to the satisfaction of the Director of Development Services or designee, prior to issuance of Building Permits, unless otherwise specified: 2022-01-12 PC Agenda Page 87 of 159 PC Resolution DR21-0007 January 12, 2022 Page 3 DEVELOPMENT SERVICES DEPARTMENT – Planning Division 1. Performance Standards: Buildings shall be designed to minimize energy consumption. 2. The Applicant shall pay all applicable fees, including any unpaid balances of permit processing fees for deposit account DDA-0886. 3. The project shall conform to Section 9.20.055 of the Chula Vista Municipal Code (CVMC) regarding graffiti control or as approved by the Director of Development Services. 4. All ground mounted utility appurtenances such as transformers, AC condensers, etc., shall be located out of public view and adequately screened through the use of a combination of concrete or masonry walls, berming, and/or landscaping. 5. All exterior lighting shall include shielding to remove any glare from adjacent residents and adjoining properties. Illuminators shall be integrated within the architecture of the building. The intensity of light at the boundary of the Business Park District shall not exceed seventy-five (75) foot lamberts from a source of reflected light. Details for said lighting shall be included in the Architectural Plans. 6. Signage material and design shall be consistent and compatible with the Village 3 Planned Sign Program (PSP17-0001). 7. The Owner or Applicant shall provide a copy of the recorded Land Use Covenant (“LUC”) to the City. The LUC is a requirement of the Owner as stated in the California Department of Toxic Substance Control (“DTSC”) letter dated November 23, 2021. DEVELOPMENT SERVICES DEPARTMENT – Land Development Division 8. The Applicant shall comply with all requirements and guidelines of the City of Chula Vista Municipal Code; the Chula Vista Subdivision Manual; City of Chula Vista Design and Construction Standards; the Development Storm Water Manual for Development & Redevelopment Projects, The Chula Vista BMP Design Manual; the City of Chula Vista Grading Ordinance No. 1797; and the State of California Subdivision Map Act. 9. The Applicant/Owner shall comply with all applicable conditions of approval for Tentative Map No. CVT 16-02. 10. Before the issuance of the first Building Permit, the Applicant shall pay the following Engineering Fees (fees are adjusted on October 1st of every year): a. Sewer Capacity Fee b. Traffic Signal Fee c. Salt Creek Sewer Basin DIF d. Eastern Transportation DIF e. Public Facilities DIF 2022-01-12 PC Agenda Page 88 of 159 PC Resolution DR21-0007 January 12, 2022 Page 4 f. Other Engineering Fees and deposits in accordance with the City Subdivision Manual, and Master Fee Schedule will be required for the submittal of Grading Plans and Improvement Plans. 11. All driveways shall conform to the City of Chula Vista’s sight distance requirements in accordance with Section 12.12.120 of the Municipal Code and Chula Vista standard drawing RWY-05 (Sight Distance Requirements). Also, landscaping, street furniture, or signs shall not obstruct the visibility of the driver at the street intersections or driveways. 12. The proposed Fire Access shall meet H-20 Loading requirements or shall be designed for a Traffic Index (T.I.) of 5. 13. All proposed sidewalks, walkways, and pedestrian ramps along an accessible path of travel, and disabled parking shall be designed to meet the City of Chula Vista Design Standards, ADA Standards, and Title 24 standards, as applicable. 14. The Applicant must obtain a Grading Permit prior to beginning any earthwork activities at the site and before issuance of Building Permits in accordance with Municipal Code Title 15.04. The Applicant shall submit Grading Plans in conformance with the City’s Subdivision Manual and the City’s Development Storm Water Manual requirements, including, but not limited to the following: a. Grading Plans shall be prepared by a registered Civil Engineer and approved by the City Engineer. b. Drainage Study and Geotechnical/Soils Investigations are required with the first submittal of Grading Plans. The Drainage Study shall calculate the Pre- Development and Post-Development flows and show how downstream properties and storm drain facilities are impacted. Design shall incorporate detention of storm water runoff if Post-Development flows exceed Pre-Development flows; analysis shall include flows from 2-year, 10-year, and 50-year return frequency storms. Drainage study shall also demonstrate that no property damage will occur during the 100-year storm event. c. Drainage study shall show any offsite flows. d. All onsite drainage facilities shall be private. 15. Any offsite work in Lots D and E will require approval from the Public Works Open Space department prior to approval of the Grading Plan and issuance of Grading Permit. 16. The infrastructure that will serve the project site shall be constructed and fully operational before the Final Building Inspection, to the satisfaction of the Director of the Development Services Department. 17. Prior to issuance of Grading, Construction, and Building permits, the Applicant shall document on applicable plans compliance with the requirements pertaining to Best Management Practices (BMPs). The Applicant shall develop and implement post construction BMPs in accordance with the most recent regulations at the time of Grading and Building Permit issuance. 2022-01-12 PC Agenda Page 89 of 159 PC Resolution DR21-0007 January 12, 2022 Page 5 18. The Owner must enter into a Storm Water Management Facilities Maintenance Agreement to perpetually maintain all permanent BMPs located within the project prior to issuance of any Grading, Construction or Building Permits, whichever occurs first. 19. The Applicant shall provide the City with proof of Pad Certification prior to issuance of any Building Permit within the Project. 20. The following applies to all site retaining walls: a. When Grading Plans are submitted for a Grading Permit, all retaining walls shall be noted on the Grading Plans and include a detailed wall profile. b. Structural wall calculations are required if walls are not built per San Diego Regional Standard Drawings, or City of Chula Vista Construction Standards GRD- 05. c. Retaining walls that will be part of a building wall must be approved as part of the Building Permit for the project. d. Retaining walls around trash bins (if any) shall be noted on the Grading Plans and called out per standard. e. Detail how retaining wall drains tie into the drainage system. 21. Separate permits for other public utilities (gas, electric, water, cable, telephone) shall be required, as necessary. 22. The Applicant shall obtain a Construction Permit for private utility connections to the public mains prior to Building Permit issuance. 23. The Applicant shall submit Improvement Plans limited to signing and striping for turn lanes and the proposed driveway improvements within the existing right-of-way for the portion of Heritage Road fronting the Project Site, Approval of the Improvements Plans is required prior to Building Permit issuance. 24. The Applicant shall obtain a Construction Permit to construct the private driveway and associated signage and striping in the City’s Heritage Road right-of-way, prior to issuance of any Building Permit. The design shall be included on the Improvement Plans. 25. The onsite sewer and storm drain system shall be private. All sewer laterals and storm drains shall be privately maintained from each building unit to the City-maintained public facilities. 26. Before issuance of the first Building Permit, the Applicant shall provide a “Will Serve” letter from Otay Water District. 27. Any private facilities (if applicable) within Public right-of-way, City easement, or City open space will require an Encroachment Permit prior to Building Permit approval. 2022-01-12 PC Agenda Page 90 of 159 PC Resolution DR21-0007 January 12, 2022 Page 6 28. Prior to issuance of the first Building Permit, the Lot Line Adjustment Plat, Irrevocable Offer of Dedication (IOD), IOD Vacation, and Easements shall be approved by the City. DEVELOPMENT SERVICES DEPARTMENT – Landscape Division 29. Prior to the second submittal of the Building Permit set, the Applicant shall submit a complete set of onsite Landscape Improvement plans for review and approval by the Director of Development Services or designee. Said plans shall reflect the approved Lot Line Adjustment for the project if different from the boundaries shown on the final Design Review exhibits. 30. The Applicant shall coordinate with the Owner to modify existing or prepare new slope & erosion control off-site Landscape Improvement plans for existing public open space lots “D” and “E” (or as reconfigured by the Lot Line Adjustment for the project) and Heritage Road Landscape Improvement plans impacted by Applicant’s project, including the proposed driveway and utilities. Prior to issuance of the first Building Permit in the project, said Landscape Improvement plans shall be submitted to the City for review and approval by the Director of Development Services or designee. 31. The Applicant shall obtain a Landscape & Irrigation bond prior to the approval of any modified or new Landscape Improvement plans for existing public open space lots “D” and “E” (or as reconfigured by the Lot Line Adjustment for the project) and Heritage Road Landscape Improvement plans impacted by Applicant’s project. 32. All Landscape Improvement plans shall conform to the following City documents including, but not limited to: a. Landscape Water Conservation Ordinance (LWCO), Chapter 20.12 of the City of Chula Vista Municipal Code b. City of Chula Vista Landscape Manual c. Shade Tree Policy (576-19) 33. For further information about submitting Landscape Improvement plans and to download a Landscape Improvement review packet see the following link. https://www.chulavistaca.gov/departments/development-services/landscape-architecture 34. All Landscape Improvement plans shall be approved by the Otay Water District (OWD) and County of San Diego Department of Environmental Health (DEH) as applicable, prior to City approval. 35. Prior to the final building inspection, the Applicant shall have installed landscape improvements associated with the project, per all approved Landscape Improvement plans to the satisfaction of the Director of Development Services or designee. 2022-01-12 PC Agenda Page 91 of 159 PC Resolution DR21-0007 January 12, 2022 Page 7 DEVELOPMENT SERVICES DEPARTMENT – Building Division The Applicant shall address the following Building Division Conditions of Approval at the time of Building Permit submittal to the satisfaction of the Building Official or designee: 36. This project shall comply with California Building Code, California Mechanical Code, California Plumbing Code, California Electrical Code, California Fire Code and California Energy Code, as adopted and amended by the State of California and the City of Chula Vista currently in effect at the time of building permit application, as well as the Green Building ordinance (CVMC 15.12) and all other locally adopted city and state requirements. 37. Building Permit applications shall include mitigation measures which include passive sub-slab ventilation and membrane systems, per State of California Department of Toxic Substance Control (DTSC) requirements. The mitigation measures shall be designed and stamped by the Applicant’s California licensed Professional Engineer with expertise in methane and VOC mitigation, to the satisfaction of the City Building Official. ECONOMIC DEVELOPMENT DEPARTMENT – Environmental Division 38. The Applicant shall comply with the construction debris recycling requirements, including a performance deposit and Waste Management Report. FIRE DEPARTMENT The following Fire Department Conditions of Approval are general requirements that the Applicant shall address at the time of Building Permit submittal to the satisfaction of the Fire Marshall or designee. 39. The Applicant shall apply for required Building Permits. Permits shall comply with applicable codes and requirements, including but not limited to: the current California edition of Building Code (CBC) & Fire Code (CFC) as amended by City of Chula Vista. 40. Plans for the design and construction of private underground fire service utilities are required to be included within a permit submitted to the Development Services Department in the form of Private Utility Permit Plans or as part of the Architectural Building Permit Plans. Please contact the Development Services Department to determine what type of permit(s) is/are required for your project. 41. Where a portion of the building is more than 400 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the building, on site fire hydrants and/or improvements to the existing public water main shall be made. 42. Fire hydrants shall be located and spaced in accordance with the California Fire Code, Appendix C. 43. The location of the fire department connection shall be within fifty feet of a fire hydrant. 2022-01-12 PC Agenda Page 92 of 159 PC Resolution DR21-0007 January 12, 2022 Page 8 44. Regardless of hydraulic calculations, two points of connections to the public main are required when the system serves three (3) or more fire hydrants. Distribution must be configured to provide at least 50 percent of the required fire flow in case of a single break. 45. Fire Sprinkler System laterals shall terminate inside of the building. 46. Fire apparatus access roads shall be provided for every facility or building and shall extend to within 150 feet of all portions of the facility and all portions of the exterior walls of the first story of the building as measured by an approved route around the exterior of the building. 47. Fire apparatus access road dimensions shall be a minimum of 20 feet in width and have an unobstructed vertical clearance of 13 feet 6 inches. The Applicant shall perform an Auto- Turn analysis using CVFD auto turn data and transpose the analysis onto the Site Plan. 48. Dead end fire apparatus access roads in excess of 150 feet in length shall be provided with an approved area for turning around fire apparatus. 49. For commercial and industrial occupancies commonly referred to as "Spec. Buildings", with the potential for high-pile storage and/or wherein no specific end use is identified at the time of plan check, the sprinkler system shall have a minimum density of .45 GPM / 3,000 square feet design area. 286-degree F sprinkler heads shall be used in these buildings unless approved by the Fire Marshal. Roof coverage over mezzanine areas shall also be built to this standard. It is incumbent upon the sprinkler system designer to advise the building owner that the above density and design area are minimums for specific buildings; and that increases in sprinkler protection may be required based on future occupancy hazard classification, storage commodity classification, and storage configuration according to NFPA 13 and the California Fire Code. II. The following on-going conditions shall apply to the Project Site as long as it relies on this approval: 50. The Applicant shall install all landscaping and hardscape improvements in accordance with the approved L & I Plans. 51. The Applicant/Owner shall comply with all applicable mitigation measures in accordance with Final Environmental Impact Report (FEIR) 13-01. 52. Approval of the Design Review Permit shall not waive compliance with any sections of Title 19 of the CVMC, nor any other applicable laws and regulations in effect at the time of Building Permit issuance. 53. The Property Owner and Applicant shall and do agree to indemnify, protect, defend and hold harmless City, its City Council members, Planning Commission members, officers, employees and representatives, from and against any and all liabilities, losses, damages, demands, claims and costs, including court costs and attorney’s fees (collectively, liabilities) incurred by the City arising, directly or indirectly, from (a) any environmental 2022-01-12 PC Agenda Page 93 of 159 PC Resolution DR21-0007 January 12, 2022 Page 9 determinations; (b) City’s approval and issuance of this Design Review Permit and (c) City’s approval or issuance of any other permit or action, whether discretionary or non- discretionary, in connection with the use contemplated on the project site. The property Owner and Applicant shall acknowledge their agreement to this provision by executing a copy of this Design Review Permit where indicated below. The property Owner’s and Applicant’s compliance with this provision shall be binding on any and all of the property Owner’s and Applicant’s successors and assigns. 54. This Design Review Permit (DR21-007) shall expire if not utilized within three years from the Planning Commission approval date or the end of any appeal period, unless the Applicant initiates an extension prior to expiration of the permit, in accordance with Section 19.14.600 of the CVMC. III. GOVERNMENT CODE SECTION 66020(d)(1) NOTICE Pursuant to Government Code Section 66020(d) (1), NOTICE IS HEREBY GIVEN that the 90 day period to protest the imposition of any impact fee, dedication, reservation, or other exaction described in this resolution begins on the effective date of this resolution and any such protest must be in a manner that complies with Government Code Section 66020(a) and failure to timely follow this procedure will bar any subsequent legal action to attack, review, set aside, void or annul imposition. The right to protest the fees, dedications, reservations, or other exactions does not apply to planning, zoning, grading, or other similar application processing fees or service fees in connection with this project; and it does not apply to any fees, dedication, reservations, or other exactions which have been given notice similar to this, nor does it revive challenges to any fees for which the statute of limitations has previously expired. 2022-01-12 PC Agenda Page 94 of 159 PC Resolution DR21-0007 January 12, 2022 Page 10 IV. EXECUTION OF RESOLUTION OF APPROVAL The Property Owner and Applicant shall execute this document signing on the lines provided below, indicating that the Property Owner and Applicant have each read, understood and agreed to the conditions contained herein, and will implement the same. Upon execution, this document shall be signed and returned to the City’s Development Services Department. ________________________________ _______________________ Signature of Property Owner Date ________________________________ Printed Name of Property Owner ________________________________ _______________________ Signature of Applicant Date ________________________________ Printed Name of Applicant V. CONSEQUENCE OF FAILURE OF CONDITIONS If any of the foregoing conditions fail to occur, or if they are, by their terms, to be implemented and maintained over time, if any of such conditions fail to be so implemented and maintained according to their terms, the City shall have the right to revoke or modify all approvals herein granted, deny, or further condition issuance of all future building permits, deny, revoke, or further condition all certificates of occupancy issued under the authority of approvals herein granted, institute and prosecute litigation to compel their compliance with said conditions or seek damages for their violation. Failure to satisfy the conditions of this permit may also result in the imposition of civil or criminal penalties. 2022-01-12 PC Agenda Page 95 of 159 PC Resolution DR21-0007 January 12, 2022 Page 11 VI. INVALIDITY; AUTOMATIC REVOCATION It is the intention of the Planning Commission that its adoption of this Resolution is dependent upon the enforceability of each and every term, provision and condition herein stated; and that in the event that any one or more terms, provisions or conditions are determined by a Court of competent jurisdiction to be invalid, illegal or unenforceable, this resolution and the permit shall be deemed to be automatically revoked and of no further force and effect. Presented by: Approved as to form by: _________________________ _____________________ Tiffany Allen Glen R. Googins Director of Development Services City Attorney PASSED AND APPROVED BY THE PLANNING COMMISSION OF THE CITY OF CHULA VISTA, CALIFORNIA, this _______ day of ____________ 2022, by the following vote, to-wit; AYES: NOES: ABSENT: ABSTAIN: _________________________ Max Zaker, Chair ATTEST: ________________________ Patricia Salvacion, Secretary 2022-01-12 PC Agenda Page 96 of 159 Attachment 4 RESOLUTION NO. VAR21-0001 RESOLUTION OF THE CITY OF CHULA VISTA PLANNING COMMISSION APPROVING VARIANCE VAR21-0001 FOR THREE INDUSTRIAL BUILDINGS LOCATED ON 11.6 ACRES WITHIN OTAY RANCH VILLAGE 3. KNOWN AS THE HERITAGE INDUSTRIAL CENTER WHEREAS, on October 27, 2021, a duly verified application for a Variance was filed with the City of Chula Vista Development Services Department by Rockefeller Group (“Applicant” or “Developer”); HomeFed Village III Master, LLC is the property owner (Owner) and WHEREAS, the Applicant requests approval of a Variance to allow an increase in wall height for the Heritage Industrial Center within the Otay Ranch Village 3 North and a Portion of Village 4 (Village 3) Plan Area (“Heritage Industrial Center Project” or “project”); and WHEREAS, the area of land which is the subject of this Resolution is made up of three parcels within the Village 3 Business Park, located north and northwest of Heritage Road at the intersection of Heritage Road and Santa Maya in Otay Ranch Village 3 (project site); and WHEREAS, the Director of Development Services has reviewed the project for compliance with the California Environmental Quality Act (CEQA) and has determined that the project was adequately covered in previously adopted Final Environmental Impact Report, EIR- 13-01, prepared for the Otay Ranch University Villages Project Comprehensive Sectional Planning Area Plan Amendment and certified by City Council on December 2, 2014; therefore, no further environmental review or documentation is required; and WHEREAS, the Director of Development Services set the time and place for a hearing on the Variance application, and notice of the hearing, together with its purpose, was given by its publication in a newspaper of general circulation in the City and its mailing to property owners and residents within 500 feet of the exterior boundaries of the property at least 10 days prior to the hearing; and WHEREAS, the hearing was held at the time and place as advertised in the Council Chambers, 276 Fourth Avenue, before the Planning Commission and the hearing was thereafter closed. NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of Chula Vista that it hereby makes the following findings: 1. That a hardship peculiar to the property and not created by any act of the owner exists. Said hardship may include practical difficulties in developing the property for the needs of the owner consistent with the regulations of the zone; but in this context, personal, family or financial difficulties; loss of prospective profits; and neighboring violations are not hardships justifying a variance. Further, a previous variance can never have set a precedent, for each case must be considered only on its individual merits. The project site for the Heritage Industrial Center is comprised of Lots I-1a, I-1b and I-2 which 2022-01-12 PC Agenda Page 97 of 159 PC Resolution VAR21-0001 January 12, 2022 Page 2 are zoned Industrial (I) as described within the Otay Ranch Village 3 North and a Portion of Village 4 Sectional Planning Area (SPA) Plan dated June 15, 2021 (Resolution No. 2021- 122). These lots were subdivided on the Village 3 North Final Map No. 16160 and designated Lots 814, 815 and 816. The three lots are surrounded by public open space Lots D and E. The surrounding open space lots are not a part of the developable project site and are to remain undisturbed. As a part of the rough grading that has been performed on the project site, there is a seven-foot berm that divides Lot 814 and Lot 815. This berm is proposed to be modified as a part of the proposed development. Lot 814 will require fill material to raise the site above the existing open space slope elevation and provide a smooth transition to the ultimate graded condition of the adjacent Lot 815. The proposed retaining wall along the property line and the Heritage frontage, borders open space (Lot D) and will require a minimum 2.5 foot wide flat maintenance path in front of the retaining wall. Providing this maintenance path increases the total exposed height of the proposed retaining wall to 10 feet. This is greater than the 8.5-foot maximum height permitted within the Business Park Design Guidelines. A wall height variance is requested for an approximately 130 lineal feet of retaining wall located at Lot 814 with a maximum exposed height of 10 feet. The proposed retaining wall will be treated with appropriate landscaping to soften the look and not create a negative visual impact. The open space lots also create a visual buffer due to the separation from the project site and the public right of way. 2. That such variance is necessary for the preservation and enjoyment of substantial property rights possessed by other properties in the same zoning district and in the same vicinity, and that a variance, if granted, would not constitute a special privilege of the recipient not enjoyed by his neighbors. The granting of the variance would not constitute a special privilege to the recipient in that allowing the increase in retaining wall height will not create a special privilege for the property owner. The granting of the variance would allow the Applicant to provide a smooth transition across the three lots by allowing Lot 814 to be filled to match the elevation of the adjacent Lot 815. The height differential of 1.5 feet will not create a negative visual impact as the existing open space (Lot D) fronting Lot 814 has a minimum width of forty (40) feet and a maximum width of eighty (80) feet with a maximum 30-foot vertical rise from back of sidewalk to the project site. This open space slope (Lot D) provides visual relief and screening due to the sight line from the right-of way to the property. The retaining wall will incorporate visual improvements for screening purposes such as vines and additional landscaping. 3. That the authorizing of such variance will not be of substantial detriment to adjacent property and will not materially impair the purposes of this chapter or the public interest. The granting of this variance will not deter development of adjacent properties as the surrounding properties are fully developed. In accordance with the Otay Ranch Village 3 SPA, the project is located within the Business Park and will contribute to the City’s employment 2022-01-12 PC Agenda Page 98 of 159 PC Resolution VAR21-0001 January 12, 2022 Page 3 base. The project is compatible with adjacent land uses and serves a need in Village 3 and within the surrounding community. Furthermore, the proposed project is a permitted use within the Business Park District and meets the PC District Regulations’ requirements in terms of site layout, setbacks, building height, circulation, parking, access, and landscape, as conditioned. 4. That the authorizing of such variance will not adversely affect the General Plan of the City or the adopted plan of any governmental agency. The granting of the variance will not affect the General Plan as the wall height will not alter the designation, goals and objectives of the General Plan. BE IT FURTHER RESOLVED that the Planning Commission, based on the Findings above, does hereby approve the Design Review Permit subject to the following conditions: I. The following shall be accomplished to the satisfaction of the Director of Development Services or designee, prior to issuance of Building Permits, unless otherwise specified: DEVELOPMENT SERVICES DEPARTMENT – Planning Division 1. Performance Standards: Buildings shall be designed to minimize energy consumption. 2. The Applicant shall pay all applicable fees, including any unpaid balances of permit processing fees for deposit account DDA-0886. 3. The project shall conform to Section 9.20.055 of the Chula Vista Municipal Code (CVMC) regarding graffiti control or as approved by the Director of Development Services. 4. All ground mounted utility appurtenances such as transformers, AC condensers, etc., shall be located out of public view and adequately screened through the use of a combination of concrete or masonry walls, berming, and/or landscaping. 5. All exterior lighting shall include shielding to remove any glare from adjacent residents and adjoining properties. Illuminators shall be integrated within the architecture of the building. The intensity of light at the boundary of the Business Park District shall not exceed seventy-five (75) foot lamberts from a source of reflected light. Details for said lighting shall be included in the Architectural Plans. 6. Signage material and design shall be consistent and compatible with the Village 3 Planned Sign Program (PSP17-0001). 7. The Owner or Applicant shall provide a copy of the recorded Land Use Covenant (LUC) to the City. The LUC is a requirement of the Owner as stated in the California Department of Toxic Substance Control (DTSC) letter dated November 23, 2021. 2022-01-12 PC Agenda Page 99 of 159 PC Resolution VAR21-0001 January 12, 2022 Page 4 DEVELOPMENT SERVICES DEPARTMENT – Land Development Division 8. The Applicant shall comply with all requirements and guidelines of the City of Chula Vista Municipal Code; the Chula Vista Subdivision Manual; City of Chula Vista Design and Construction Standards; the Development Storm Water Manual for Development & Redevelopment Projects, The Chula Vista BMP Design Manual; the City of Chula Vista Grading Ordinance No. 1797; and the State of California Subdivision Map Act. 9. The Applicant shall comply with all applicable conditions of approval for Tentative Map No. CVT 16-02. 10. Before the issuance of the first Building Permit, the Applicant shall pay the following Engineering Fees (fees are adjusted on October 1st of every year): a. Sewer Capacity Fee b. Traffic Signal Fee c. Salt Creek Sewer Basin DIF d. Eastern Transportation DIF e. Public Facilities DIF f. Other Engineering Fees and deposits in accordance with the City Subdivision Manual, and Master Fee Schedule will be required for the submittal of Grading Plans and Improvement Plans. 11. All driveways shall conform to the City of Chula Vista’s sight distance requirements in accordance with Section 12.12.120 of the Municipal Code and Chula Vista standard drawing RWY-05 (Sight Distance Requirements). Also, landscaping, street furniture, or signs shall not obstruct the visibility of the driver at the street intersections or driveways. 12. The proposed Fire Access shall meet H-20 Loading requirements or shall be designed for a Traffic Index (T.I.) of 5. 13. All proposed sidewalks, walkways, pedestrian ramps, and disabled parking shall be designed to meet the City of Chula Vista Design Standards, ADA Standards, and Title 24 standards, as applicable. 14. The Applicant must obtain a Grading Permit prior to beginning any earthwork activities at the site and before issuance of Building Permits in accordance with Municipal Code Title 15.04. The Applicant shall submit Grading Plans in conformance with the City’s Subdivision Manual and the City’s Development Storm Water Manual requirements, including, but not limited to the following: a. Grading Plans shall be prepared by a registered Civil Engineer and approved by the City Engineer. b. Drainage Study and Geotechnical/Soils Investigations are required with the first submittal of Grading Plans. The Drainage Study shall calculate the Pre- Development and Post-Development flows and show how downstream properties and storm drain facilities are impacted. Design shall incorporate detention of storm water runoff if Post-Development flows exceed Pre-Development flows; analysis 2022-01-12 PC Agenda Page 100 of 159 PC Resolution VAR21-0001 January 12, 2022 Page 5 shall include flows from 2-year, 10-year, and 50-year return frequency storms. Drainage study shall also demonstrate that no property damage will occur during the 100-year storm event. c. Drainage study shall show any offsite flows. d. All onsite drainage facilities shall be private. 15. Any offsite work in Lots D and E will require approval from the Public Works Open Space department prior to approval of the Grading Plan and issuance of Grading Permit. 16. The infrastructure that will serve the project site shall be constructed and fully operational before the Final Building Inspection, to the satisfaction of the Director of the Development Services Department. 17. Prior to issuance of Grading, Construction, and Building permits, the Applicant shall document on applicable plans compliance with the requirements pertaining to Best Management Practices (BMPs). The Applicant shall develop and implement post construction BMPs in accordance with the most recent regulations at the time of Grading and Building Permit issuance. 18. The Owner must enter into a Storm Water Management Facilities Maintenance Agreement to perpetually maintain all permanent BMPs located within the project prior to issuance of any Grading, Construction or Building Permits, whichever occurs first. 19. The Applicant shall provide the City with proof of Pad Certification prior to issuance of any Building Permit within the Project. 20. The following applies to all site retaining walls: a. When Grading Plans are submitted for a Grading Permit, all retaining walls shall be noted on the Grading Plans and include a detailed wall profile. b. Structural wall calculations are required if walls are not built per San Diego Regional Standard Drawings, or City of Chula Vista Construction Standards GRD- 05. c. Retaining walls that will be part of a building wall must be approved as part of the Building Permit for the project. d. Retaining walls around trash bins (if any) shall be noted on the Grading Plans and called out per standard. e. Detail how retaining wall drains tie into the drainage system. 21. Separate permits for other public utilities (gas, electric, water, cable, telephone) shall be required, as necessary. 22. The Applicant shall obtain a Construction Permit for private utility connections to the public mains prior to Building Permit issuance. 2022-01-12 PC Agenda Page 101 of 159 PC Resolution VAR21-0001 January 12, 2022 Page 6 23. The Applicant shall submit Improvement Plans containing turn lanes and driveway signing and striping. Approval of the Improvements Plans is required prior to Building Permit issuance. 24. The Applicant shall obtain a Construction Permit to construct the private driveways and associated signage and striping in the City’s right-of-way, prior to issuance of any Building Permit. The design shall be included on the Improvement Plans. 25. The onsite sewer and storm drain system shall be private. All sewer laterals and storm drains shall be privately maintained from each building unit to the City-maintained public facilities. 26. Before issuance of the first Building Permit, the Applicant shall provide a “Will Serve” letter from Otay Water District. 27. Any private facilities (if applicable) within Public right-of-way, City easement, or City open space will require an Encroachment Permit prior to Building Permit approval. 28. Prior to issuance of the first Building Permit, the Lot Line Adjustment Plat, Irrevocable Offer of Dedication (IOD), IOD Vacation, and Easements shall be approved by the City. DEVELOPMENT SERVICES DEPARTMENT – Landscape Division 29. Prior to the second submittal of the Building Permit set, the Applicant shall submit a complete set of Landscape Improvement plans for review and approval by the Director of Development Services or designee. Said plans shall reflect the approved Lot Line Adjustment for the project if different from the boundaries shown on the final Design Review exhibits. 30. The Applicant shall coordinate with the Owner to modify existing or prepare new slope & erosion control off-site Landscape Improvement plans for existing public open space lots “D” and “E” (or as reconfigured by the Lot Line Adjustment for the project) and Heritage Road Landscape Improvement plans impacted by Applicant’s project, including the proposed driveway and utilities. Prior to issuance of the first Building Permit in the project, said Landscape Improvement plans shall be submitted to the City for review and approval by the Director of Development Services or designee. 31. The Applicant shall obtain a Landscape & Irrigation bond prior to the approval of any modified or new Landscape Improvement plans for existing public open space lots “D” and “E” (or as reconfigured by the Lot Line Adjustment for the project) and Heritage Road Landscape Improvement plans impacted by Applicant’s project. 32. All Landscape Improvement plans shall conform to the following City documents including, but not limited to: 2022-01-12 PC Agenda Page 102 of 159 PC Resolution VAR21-0001 January 12, 2022 Page 7 a. Landscape Water Conservation Ordinance (LWCO), Chapter 20.12 of the City of Chula Vista Municipal Code b. City of Chula Vista Landscape Manual c. Shade Tree Policy (576-19) 33. For further information about submitting Landscape Improvement plans and to download a Landscape Improvement review packet see the following link. https://www.chulavistaca.gov/departments/development-services/landscape-architecture 34. All Landscape Improvement plans shall be approved by the Otay Water District (OWD) and County of San Diego Department of Environmental Health (DEH) as applicable, prior to City approval. 35. Prior to the final building inspection, the Applicant shall have installed landscape improvements associated with the project, per all approved Landscape Improvement plans to the satisfaction of the Director of Development Services or designee. DEVELOPMENT SERVICES DEPARTMENT – Building Division The Applicant shall address the following Building Division Conditions of Approval at the time of Building Permit submittal to the satisfaction of the Building Official or designee: 36. This project shall comply with California Building Code, California Mechanical Code, California Plumbing Code, California Electrical Code, California Fire Code and California Energy Code, as adopted and amended by the State of California and the City of Chula Vista currently in effect at the time of building permit application, as well as the Green Building ordinance (CVMC 15.12) and all other locally adopted city and state requirements. 37. Building Permit applications shall include mitigation measures which include passive sub-slab ventilation and membrane systems, per State of California Department of Toxic Substance Control (DTSC) requirements. The mitigation measures shall be designed and stamped by the Applicant’s California licensed Professional Engineer with expertise in methane and VOC mitigation, to the satisfaction of the City Building Official. ECONOMIC DEVELOPMENT DEPARTMENT – Environmental Division 38. The Applicant shall comply with the construction debris recycling requirements, including a performance deposit and Waste Management Report. FIRE DEPARTMENT The following Fire Department Conditions of Approval are general requirements that the Applicant shall address at the time of Building Permit submittal to the satisfaction of the Fire Marshall or designee. 2022-01-12 PC Agenda Page 103 of 159 PC Resolution VAR21-0001 January 12, 2022 Page 8 39. The Applicant shall apply for required Building Permits. Permits shall comply with applicable codes and requirements, including but not limited to: the current California edition of Building Code (CBC) & Fire Code (CFC) as amended by City of Chula Vista. 40. Plans for the design and construction of private underground fire service utilities are required to be included within a permit submitted to the Development Services Department in the form of Private Utility Permit Plans or as part of the Architectural Building Permit Plans. Please contact the Development Services Department to determine what type of permit(s) is/are required for your project. 41. Where a portion of the building is more than 400 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the building, on site fire hydrants and/or improvements to the existing public water main shall be made. 42. Fire hydrants shall be located and spaced in accordance with the California Fire Code, Appendix C. 43. The location of the fire department connection shall be within fifty feet of a fire hydrant. 44. Regardless of hydraulic calculations, two points of connections to the public main are required when the system serves three (3) or more fire hydrants. Distribution must be configured to provide at least 50 percent of the required fire flow in case of a single break. 45. Fire Sprinkler System laterals shall terminate inside of the building. 46. Fire apparatus access roads shall be provided for every facility or building and shall extend to within 150 feet of all portions of the facility and all portions of the exterior walls of the first story of the building as measured by an approved route around the exterior of the building. 47. Fire apparatus access road dimensions shall be a minimum of 20 feet in width and have an unobstructed vertical clearance of 13 feet 6 inches. The Applicant shall perform an Auto- Turn analysis using CVFD auto turn data and transpose the analysis onto the Site Plan. 48. Dead end fire apparatus access roads in excess of 150 feet in length shall be provided with an approved area for turning round fire apparatus. 49. For commercial and industrial occupancies commonly referred to as "Spec. Buildings", with the potential for high-pile storage and/or wherein no specific end use is identified at the time of plan check, the sprinkler system shall have a minimum density of .45 GPM / 3,000 square feet design area. 286-degree F sprinkler heads shall be used in these buildings unless approved by the Fire Marshal. Roof coverage over mezzanine areas shall also be built to this standard. It is incumbent upon the sprinkler system designer to advise the building owner that the above density and design area are minimums for specific buildings; and that increases in sprinkler protection may be required based on future occupancy hazard classification, storage commodity classification, and storage configuration according to NFPA 13 and the California Fire Code. 2022-01-12 PC Agenda Page 104 of 159 PC Resolution VAR21-0001 January 12, 2022 Page 9 II. The following on-going conditions shall apply to the project site as long as it relies on this approval: 50. The Applicant shall install all landscaping and hardscape improvements in accordance with the approved L & I Plans. 51. The Applicant shall comply with all applicable mitigation measures in accordance with Final Environmental Impact Report (FEIR) 13-01. 52. The Property Owner and Applicant shall and do agree to indemnify, protect, defend and hold harmless City, its City Council members, Planning Commission members, officers, employees and representatives, from and against any and all liabilities, losses, damages, demands, claims and costs, including court costs and attorney’s fees (collectively, liabilities) incurred by the City arising, directly or indirectly, from (a) any environmental determinations; (b) City’s approval and issuance of this Variance and (c) City’s approval or issuance of any other permit or action, whether discretionary or non-discretionary, in connection with the use contemplated on the project site. The property Owner and Applicant shall acknowledge their agreement to this provision by executing a copy of this Variance where indicated below. The property Owner’s and Applicant’s compliance with this provision shall be binding on any and all of the property Owner’s and Applicant’s successors and assigns. 53. The Variance (VAR21-0001) shall expire if not utilized within three years from the Planning Commission approval date or any appeal period, unless the Applicant initiates an extension prior to expiration of the permit, in accordance with Section 19.14.260 of the CVMC. III. GOVERNMENT CODE SECTION 66020(d)(1) NOTICE Pursuant to Government Code Section 66020(d) (1), NOTICE IS HEREBY GIVEN that the 90 day period to protest the imposition of any impact fee, dedication, reservation, or other exaction described in this resolution begins on the effective date of this resolution and any such protest must be in a manner that complies with Government Code Section 66020(a) and failure to timely follow this procedure will bar any subsequent legal action to attack, review, set aside, void or annul imposition. The right to protest the fees, dedications, reservations, or other exactions does not apply to planning, zoning, grading, or other similar application processing fees or service fees in connection with this project; and it does not apply to any fees, dedication, reservations, or other exactions which have been given notice similar to this, nor does it revive challenges to any fees for which the statute of limitations has previously expired. 2022-01-12 PC Agenda Page 105 of 159 PC Resolution VAR21-0001 January 12, 2022 Page 10 IV. EXECUTION OF RESOLUTION OF APPROVAL The Property Owner and Applicant shall execute this document signing on the lines provided below, indicating that the Property Owner and Applicant have each read, understood and agreed to the conditions contained herein, and will implement the same. Upon execution, this document shall be signed and returned to the City’s Development Services Department. ________________________________ _______________________ Signature of Property Owner Date ______________________________ Printed Name of Property Owner _____________________________ _______________________ Signature of Applicant Date ____________________________ _ Printed Name of Applicant V. CONSEQUENCE OF FAILURE OF CONDITIONS If any of the foregoing conditions fail to occur, or if they are, by their terms, to be implemented and maintained over time, if any of such conditions fail to be so implemented and maintained according to their terms, the City shall have the right to revoke or modify all approvals herein granted, deny, or further condition issuance of all future building permits, deny, revoke, or further condition all certificates of occupancy issued under the authority of approvals herein granted, institute and prosecute litigation to compel their compliance with said conditions or seek damages for their violation. Failure to satisfy the conditions of this permit may also result in the imposition of civil or criminal penalties. 2022-01-12 PC Agenda Page 106 of 159 PC Resolution VAR21-0001 January 12, 2022 Page 11 VI. INVALIDITY; AUTOMATIC REVOCATION It is the intention of the Planning Commission that its adoption of this Resolution is dependent upon the enforceability of each and every term, provision and condition herein stated; and that in the event that any one or more terms, provisions or conditions are determined by a Court of competent jurisdiction to be invalid, illegal or unenforceable, this resolution and the permit shall be deemed to be automatically revoked and of no further force and effect. Presented by: Approved as to form by: _________________________ _____________________ Tiffany Allen Glen R. Googins Director of Development Services City Attorney PASSED AND APPROVED BY THE PLANNING COMMISSION OF THE CITY OF CHULA VISTA, CALIFORNIA, this _______ day of ____________ 2022, by the following vote, to-wit; AYES: NOES: ABSENT: ABSTAIN: _________________________ Max Zaker, Chair ATTEST: ________________________ Patricia Salvacion, Secretary 2022-01-12 PC Agenda Page 107 of 159 PROJECT 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) 2022-01-12 PC Agenda Page 108 of 159 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 2022-01-12 PC Agenda Page 109 of 159 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 2022-01-12 PC Agenda Page 110 of 159 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 2022-01-12 PC Agenda Page 111 of 159 >> 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 2022-01-12 PC Agenda Page 112 of 159 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 2022-01-12 PC Agenda Page 113 of 159 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 2022-01-12 PC Agenda Page 114 of 159 > > > > > > > > > > > > > > > > > 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 2022-01-12 PC Agenda Page 115 of 159 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 2022-01-12 PC Agenda Page 116 of 159 > > > > > > > > > > > > > > > > > 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 2022-01-12 PC Agenda Page 117 of 159 >> 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 2022-01-12 PC Agenda Page 118 of 159 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. 2022-01-12 PC Agenda Page 119 of 159 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 2022-01-12 PC Agenda Page 120 of 159 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 2022-01-12 PC Agenda Page 121 of 159 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 " 2022-01-12 PC Agenda Page 122 of 159 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. 2022-01-12 PC Agenda Page 123 of 159 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 2022-01-12 PC Agenda Page 124 of 159 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 " 2022-01-12 PC Agenda Page 125 of 159 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" 2022-01-12 PC Agenda Page 126 of 159 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 " 2022-01-12 PC Agenda Page 127 of 159 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. 2022-01-12 PC Agenda Page 128 of 159 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 2022-01-12 PC Agenda Page 129 of 159 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 " 2022-01-12 PC Agenda Page 130 of 159 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. # 2022-01-12 PC Agenda Page 131 of 159 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. # 2022-01-12 PC Agenda Page 132 of 159 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 0.6 0.7 0.7 0.7 0.5 1.6 1.9 2.4 2.9 3.4 4.1 4.8 5.4 6.0 6.7 6.9 7.1 7.2 7.2 6.9 6.9 7.0 7.2 7.1 7.2 7.0 6.9 6.8 6.8 6.5 6.0 5.5 5.1 4.7 4.0 3.3 2.9 2.5 2.2 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 1.6 1.9 2.1 2.3 2.7 3.5 4.0 4.9 5.1 5.8 5.7 6.0 5.7 5.7 6.1 6.7 7.5 7.8 7.8 8.0 8.0 8.2 8.3 7.9 6.9 6.3 6.1 5.8 5.3 4.6 4.2 3.9 3.5 3.5 3.5 3.3 3.1 0.8 0.8 0.8 0.7 0.6 0.6 0.5 0.4 1.5 1.7 1.9 2.0 2.2 2.5 2.6 3.2 3.4 4.0 4.1 4.7 4.9 5.3 5.8 6.4 7.0 7.6 7.6 7.9 7.9 8.5 8.1 7.9 7.3 7.0 7.0 7.0 6.7 6.2 5.7 5.4 5.2 5.5 5.2 4.9 4.5 4.3 4.1 1.7 1.7 1.6 1.5 1.3 1.2 1.0 0.8 1.8 1.9 2.0 2.1 2.3 2.4 2.5 2.9 3.2 3.4 3.8 4.2 4.5 4.8 5.1 5.7 6.2 6.5 6.7 7.0 7.0 7.1 7.1 6.8 6.6 6.9 7.1 7.3 7.2 7.2 7.2 7.0 6.6 6.5 6.2 5.9 5.6 5.5 5.1 4.7 4.4 4.1 3.7 3.4 3.2 3.0 2.9 2.7 2.4 2.2 2.0 1.5 1.1 2.5 2.8 3.1 3.5 3.7 3.7 4.0 4.3 4.6 5.2 5.5 5.5 5.4 5.4 5.6 5.9 5.7 6.2 5.9 6.4 6.1 6.4 6.2 6.2 6.6 7.0 7.6 8.0 7.7 7.7 7.4 7.5 7.2 6.8 6.2 5.9 5.9 5.8 5.6 5.5 5.5 5.4 5.2 4.8 4.7 4.6 4.9 4.8 4.4 3.8 3.3 3.0 2.5 2.0 1.4 3.2 3.7 4.2 4.8 5.2 5.5 5.6 5.9 6.2 7.0 7.1 6.9 6.5 6.3 6.2 5.9 5.4 5.2 5.1 5.1 5.1 5.6 5.8 6.1 6.3 6.6 7.1 7.2 6.9 7.0 6.6 6.5 6.0 5.9 5.6 5.7 5.7 5.6 5.8 6.0 6.2 6.3 6.3 6.5 6.6 6.2 6.2 5.7 5.1 4.4 3.8 3.3 2.7 2.1 1.5 4.0 4.8 5.6 6.1 6.4 7.0 7.5 7.6 8.1 8.1 7.7 7.2 7.0 7.0 6.9 6.5 6.0 5.7 5.7 5.9 6.0 5.9 5.6 5.4 5.6 6.0 6.0 5.9 5.7 5.4 5.0 4.8 4.4 4.1 4.4 4.6 4.8 5.2 5.7 6.4 7.1 6.9 7.2 7.2 7.2 6.9 6.3 5.2 4.1 3.6 3.1 2.5 1.9 1.4 3.8 4.6 5.6 6.6 6.7 7.3 7.6 8.3 8.4 8.3 7.7 7.4 7.5 7.6 7.6 7.3 7.2 7.2 6.8 6.7 6.4 6.0 5.5 5.1 4.9 4.8 4.3 4.4 3.6 3.9 3.2 3.3 3.1 3.2 3.4 3.7 4.1 4.5 4.9 5.4 6.0 6.2 6.9 6.4 6.6 5.6 5.2 4.4 3.7 3.2 2.6 2.1 1.7 1.2 3.7 4.4 5.0 5.5 6.2 6.5 6.8 6.8 6.9 6.7 6.6 6.9 7.4 7.9 7.6 7.6 7.5 7.2 7.1 6.8 5.9 4.8 4.1 3.6 3.2 2.8 2.4 2.1 1.9 1.7 1.8 2.0 2.3 2.7 3.0 3.2 3.4 3.6 4.1 4.6 5.0 5.2 5.2 5.0 4.5 3.9 3.1 2.7 2.5 2.1 1.7 1.4 2.2 3.0 3.5 4.1 4.5 4.8 5.0 5.1 5.0 4.8 5.0 5.4 6.0 6.6 6.7 7.0 6.4 6.7 6.0 5.5 4.6 3.8 3.3 2.9 2.4 2.0 1.7 1.5 1.4 1.4 1.6 1.9 2.3 2.5 2.7 3.0 3.2 3.3 3.5 3.6 3.9 3.9 3.9 3.8 3.6 3.3 2.9 2.6 2.3 1.9 1.4 1.1 1.2 1.5 1.7 2.1 2.3 2.6 2.6 2.9 3.0 3.1 3.3 3.6 4.1 4.5 4.7 5.0 5.0 4.7 4.2 3.7 3.0 2.4 2.2 2.0 1.7 1.5 1.3 1.1 1.2 1.4 1.7 2.2 2.6 2.9 3.1 3.4 3.7 3.7 3.6 3.8 3.9 3.9 4.1 4.0 3.6 3.2 2.7 2.6 2.4 1.9 1.4 1.0 0.4 0.5 0.7 0.9 1.0 1.2 1.2 1.3 1.3 1.6 1.9 2.3 2.7 2.9 3.1 2.9 3.1 2.5 2.2 1.8 1.5 1.4 1.2 1.0 1.0 1.0 1.0 1.1 1.4 1.9 2.5 3.0 3.3 3.7 4.2 4.8 5.1 5.3 5.2 5.2 5.1 5.4 5.1 4.6 3.9 3.4 3.0 2.5 1.9 1.3 0.9 0.1 0.2 0.3 0.3 0.4 0.5 0.6 0.6 0.7 0.7 0.7 0.7 0.8 0.9 1.1 1.0 1.0 0.8 0.8 0.7 0.7 0.8 0.7 0.7 0.7 0.7 0.8 1.0 1.4 1.9 2.5 3.0 3.4 4.0 4.8 5.6 6.0 6.2 6.5 6.7 6.4 6.3 5.8 5.1 4.2 3.6 3.1 2.5 1.9 1.4 0.9 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.8 1.0 1.4 1.9 2.4 2.9 3.4 3.9 4.7 5.6 6.5 6.6 6.9 6.8 7.0 6.4 5.8 4.7 3.8 3.3 2.8 2.3 1.7 1.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.8 1.0 1.2 1.5 1.8 2.3 2.7 3.1 3.5 4.1 4.7 5.2 5.5 6.0 5.8 5.5 4.8 4.4 3.6 3.0 2.6 2.1 1.7 1.3 1.0 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.5 0.6 0.8 1.0 1.1 1.3 1.4 1.6 1.8 2.0 2.2 2.5 2.7 2.7 3.1 3.7 4.2 4.6 4.6 4.6 4.1 3.6 2.8 2.1 1.7 1.6 1.3 1.1 0.9 0.7 1.1 1.2 1.2 1.1 1.1 1.2 1.2 1.2 1.1 1.0 0.9 0.7 0.5 0.4 0.3 0.3 0.3 0.3 0.4 0.6 0.9 1.2 1.4 1.6 1.7 2.0 2.2 2.4 2.3 2.5 2.6 2.7 2.8 3.0 3.1 3.0 3.0 3.0 2.9 2.4 2.0 1.7 1.3 1.1 1.0 0.8 0.6 0.5 0.4 1.8 1.9 1.9 1.8 2.0 2.0 1.9 1.8 1.6 1.5 1.4 1.0 0.7 0.5 0.4 0.3 0.3 0.4 0.5 0.7 1.0 1.3 1.6 1.8 2.1 2.5 3.0 3.3 3.3 3.2 3.2 3.2 3.3 3.3 3.0 2.7 2.4 2.2 1.9 1.6 1.1 0.8 0.5 0.4 0.4 0.4 0.3 0.3 0.2 3.0 3.0 3.0 2.9 3.2 3.1 2.8 2.3 2.0 1.8 1.6 1.2 0.9 0.6 0.4 0.3 0.3 0.3 0.5 0.6 0.9 1.2 1.5 1.8 2.2 2.6 3.1 3.5 3.9 4.0 4.1 4.0 3.8 3.5 3.1 2.6 2.2 1.9 1.5 1.2 0.9 0.6 0.4 0.3 0.2 0.1 0.1 0.1 4.1 4.2 4.2 4.1 3.9 3.5 3.1 2.6 2.2 1.9 1.5 1.2 0.9 0.6 0.5 0.4 0.3 0.3 0.4 0.6 0.7 1.0 1.2 1.4 1.7 2.0 2.7 3.3 3.6 3.9 4.0 3.8 3.6 3.3 2.7 2.0 1.8 1.5 1.2 1.0 0.8 0.6 0.5 0.4 0.3 0.2 0.2 0.2 4.2 4.5 4.5 4.4 4.0 3.7 3.0 2.4 2.1 1.8 1.5 1.2 0.9 0.7 0.5 0.4 0.3 0.3 0.3 0.4 0.6 0.7 0.9 1.0 1.2 1.3 1.7 2.0 2.1 2.7 2.3 2.7 2.2 2.1 1.8 1.6 1.5 1.4 1.3 1.1 1.0 0.8 0.7 0.7 0.6 0.6 0.5 0.5 3.3 3.7 3.4 3.7 3.1 3.1 2.7 2.4 2.2 2.0 1.7 1.4 1.0 0.7 0.5 0.3 0.3 0.2 0.2 0.3 0.3 0.4 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.8 0.9 0.9 0.8 0.8 0.9 1.1 1.3 1.4 1.4 1.4 1.3 1.3 1.1 1.1 1.1 1.1 1.0 1.1 2.6 2.7 2.7 2.6 2.5 2.5 2.4 2.3 2.2 2.0 1.8 1.4 1.0 0.7 0.5 0.3 0.2 0.2 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.5 0.6 0.8 1.1 1.4 1.5 1.6 1.8 1.9 1.9 1.8 1.8 1.8 1.8 1.7 1.9 3.4 3.2 3.2 3.2 3.3 3.3 3.0 2.5 2.1 1.8 1.7 1.4 1.0 0.7 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 0.1 0.1 0.2 0.2 0.3 0.5 0.6 0.9 1.3 1.6 1.8 2.0 2.3 2.7 3.0 3.0 2.8 2.8 2.8 2.9 3.8 4.0 4.2 4.0 3.8 3.4 3.0 2.5 2.1 1.8 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.9 1.2 1.5 1.9 2.2 2.6 3.1 3.5 3.9 3.9 3.9 3.9 3.9 3.5 3.8 3.9 3.8 3.5 3.2 2.6 1.9 1.6 1.4 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.8 1.1 1.3 1.6 2.0 2.3 3.0 3.6 3.9 4.2 4.4 4.2 4.0 1.9 2.5 2.1 2.5 1.9 1.9 1.6 1.3 1.2 1.0 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.8 1.1 1.3 1.6 1.9 2.1 2.4 2.9 3.0 3.6 3.3 3.7 3.0 0.6 0.7 0.8 0.7 0.6 0.5 0.4 0.5 0.6 0.5 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.1 1.4 1.7 1.8 1.9 2.0 2.0 2.1 2.1 2.2 2.2 2.0 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.7 1.0 1.4 1.6 1.7 1.9 2.2 2.4 2.6 2.4 2.5 2.5 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.9 1.3 1.7 1.9 2.2 2.6 3.2 3.5 3.6 3.4 3.4 1.3 1.4 1.4 1.4 1.3 1.5 1.4 1.4 1.3 1.2 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.8 1.1 1.4 1.7 2.1 2.6 3.1 3.4 3.8 4.1 4.2 2.3 2.3 2.3 2.2 2.3 2.4 2.3 2.0 1.8 1.6 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.7 0.9 1.1 1.3 1.5 1.8 2.4 3.0 3.2 3.6 3.6 3.6 3.3 3.3 3.4 3.6 3.4 3.0 2.5 2.1 1.9 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.9 1.0 1.1 1.3 1.5 1.5 1.9 1.7 4.0 4.2 4.4 4.2 3.8 3.5 3.1 2.5 2.1 1.7 0.4 0.5 0.5 0.5 0.5 0.3 0.4 0.5 0.6 0.7 0.6 3.7 4.2 4.1 4.1 3.6 3.4 2.7 2.2 2.0 1.7 0.6 0.6 0.6 0.6 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. # 2022-01-12 PC Agenda Page 133 of 159 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 2022-01-12 PC Agenda Page 134 of 159 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 2022-01-12 PC Agenda Page 135 of 159 >> > >> > > > > > > > > > > > > > > > > > > > > > > > > > > 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 2022-01-12 PC Agenda Page 136 of 159 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 2022-01-12 PC Agenda Page 137 of 159 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 2022-01-12 PC Agenda Page 138 of 159 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 2022-01-12 PC Agenda Page 139 of 159 November 23, 2021 SENT VIA ELECTRONIC MAIL Mr. H. Robert Penner HomeFed Corporation 1903 Wright Place, Suite 220 Carlsbad, California 92008 bpenner@hfc-ca.com CONDITIONAL APPROVAL OF SITE ASSESSMENT REPORT, OTAY RANCH VILLAGE 3, HERITAGE ROAD, CHULA VISTA (SITE CODE: 401933) Dear Mr. Penner: The Department of Toxic Substances Control (DTSC) reviewed the Site Assessment Report (Report) (TRC, August 20, 2021) for the Otay Ranch Village 3, located on Heritage Road, in Chula Vista (Site). The Report was reviewed pursuant to the Standard Voluntary Agreement (Docket No. HSA-FY20/21-069) executed on November 16, 2020 between DTSC and HomeFed Village III Master, LLC. The Site is approximately 11.57 acres of currently vacant land that will be developed for commercial and industrial use, including warehousing, e-commerce and commerce delivery, light industrial manufacturing and assembly, distribution, and ancillary office. The Site is located adjacent to the Otay Landfill and was partially used for dry farming agricultural purposes from at least 1964 through at least 2012. As a result of the Site’s former use and its proximity to a landfill, metals, organochlorine pesticides, methane and volatile organic compounds (VOC) were identified as potential chemical of concerns. The Report summarized the soil and soil vapor investigation activities conducted in February and March 2021. The soil investigations indicated that (1) all metals, except arsenic, were detected below the residential screening levels; (2) arsenic was detected at maximum concentration of 13 milligrams per kilogram, which is within the range of regional ambient concentrations, and (3) organochlorine pesticides were detected below laboratory reporting limits for all samples. The soil vapor sample results identified residual VOCs including 1,1‐dichloroethane 1,4‐dichlorobenzene, benzene, chloroform, methylene chloride, tetrachloroethene, and trichloroethene that corresponded to 2022-01-12 PC Agenda Page 140 of 159 Mr. H. Robert Penner November 23, 2021 Page 2 estimated potential cumulative cancer risks and noncancer hazard index for a commercial/industrial receptor of 3x10-7 and 0.1, respectively, using an attenuation factor of 0.0005. The Report concluded that the Site does not pose an unacceptable risk under a commercial/industrial land use scenario and recommended a Land Use Covenant (LUC) be implemented to restrict future Site use to commercial/industrial land use. In addition, the Report recommended installation of a passive sub-slab ventilation and membrane system as a precautionary mitigation measure for vapor intrusion although the low residual VOC concentrations do not represent an unacceptable risk under the anticipated future commercial/industrial land use or warrant mitigation measures. DTSC will not require oversight of the self-initiated proposed precautionary vapor intrusion mitigation measures but is available for consultation. The Report, with its findings and recommendations, was made available for public review and comment. The public comment period began on October 15, 2021 and ended on November 14, 2021 and a public notice was advertised on the Chula Vista Star News, the San Diego Daily Transcript, and Hispanos Unidos on October 15, 2021. No comments were received by DTSC. DTSC hereby approves the Report as final provided the enclosed LUC is recorded with the San Diego County Recorder’s Office. The Department will certify remediation has been satisfactorily completed at the Site once the LUC, as required by California Health and Safety Code section 25455.5 a (1)(C) and 25395.99, has been signed and recorded. A signed and recorded LUC shall be provided to DTSC within 30 days of this letter. Should you have any questions regarding this letter, please contact Ms. Chia Rin Yen, Project Manager, at (714) 484-5392 or at ChiaRin.Yen@dtsc.ca.gov, or Yolanda Garza, Unit Chief at (714) 816-1978 or Yolanda.Garza@dtsc.ca.gov. Sincerely, Javier Hinojosa, Chief Brownfields Restoration and Schools Evaluation Branch Site Mitigation and Restoration Program mv/cy/jh Enclosure: Land Use Covenant cc: See next page 2022-01-12 PC Agenda Page 141 of 159 Mr. H. Robert Penner November 23, 2021 Page 3 cc: (via e-mail) Mr. Gary Mccue Market Director - Environmental Engineering, Construction & Remediation TRC Companies gmccue@trccompanies.com Mr. Jose Marcos Engineering Geologist DTSC/Geological Services Branch Jose.Marcos@dtsc.ca.gov Ms. Li Yang Staff Toxicologist DTSC/Human and Ecological Risk Office Li.Yang@dtsc.ca.gov Ms. Chia Rin Yen Project Manager DTSC/Brownfields Restoration and Schools Evaluation Branch ChiaRin.Yen@dtsc.ca.gov Brownfields Restoration and Schools Evaluation Branch Reading File – Cypress 2022-01-12 PC Agenda Page 142 of 159 Page 1 RECORDING REQUESTED BY: Department of Toxic Substances Control and HomeFed Corporation 1903 Wright Place, Suite 220 Carlsbad, California 92008 WHEN RECORDED, MAIL TO: Department of Toxic Substances Control 5796 Corporate Avenue Cypress, California 90630 Attention: Yolanda Garza, Unit Chief Brownfields Restoration and School Evaluation Branch SPACE ABOVE THIS LINE RESERVED FOR RECORDER’S USE LAND USE COVENANT AND AGREEMENT ENVIRONMENTAL RESTRICTIONS County of San Diego, Assessor Parcel Number(s): 644-061-01-00, 644-061-02-00, and 644-061-03-00 Otay Ranch Village 3 (Lots 814, 815, and 816) Site Code: 401933 _____________________________________________________________________ This Land Use Covenant and Agreement ("Covenant") is made by and between HomeFed Corporation (the "Covenantor"), the current owner of property with unassigned addresses and known as Lots 814, 815, and 816 located within the Otay Ranch Village 3, at Chula Vista, in the County of San Diego, State of California (the "Property"), and the Department of Toxic Substances Control (the "Department"). Pursuant to Civil Code section 1471, the Department has determined that this Covenant is reasonably necessary to protect present or future human health or safety or the environment as a result of the presence on the land of hazardous materials as defined in Health and Safety Code section 25260. The Covenantor and the Department hereby agree that, pursuant to Civil Code section 1471 and Health and Safety Code section 25355.5, the use of the Property be restricted as set forth in this Covenant and that the Covenant shall conform with the requirements of California Code of Regulations, title 22, section 67391.1. 2022-01-12 PC Agenda Page 143 of 159 Page 2 ARTICLE I STATEMENT OF FACTS 1.1. Property Location. The Property that is subject to this Covenant, totaling approximately 11.57 acres, is more particularly described in the attached Exhibit A, “Legal Description”, and depicted in Exhibit B, Plot Plan. The Property is located in the area now generally bounded by Heritage Road to the south, the Otay Landfill to the north, a storage facility at 3296 Heritage Road to the east, and two commercial lots at 881 and 895 Energy Way to the east. The Property is also identified as County of San Diego County, Assessor Parcel Number(s) 644-061-01-00, 644-061-02-00, and 644- 061-03-00. 1.2. Remediation of Property. This Property has been investigated under the Department’s oversight. The Department approved a Site Assessment Report TRC, August 20, 2021) on November 23, 2021 in accordance with Health and Safety Code, division 20, chapter 6.8. The investigation activities conducted at the Property indicated hazardous substances, including volatile organic compounds, remain at the Property above levels acceptable for unrestricted land use but below levels acceptable for commercial land use. 1.3. Basis for Environmental Restrictions. As a result of the presence of hazardous substances, which are also hazardous materials as defined in Health and Safety Code section 25260, at the Property, the Department has concluded that it is reasonably necessary to restrict the use of the Property in order to protect present or future human health or safety or the environment, and that this Covenant is required as part of the Department-approved remedy for the Property. The Department has also concluded that the Property, when used in compliance with the Environmental Restrictions of this Covenant, does not present an unacceptable risk to present and future human health or safety or the environment. ARTICLE II DEFINITIONS 2.1. Department. "Department" means the California Department of Toxic Substances Control and includes its successor agencies, if any. 2.2. Environmental Restrictions. “Environmental Restrictions” means all 2022-01-12 PC Agenda Page 144 of 159 Page 3 protective provisions, covenants, restrictions, requirements, prohibitions, and terms and conditions as set forth in this Covenant. 2.3. Improvements. “Improvements” includes, but is not limited to buildings, structures, roads, driveways, improved parking areas, wells, pipelines, or other utilities. 2.4. Lease. “Lease” means lease, rental agreement, or any other document that creates a right to use or occupy any portion of the Property. 2.5. Occupant. "Occupant" or “Occupants” means Owner and any person or entity entitled by ownership, leasehold, or other legal relationship to the right to occupy any portion of the Property. 2.6. Owner. "Owner" or “Owners” means the Covenantor, and any successor in interest including any heir and assignee, who at any time holds title to all or any portion of the Property. ARTICLE III GENERAL PROVISIONS 3.1. Runs with the Land. This Covenant sets forth Environmental Restrictions that apply to and encumber the Property and every portion thereof no matter how it is improved, held, used, occupied, leased, sold, hypothecated, encumbered, or conveyed. This Covenant: (a) runs with the land pursuant to Civil Code section 1471 and Health and Safety Code section 25355.5; (b) inures to the benefit of and passes with each and every portion of the Property; (c) is for the benefit of, and is enforceable by the Department; and (d) is imposed upon the entire Property unless expressly stated as applicable only to a specific portion thereof. 3.2. Binding upon Owners/Occupants. This Covenant: (a) binds all Owners of the Property, their heirs, successors, and assignees; and (b) the agents, employees, and lessees of the Owners and the Owners’ heirs, successors, and assignees. Pursuant to Civil Code section 1471, all successive Owners of the Property are expressly bound hereby for the benefit of the Department; this Covenant, however, is binding on all Owners and Occupants, and their respective successors and assignees, only during their respective periods of ownership or occupancy except that such Owners or Occupants shall continue to be liable for any violations of, or non-compliance with, the Environmental Restrictions of this Covenant or any acts or omissions during their 2022-01-12 PC Agenda Page 145 of 159 Page 4 ownership or occupancy. 3.3. Incorporation into Deeds and Leases. This Covenant shall be incorporated by reference in each and every deed and Lease for any portion of the Property. 3.4. Conveyance of Property. The Owner and new Owner shall provide Notice to the Department not later than 30 calendar days after any conveyance or receipt of any ownership interest in the Property (excluding Leases, and mortgages, liens, and other non-possessory encumbrances). The Notice shall include the name and mailing address of the new Owner of the Property and shall reference the site name and site code as listed on page one of this Covenant. The notice shall also include the Assessor’s Parcel Number(s) noted on page one. If the new Owner’s property has been assigned a different Assessor Parcel Number, each such Assessor Parcel Number that covers the Property must be provided. The Department shall not, by reason of this Covenant, have authority to approve, disapprove, or otherwise affect proposed conveyance, except as otherwise provided by law or by administrative order. 3.5. Costs of Administering the Covenant to Be Paid by Owner. The Department has already incurred and will in the future incur costs associated with this Covenant. Therefore, the Covenantor hereby covenants for the Covenantor and for all subsequent Owners that, pursuant to California Code of Regulations, title 22, section 67391.1(h), the Owner agrees to pay the Department’s costs in administering, implementing and enforcing this Covenant. ARTICLE IV RESTRICTIONS AND REQUIREMENTS 4.1. Prohibited Uses. The Property shall not be used for any of the following purposes without prior written approval by the Department: (a) A residence, including any mobile home or factory built housing, constructed or installed for use as residential human habitation. (b) A hospital for humans. (c) A public or private school for persons under 18 years of age. (d) A day care center for children. 2022-01-12 PC Agenda Page 146 of 159 Page 5 42. Access for Department. The Department shall have reasonable right of entry and access to the Property for inspection, investigation, remediation, monitoring, and other activities as deemed necessary by the Department in order to protect human health or safety or the environment. 4.3. Inspection and Reporting Requirements. The Owner shall conduct an annual inspection of the Property verifying compliance with this Covenant and shall submit an annual inspection report to the Department for its approval by January 15th of each year. The annual inspection report must include an evaluation of potential migration of contaminants from the adjacent landfill toward the Property, the dates, times, and names of those who conducted the inspection and reviewed the annual inspection report. It also shall describe how the observations that were the basis for the statements and conclusions in the annual inspection report were performed (e.g., drive by, fly over, walk in, etc.). If any violation is noted, the annual inspection report must detail the steps taken to correct the violation and return to compliance. If the Owner identifies any violations of this Covenant during the annual inspection or at any other time, the Owner must within 10 calendar days of identifying the violation: (a) determine the identity of the party in violation; (b) send a letter advising the party of the violation of the Covenant; and (c) demand that the violation cease immediately. Additionally, a copy of any correspondence related to the violation of this Covenant shall be sent to the Department within 10 calendar days of its original transmission. ARTICLE V ENFORCEMENT 5.1. Enforcement. Failure of the Owner or Occupant to comply with this Covenant shall be grounds for the Department to require modification or removal of any Improvements constructed or placed upon any portion of the Property in violation of this Covenant. Violation of this Covenant, such as failure to submit (including submission of any false statement) record or report to the Department, shall be grounds for the Department to pursue administrative, civil, or criminal actions, as provided by law. ARTICLE VI VARIANCE, REMOVAL AND TERM 6.1. Variance from Environmental Restrictions. Any person may apply to the 2022-01-12 PC Agenda Page 147 of 159 Page 6 Department for a written variance from any of the Environmental Restrictions imposed by this Covenant. Such application shall be made in accordance with Health and Safety Code section 25223. 6.2 Removal of Environmental Restrictions. Any person may apply to the Department to remove any of the Environmental Restrictions imposed by this Covenant or terminate the Covenant in its entirety. Such application shall be made in accordance with Health and Safety Code section 25224. 6.3 Term. Unless ended in accordance with paragraph 6.2, by law, or by the Department in the exercise of its discretion, this Covenant shall continue in effect in perpetuity. ARTICLE VII MISCELLANEOUS 7.1. No Dedication Intended. Nothing set forth in this Covenant shall be construed to be a gift or dedication, or offer of a gift or dedication, of the Property, or any portion thereof, to the general public or anyone else for any purpose whatsoever. 7.2. Recordation. The Covenantor shall record this Covenant, with all referenced Exhibits, in the County of San Diego within 10 calendar days of the Covenantor's receipt of a fully executed original. 7.3. Notices. Whenever any person gives or serves any Notice ("Notice" as used herein includes any demand or other communication with respect to this Covenant), each such Notice shall be in writing and shall be deemed effective: (a) when delivered, if personally delivered to the person being served or to an officer of a corporate party being served; or (b) five calendar days after deposit in the mail, if mailed by United States mail, postage paid, certified, return receipt requested: To Owner: HomeFed Corporation 1903 Wright Place, Suite 220 Carlsbad, California 92008 Attn.: Mr. H. Robert Penner, Vice President 2022-01-12 PC Agenda Page 148 of 159 Page 7 And To Department: Department of Toxic Substances Control 5796 Corporate Avenue Cypress, California 90630 Attention: Ms. Yolanda Garza, Unit Chief Brownfields Restoration and School Evaluation Branch Any party may change its address or the individual to whose attention a Notice is to be sent by giving advance written Notice in compliance with this paragraph. 7.4. Partial Invalidity. If this Covenant or any of its terms are determined by a court of competent jurisdiction to be invalid for any reason, the surviving portions of this Covenant shall remain in full force and effect as if such portion found invalid had not been included herein. 7.5. Statutory References. All statutory or regulatory references include successor provisions. 7.6. Incorporation of Exhibits. All exhibits and attachments to this Covenant are incorporated herein by reference. 2022-01-12 PC Agenda Page 149 of 159 Page 8 IN WITNESS WHEREOF, the Covenantor and the Department hereby executes this Covenant. Covenantor: HomeFed Corporation By: ___________________________________ Erin N. Ruhe Vice President HomeFed Corporation Date: _________________________________ Department of Toxic Substances Control: By: ___________________________________ Javier Hinojosa, Chief Brownfields Restoration and Schools Evaluation Branch Site Mitigation and Restoration Program Department of Toxic Substances Control Date: _________________________________ 2022-01-12 PC Agenda Page 150 of 159 Page 9 State of California County of _________ On ________________________ before me, (space above this line is for name and title of the officer/notary), personally appeared ________________________________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal, _______________________________ (seal) Signature of Notary Public A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. 2022-01-12 PC Agenda Page 151 of 159 Page 10 State of California County of _________ On ________________________ before me, (space above this line is for name and title of the officer/notary), personally appeared ________________________________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal, _______________________________ (seal) Signature of Notary Public A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. 2022-01-12 PC Agenda Page 152 of 159 PAGE 1 OF 1 M:\2395\028\Legal Description\A05 Rockefeller Lots 814-816.docx EXHIBIT “A” Legal Description Residential Restricted Area Lots 814, 815, and 816 of Chula Vista Tract No. 16-02, Otay Ranch Village 3 North, in the City of Chula Vista, County of San Diego, State of California, according to Map thereof No. 16160, filed in the office of the County Recorder of San Diego County on December 21, 2016. Containing 11.574 acres, more or less. Portions of APNs 644-061-01-00, 644-061-02-00, and 644-061-03-00 Basis of Bearings is the northeasterly line of said Lot 816 of said Map No. 16160. Prepared by, _________________________________________ Douglas B. Stroup, PLS 8553 Hunsaker & Associates San Diego, Inc. My license expires: 12/31/2022 October 21, 2021 2022-01-12 PC Agenda Page 153 of 159 0 SCALE 1" = 200 400 600 200' Residential Restricted Area (Area is shaded gray) N o rt h e a st e rly li n e L o t 8 1 6 APN 644-061-01-00 APN 644-061-02-00 APN 644-061-03-00 6 4 4 -0 6 1 -1 5 -0 0 644-061-14-00 SKETCH TO ACCOMPANY EXHIBIT "A" HUNSAKER& ASSOCIATES S A N D I E G O, I N C. 9707 Waples Street (858)558-4500 San Diego, CA 92121 THIS EXHIBIT IS FOR GRAPHIC PURPOSES ONLY. ANY ERRORS OR OMISSIONS ON THIS EXHIBIT SHALL NOT AFFECT THE DEED DESCRIPTION. CITY OF CHULA VISTA, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA See Exhibit "A" for Legal Description Assessor Parcel Numbers Shown Hereon L.S. 8553DOUGLASB.S T R O UP LICE N S E D L AND SU R V E Y O R S T A TE OF CA L I F O R NIA Douglas B. Stroup, PLS 8553 My license expires 12/31/2022 10/21/2021 2022-01-12 PC Agenda Page 154 of 159 1 REGULAR MEETING OF THE PLANNING COMMISSION Meeting Minutes November 10, 2021, 6:00 p.m. Council Chambers, 276 Fourth Avenue, Chula Vista, CA Present: Commissioner Burroughs, Vice Chair De La Rosa, Commissioner Milburn, Commissioner Nava, Commissioner Torres, Chair Zaker, Commissioner Gutierrez Also Present: Deputy City Attorney Shirey, Director Development Services Allen Others Present Assistant Development Services Director Black, Planning Manager Philips, Senior Planner Donn, Development Services Technician Ramos, Secretary Zepeda _____________________________________________________________________ 1. CALL TO ORDER A regular meeting of the Planning Commission of the City of Chula Vista was called to order at 6:02 p.m. in the Council Chambers, located in City Hall, 276 Fourth Avenue, Chula Vista, California. 2. ROLL CALL Secretary Zepeda called the roll. 3. PLEDGE OF ALLEGIANCE TO THE FLAG AND MOMENT OF SILENCE Commissioner Burroughs led the Pledge of Allegiance. 4. PUBLIC COMMENTS 5. PUBLIC HEARINGS 2022-01-12 PC Agenda Page 155 of 159 2 Notice of the hearing was given in accordance with legal requirements, and the hearing was held on the date and no earlier than specified in the notice. 5.1 CONDITIONAL USE PERMIT AND DESIGN REVIEW FOR PSYCHIATRIC HOSPITAL, KNOWN AS THE EASTLAKE BEHAVIORAL HEALTH HOSPITAL Senior Planner, Stan Donn gave a presentation on the item and answered questions of the Commission. Fifty speaker slips were received at the meeting, twenty-five members of the public spoke or were in favor of the item: Pedro Anaga, Chula Vista resident John Boarman Tom Gammiere Michael Genovese Tina Go Jerry Gold Randall Goldberg Charles Hill Dan Kaperick Robin Madaffer Farah Mahzari Ted Manaktela Karen McCabe Luisa McCarthy Monica Montano Saad Nazo Jim O'Callaghan Jason Paguio Sally Preston Cheryl Reed 2022-01-12 PC Agenda Page 156 of 159 3 Fabian Rodriguez Lori Spar Michael Vogt Stephen Wen Mary Weaver, Chula Vista resident Twenty-five members of the public spoke or were in opposition of the item: Richard Barreto, Chula Vista resident Belina Bernabe, Chula Vista resident Dianne Bliven, Chula Vista resident Martin Calvo, Chula Vista resident Brad Davis, Chula Vista resident Ray Edwards, Chula Vista resident Rebecca Edwards, Chula Vista resident Clarissa Falcon Sara Fernando Chula Vista resident Marcelino Garcia, Chula Vista resident Aileen Jarina, Chula Vista resident Manuelito Jarina, Chula Vista resident Mark Liuag, Chula Vista resident Brian Madlangbayan, Chula Vista resident Brandon McClintock, Chula Vista resident Kahnoush Mokhbery, Chula Vista resident John Moot, Chula Vista resident Monica Nelson, Chula Vista resident Miriam Pabiani Laura Penilla-Santiago, Chula Vista resident Lena Pradel, Chula Vista resident 2022-01-12 PC Agenda Page 157 of 159 4 Mahrough Shahidi, Chula Vista resident Arturo Swadener, Chula Vista resident Ashkan Tafti, Chula Vista resident John Teevan, Chula Vista resident Moved by Torres Seconded by Gutierrez Conduct a public hearing and: 1. Consider a resolution certifying the Final Environmental Impact Report (FEIR20-0001/SCH 2021030087) and approving Conditional Use Permit CUP19-0010 to allow the use of a one- story, 97,050 square-foot building consisting of a 120-bed acute psychiatric hospital; with an added condition of approval of ongoing adherence to the Operational Profile dated 11/09/21, as presented to the Commission in writing during the discussion of the item, as new Condition Number 13 of the CUP; and an additional condition that the Applicant demonstrate and provide verification of ongoing and current accreditation and licensing with the State of California; and 2. Consider a resolution approving Design Review Permit DR19-0012 for the construction of a one -story, 97,050 square-foot building consisting of a 120-bed acute psychiatric hospital. Yes (6): Burroughs, Vice Chair De La Rosa, Milburn, Torres, Zaker, and Gabe Gutierrez, Chair No (1): Nava Result:Carried (6 to 1) OTHER BUSINESS 6. STAFF COMMENTS 7. CHAIR'S COMMENTS 8. COMMISSIONERS' COMMENTS 9. ADJOURNMENT The meeting was adjourned at 10:27 p.m. Minutes prepared by: Patricia Salvacion, Planning Commission Secretary 2022-01-12 PC Agenda Page 158 of 159 5 _________________________ Patricia Salvacion, Secretary 2022-01-12 PC Agenda Page 159 of 159