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HomeMy WebLinkAboutReso 22-18 Approving a Zeiss Site Development Review Permit for Phase 1 RESOLUTION NO. 22 — 18 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUBLIN * * * * * * * * * * * APPROVING A SITE DEVELOPMENT REVIEW PERMIT FOR PHASE 1 OF THE ZEISS INNOVATION CENTER PROJECT PLPA 2017-00025 (APN 986-0014-010-00) WHEREAS, the Applicant, Carl Zeiss, Inc., submitted a Planning Application for the Zeiss Innovation Center project, which consists of a 433,090 square foot research and development campus comprised of two buildings, a parking structure, and associated site, frontage, and landscape improvements. Requested land use approvals include a Planned Development Rezone with a Stage 1 and Stage 2 Development Plan, a Site Development Review Permit for Phase 1 (208,650 square foot building), and a Supplemental Mitigated Negative Declaration. These planning and implementing actions are collectively known as the "Zeiss Innovation Center Project" or the "Project"; and WHEREAS, the project site is approximately 11.36 acres located at the northeast corner of Dublin Boulevard and Arnold Road (APN 986-0014-010-00); and WHEREAS, the project site is located within a Planned Development Zoning District; and WHEREAS, the project plans and renderings, attached as Exhibits A and B, illustrate the site layout and elevations for an approximately 208,650 square foot building consistent with the General Plan, Eastern Dublin Specific Plan and Panned Development zoning proposed as part of this project; and WHEREAS, the Site Development Review Permit application collectively defines this project and is available and on file in the Community Development Department; and WHEREAS, the California Environmental Quality Act (CEQA), together with the State guidelines and City environmental regulations, require that certain projects be reviewed for environmental impacts and that environmental documents be prepared; and WHEREAS, the project is located in the General Plan Eastern Extended Planning Area and the Eastern Dublin Specific Plan area, for which the City Council certified a Program Environmental Impact Report by Resolution 51-93 ("Eastern Dublin EIR" or "EDEIR", SCH 91103064) on May 10, 1993, which resolution is incorporated herein by reference. The Eastern Dublin EIR identified significant impacts from development of the Eastern Dublin area, some of which could not be mitigated to less than significant. Upon approval of the Eastern Dublin General Plan Amendment and Specific Plan, the City Council adopted mitigations, a mitigation monitoring program and a Statement of Overriding Considerations (Resolution 53-93, incorporated herein by reference); and WHEREAS, in 2001, the City prepared a modified Initial Study to evaluate whether additional environmental review than in the Eastern Dublin EIR was needed for a proposed Cisco development project. Based on the Initial Study, the City prepared a Mitigated Negative Declaration dated June 2001 (SCH 1991103064). The City Council adopted a Mitigated Negative Declaration (MND), Statement of Overriding considerations and a Mitigation Monitoring Program for the change in the General Plan and Eastern Dublin Specific Plan designation and zoning on the project site to Campus Office on April 15, 2003 (Resolution No. 65-03, incorporated herein by reference); and Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 1 of 26 WHEREAS, the City prepared a modified Initial Study to determine whether supplemental environmental review was required for the proposed Zeiss Innovation Center project under CEQA standards. The Initial Study examined whether there were substantial changes to the proposed development, substantial changes in circumstances, or new information, any of which would result in new or more severe significant impacts than analyzed in the prior Eastern Dublin EIR and Cisco MND or whether any standards for supplemental environmental review were met; and WHEREAS, upon completion of the Initial Study it was determined that there were new potentially significant impacts associated with the project related to biological resources; therefore, a Supplemental Mitigated Negative Declaration was prepared to analyze those biological impacts; and WHEREAS, the Supplemental Mitigated Negative Declaration/Initial Study was circulated for public review from December 13, 2017 to January 30, 2018; and WHEREAS, the City of Dublin received four comment letters during the public review period; and WHEREAS, on February 13, 2018, the Planning Commission adopted Resolution 18-02 recommending that the City Council adopt the Supplemental Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program for the project; and WHEREAS, on February 13, 2018, the Planning Commission adopted Resolution 18-03 recommending that the City Council approve a Planned Development Zoning district with a related Stage 1 and Stage 2 Development plan, which Resolution is incorporated herein by reference and available for review at City Hall during normal business hours; and WHEREAS, on February 13, 2018, the Planning Commission adopted Resolution 18-04 recommending that the City Council approve the Site Development Review for Phase 1 of the Zeiss Innovation Center project, which resolution is incorporated herein by reference and available for review at City Hall during normal business hours; and WHEREAS, a Staff Report, dated March 6, 2018 and incorporated herein by reference, described and analyzed the project, including the Planned Development Rezoning and approval of a related Stage 1 and Stage 2 Development Plan, Site Development Review Permit, and Supplemental Mitigated Negative Declaration for the City Council; and WHEREAS, on March 6, 2018 the City Council adopted Resolution 21-18 adopting the Supplemental Mitigated Negative Declaration and Mitigation and Monitoring Reporting Program for the project; and WHEREAS, the City Council held a properly noticed public hearing on the Project, including the Site Development Review Permit application, on March 6, 2018 at which time all interested parties had the opportunity to be heard; and WHEREAS, proper notice of the public hearing was given in all respects as required by law; and WHEREAS, a Staff Report was submitted recommending that the City Council approve the Site Development Review application; and Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 2 of 26 WHEREAS, the City Council did hear and use independent judgment and considered all said reports, recommendations, and testimony hereinabove set forth. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin does hereby make the following Site Development Review findings and determinations regarding the Zeiss Innovation Center project: A. The proposal is consistent with the purposes of Chapter 8.104 (Site Development Review) of the Zoning Ordinance, with the General Plan, and any applicable Specific Plans and design guidelines because: 1) the project provides an orderly, attractive and harmonious development compatible with the site's surrounding properties; 2) the development gives thoughtful consideration to building location, architectural and landscape design and theme, vehicular and pedestrian access and on-site circulation, parking and traffic impact; 3) the project includes contemporary, high-quality materials and finishes in compliance with the design guidelines of the Eastern Dublin Specific Plan and Community Design and Sustainability Element of the General Plan; 4) the proposed project will conform to the density, design, and allowable uses as stated in the Planned Development Zoning Stage 1 and Stage 2 Development Plan; 5) the project includes streetscape enhancements to compliment those already in place; and 6) the project is consistent with the General Plan and Eastern Dublin Specific Plan. B. The proposal is consistent with the provisions of Title 8, Zoning Ordinance because: 1) The architecture and landscape design for the project provides an appropriate pedestrian scale with the proposed layout of buildings and landscaping and parking are well-suited to the proposed use; 2) the overall design of the project is consistent with the design requirements of the Stage 1 and Stage 2 Development Plan; 3) the overall project is consistent with the total development potential for the site as stated in the Stage 1 and Stage 2 Development Plan; 4) the proposed development is compatible with the General Plan Land Use designations of Campus Office which allows for research and development uses; and 5) the proposed project meets the intent of the Dublin General Plan which discourages projects that do not relate well to the surrounding developments and the proposed project is compatible with the surrounding neighborhood that includes residential and commercial uses. C. The design of the Project is appropriate to the City, the vicinity, surrounding properties, and the lot(s) in which the Project is proposed because: 1) The architecture and landscape design for the project provides an appropriate pedestrian scale and the landscaping and parking areas are well-suited to the uses; 2) the overall design of the project is consistent with the design requirements of the Stage 1 and Stage 2 Development Plan; 3) the proposed development is compatible with the General Plan Land Use designation of Campus Office which allows for research and development uses; 4) the project avoids and enhances a 0.58 acre wetland located on the project site by planting native vegetation and preserving the upland buffer around the wetland perimeter; and 5) the project will result in an attractive, campus-like setting for Zeiss employees. D. The subject site is suitable for the type and intensity of the approved development because: 1) the project will provide a research and development facility and be a benefit to the Dublin community; 2) the project is within the density requirements of the Planned Development Zoning District, the General Plan, and the Eastern Dublin Specific Plan; 3) the project provides for its own infrastructure and required services and is designed to include sufficient vehicular and pedestrian access, with parking to support the uses; and 4) the Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 3 of 26 proposed density of the site is consistent with the General Plan and Eastern Dublin Specific Plan. E. Impacts to existing slopes and topographic features are addressed because: 1) the project site is relatively flat; 2) the roadway and utility infrastructure to serve the site already exists; 3) the project avoids and enhances a 0.58 acre wetland located on the project site by planting native vegetation and preserving the upland buffer around the wetland perimeter; and 4) future approval of grading and improvement plans will enable the site to be modified to suit the project, which will be developed for the site in accordance with City policies and regulations. F. Architectural considerations including the character, scale and quality of the design, site layout, the architectural relationship with the site and other buildings, screening of unsightly uses, lighting, building materials and colors and similar elements result in a project that is harmonious with its surroundings and compatible with other developments in the vicinity because: 1) the architectural style and materials will be consistent and compatible with the contemporary architectural style, colors, and materials being utilized on other commercial and residential projects in the vicinity of the project site; 2) façade treatments include glass panels, façade glazing, translucent glass and metal panels; 3) the project is utilizing contemporary, high-quality materials and finishes in compliance with the design guidelines of the Eastern Dublin Specific Plan; and 4) the size and scale of the development will be similar to other buildings in the project vicinity. G. Landscape considerations, including the location, type, size, color, texture and coverage of plant materials, and similar elements have been incorporated into the Project to ensure visual relief, adequate screening and an attractive environment for the public because: 1) the Preliminary Landscape Plan for the project site emphasizes the creation of a comfortable pedestrian environment that will include a variety of outdoor amenities for employees; 2) the project avoids and enhances a 0.58 acre wetland located on the project site by planting native vegetation and preserving the upland buffer around the wetland perimeter; 3) the project includes an outdoor seating area located north of the building; 4) a landscaped bio-retention area is provided in the southwestern portion of the site; 5) landscaping will be provided throughout the project site; and 6) the project landscaping is consistent with other commercial development in the vicinity and conforms to the requirements of the City's Water Efficient Landscape Ordinance. H. The site has been adequately designed to ensure the proper circulation for bicyclist, pedestrians, and automobiles because: 1) all infrastructure including driveways, pathways, sidewalks, and street lighting have been reviewed for conformance with City policies, regulations, and best practices and have been designed with multi-modal travel in mind; and 2) development of this project will conform to the major public improvements already installed allowing patrons the safe and efficient use of these facilities. BE IT FURTHER RESOLVED that the Dublin City Council does hereby approve the Site Development Review Permit for Phase 1 of the Zeiss Innovation Center as shown on the project plans date stamped received on January 3, 2018 and included as Exhibit A and Exhibit B to this Resolution, subject to the conditions included below. CONDITIONS OF APPROVAL: Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 4 of 26 Unless stated otherwise, all Conditions of Approval shall be complied with prior to the issuance of building permits or establishment of use, and shall be subject to Planning Department review and approval. The following codes represent those departments/agencies responsible for monitoring compliance of the conditions of approval. [PL.] Planning, [B] Building, [PO] Police, [PW] Public Works [P&CS] Parks & Community Services, [ADM] Administration/City Attorney, [FIN] Finance, [F] Alameda County Fire Department, [DSR] Dublin San Ramon Services District, [CO] Alameda County Department of Environmental Health, [Z7] Zone 7. # CONDITION TEXT RESPO. WHEN REQ'D AGENCY Prior to: PLANNING 1. Approval. This Site Development Review (SDR) approval is PL Ongoing for the Zeiss Innovation Center located on Site 15A (APN: 986- 0014-010-00) at the northeast corner of Dublin Boulevard and Arnold Road within the Eastern Dublin Specific Plan Area (PLPA-2017-00025). The SDR approval is for Phase 1, which includes a 208,650 square foot research and development building and associated site, frontage, and landscape improvements. This approval shall be as generally depicted and indicated on the SDR project plans, attached to this Resolution as Exhibit A, prepared by Gensler Architecture, BKF Engineers, and Bionic Landscape Architect dated received January 3, 2018, on file in the Community Development Department, and other plans, text, color and materials boards relating to this SDR and as specified by the following Conditions of Approval for this project. This approval is subject to adopting the related Planned Development Zoning. 2. Effective Date. This SDR approval becomes effective once PL Ongoing the companion Planned Development Zoning District has been approved by the City Council and becomes effective. 3. Permit Expiration. Construction or use shall commence PL One Year After Effective within one (1) year of Permit approval or the Site Development Date Review shall lapse and become null and void. If there is a dispute as to whether the Permit has expired, the City may hold a noticed public hearing to determine the matter. Such a determination may be processed concurrently with revocation proceedings in appropriate circumstances. If a Permit expires, a new application must be made and processed according to the requirements of the Zoning Ordinance. 4. Time Extension. The original approving decision-maker may, PL Prior to Expiration Date upon the Applicant's written request for an extension of approval prior to expiration, upon the determination that all Conditions of Approval remain adequate and all applicable findings of approval will continue to be met, grant an extension of the approval for a period not to exceed six (6) months. All time extension requests shall be noticed and a public hearing shall be held before the original hearing body. 5. Compliance. The Applicant/Property Owner shall operate this PL On-going use in compliance with the Conditions of Approval of this Site Development Review Permit, the approved plans and the regulations established in the Zoning Ordinance. Any violation of the terms or conditions specified may be subject to enforcement action. Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 5 of 26 6. Revocation of Permit. The Site Development Review PL On-going approval shall be revocable for cause in accordance with Section 8.96.020.1 of the Dublin Zoning Ordinance. Any violation of the terms or conditions of this permit shall be subject to citation. 7. Requirements and Standard Conditions. The Applicant/ Various Building Permit Developer shall comply with applicable City of Dublin Fire Issuance Prevention Bureau, Dublin Public Works Department, Dublin Building Department, Dublin Police Services, Alameda County Flood Control District Zone 7, Livermore Amador Valley Transit Authority, Alameda County Public and Environmental Health, Dublin San Ramon Services District and the California Department of Health Services requirements and standard conditions. Prior to issuance of building permits or the installation of any improvements related to this project, the Applicant/Developer shall supply written statements from each such agency or department to the Planning Department, indicating that all applicable conditions required have been or will be met. 8. Required Permits. Applicant/Developer shall obtain all PW Building Permit permits required by other agencies including, but not limited to Issuance and Grading Alameda County Flood Control and Water Conservation Permit Issuance District Zone 7, California Department of Fish and Wildlife, Army Corps of Engineers, Regional Water Quality Control Board, Caltrans and provide copies of the permits to the Public Works Department. 9. Fees. Applicant/Developer shall pay all applicable fees in Various Building Permit effect at the time of building permit issuance, including, but not Issuance limited to, Planning fees, Building fees, Traffic Impact Fees, TVTC fees, Dublin San Ramon Services District fees, Public Facilities fees, Dublin Unified School District School Impact fees, Fire Facilities Impact fees, Alameda County Flood and Water Conservation District (Zone 7) Drainage and Water Connection fees; or any other fee that may be adopted and applicable. Approved Development Agreement supersedes where applicable. 10. Indemnification. The Applicant/Developer shall defend, ADM On-going indemnify, and hold harmless the City of Dublin and its agents, officers, and employees from any claim, action, or proceeding against the City of Dublin or its agents, officers, or employees to attack, set aside, void, or annul an approval of the City of Dublin or its advisory agency, appeal board, Planning Commission, City Council, Community Development Director, Zoning Administrator, or any other department, committee, or agency of the City to the extent such actions are brought within the time period required by Government Code Section 66499.37 or other applicable law; provided, however, that the Applicant's/Developer's duty to so defend, indemnify, and hold harmless shall be subject to the City's promptly notifying the Applicant/Developer of any said claim, action, or proceeding and the City's full cooperation in the defense of such actions or proceedings. 11. Clarification of Conditions. In the event that there needs to PL, PW On-going be clarification to the Conditions of Approval, the Director of Community Development and the City Engineer have the Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 6 of 26 authority to clarify the intent of these Conditions of Approval to the Applicant/Developer without going to a public hearing. The Director of Community Development and the City Engineer also have the authority to make minor modifications to these conditions without going to a public hearing in order for the Applicant/Developer to fulfill needed improvements or mitigations resulting from impacts to this project. 12. Clean-up. The Applicant/Developer shall be responsible for PL On-going clean-up & disposal of project related trash to maintain a safe, clean and litter-free site. 13. Modifications. Modifications or changes to this Site PL On-going Development Review approval may be considered by the Community Development Director if the modifications or changes proposed comply with Section 8.104.100 of the Zoning Ordinance. 14. Equipment Screening. All electrical equipment, fire risers, PL Building Permit and/or mechanical equipment shall be screened from public Issuance view by landscaping and/or architectural features. Any roof- mounted equipment shall be completely screened from adjacent street view by materials architecturally compatible with the building and to the satisfaction of the Community Development Director. The Building Permit plans shall show the location of all equipment and screening for review and approval by the Community Development Director. 15. Master Sign Program. A Master Sign Program is required PL Installation of Project prior to installation of any project related signage. The wall Related Signage signs shown in the Project Plans are for illustrative purposes only and the full details of the sign sizes, content, materials, and construction shall be shown in the separate sign package. 16. Temporary Promotional Banners and Balloons. Temporary PL On-going Promotional Banner Signs and Balloons shall only be permitted after first securing an approved Temporary Promotional Sign Permit. All temporary on-site signage shall be subject to the sign regulations contained in the City of Dublin Zoning Ordinance. 17. Construction Trailer. The Applicant/Developer shall obtain a PL Establishment of the Temporary Use Permit prior to the establishment of any Temporary Use construction trailer, storage shed, or container units on the Project site. 18. Public Art. The Applicant/Developer intends to acquire and PL Art to be installed prior install public art on the Project site in accordance with Chapter to Occupancy 8.58 of the Dublin Municipal Code. The value of the public art Project is required to equal or exceed 0.5% of the building valuation (exclusive of land) for the entire Project. The Building Official will determine the building valuation at the time of Plan Check submittal for the first building permit on site. An agreement that sets forth the ownership, maintenance responsibilities, and insurance coverage for all public art on site shall be executed prior to occupancy. All public art installations are subject to approval of the City Council upon recommendation by the Heritage and Cultural Arts Commission. 19. Long-Term Bicycle Parking. Any exterior long term bicycle PL Building Permit facility shall be designed to complement the location in which it Issuance is sited (i.e. building architecture or the landscaping areas). Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 7 of 26 Final design and material shall be approval by Staff. 20. Emergency Vehicle Access Aisle. The material of the PL Approval of Emergency Vehicle Access Aisles (located adjacent to the Improvement Plans building and the wetland) shall consist of a material that is to the satisfaction of the Community Development Director. 21. Mitigation Monitoring Program. The Applicant/ Developer PL On-going shall comply with the Zeiss Innovation Center Mitigated Negative Declaration (MND) adopted by City Council Resolution 21-18, including all mitigation measures contained therein. The MND is on file with the Community Development Department. PLANNING - LANDSCAPE 22. Final Landscape and Irrigation Plan. Plans shall comply with PL Approval of Final Chapter 8.72 of the Zoning Ordinance and be generally Landscape Plans consistent with the project plans attached to this Resolution as Exhibit A and date stamped received on January 3, 2018. A Final Landscape and Irrigation Plan prepared and stamped by a State licensed landscape architect or registered engineer shall be submitted for review and approval by the Community Development Director. The landscape plans shall be prepared on an accurately surveyed topographic plan consistent with the architectural, site and civil plans and show location of utilities including street lights, fire hydrants, drain inlets, water meters, vaults, and transformers including locations of underground utilities including water, sewer and storm drain. Landscape and irrigation plans shall provide for a recycled water system. 23. Site Improvements & Amenities. Site improvements and PL Approval of Final amenities, including light fixtures, shown on the landscape Landscape Plans plans shall be clearly identified to include materials, colors, and finishes to the satisfaction of the Community Development Director and City Engineer. 24. Water Efficient Landscaping Regulations. The PL Approval of Final Applicant/Developer shall meet all requirements of the City of Landscape Plans Dublin's Water-Efficient Landscaping Regulations, Chapter 8.88 of the Dublin Municipal Code. 25. Water Efficient Landscaping Ordinance. The PL, PW Approval of Final Applicant/Developer shall submit written documentation to the Landscape Plans Public Works Department (in the form of a Landscape Documentation Package and other required documents) that the development conforms to the City's Water Efficient Landscaping Ordinance. 26. Sustainable Landscape Practices. The landscape design PL Approval of Final shall demonstrate compliance with sustainable landscape Landscape Plans practices as detailed in the Bay-Friendly Landscape Guidelines by earning 60 points or more and meeting the 14 required practices in the Bay-Friendly Landscape Scorecard. 27. Traffic Visibility Area. No fence, wall, hedge, sign or other PL, PW Approval of Final structure, shrubbery, mounds of earth, or other visual Landscape Plans obstruction shall be over 30 inches in height above the nearest curb elevation shall be erected, placed, planted or allowed to grow within the Traffic Visibility Area. 28. Landscape Screening. Landscape screening is of a height PL Approval of Final and density so that it provides a positive visual impact within Landscape Plans Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 8 of 26 three years from the time of planting. Screening, including the screening of utility areas from roadways, shall conform to Chapter 8.72 of the Dublin Municipal Code. 29. Landscape Edges. Concrete curbs or bands shall be used at PL, PW Approval of Final the edges of all planters and paving surfaces. The design width Landscape Plans and depth of the concrete edge to be to the satisfaction of the Community Development Director and City Engineer. 30. Landscape Borders. All landscaped areas in the parking PL, PW Approval of Final areas shall be bordered by a concrete curb that is at least 6 Landscape Plans inches high and 6 inches wide. Curbs adjacent to parking spaces must be 12 inches wide. All landscaped areas shall be a minimum of 6 feet in width curb to curb. 31. Mounds & Berms. Slopes of mounds and berms shall not PL Approval of Final exceed 3:1 ratio, or 3 feet in height. Slopes 6:1 and over shall Landscape Plans be labelled and contours for berms, swales, drainage ponds, and water quality elements, etc. shall be shown on the landscape plans. 32. Tree Composite Plan. The Applicant/Developer shall submit PL Approval of Final composite utility, lighting, joint trench, and tree plan to resolve Landscape Plans potential conflicts. 33. Street Trees. Street tree species shall conform to City of PL Approval of Final Dublin Standard Plans and Chapter 8.72 of the Dublin Landscape Plans Municipal Code. 34. Street Light and Trees. Maintain approximately 15' clearance PL Approval of Final between streetlights and street trees. Where such clearance is Landscape Plans not practical for design considerations, the spacing between the trees shall be increased and the size of the tree shall be increased to 36" box minimum to reduce conflict between the lighting and foliage. 35. Landscape Maturity. The landscape plans shall show plants PL Approval of Final at the mature size and spaced to accommodate minimum Landscape Plans spread adjacent to buildings, sidewalks, roads or other obstructions. In addition, plants shall be spaced to fill in location within six (6) years. 36. Plant Standards. That unless unusual circumstances prevail, PL Approval of Final all trees on the site shall be a minimum of 15 gallons in size. Landscape Plans All trees that are on the exterior building perimeter shall be 24" box minimum. All shrubs shall be 5 gallon minimum. 37. Root Barriers & Tree Staking. The Landscape Plans shall PL Approval of Final provide details showing root barriers and tree staking will be Landscape Plans installed that meet current City specifications. 38. Water Features. Water features shall use recirculating water PL Approval of Final systems and recycled water. Landscape Plans 39. Existing Landscape Improvements. Existing landscape PL Approval of Final improvements adjacent to or within the project shall be shown Landscape Plans and labeled on the plans. Protection notes shall be included to protect existing landscape improvements. 40. Standard Plant Material, Irrigation and Maintenance PL Approval of Final Agreement. The Applicant/Developer shall complete and Landscape Plans submit to the Dublin Planning Department the Standard Plant Material, Irrigation and Maintenance Agreement. 41. Maintenance of Landscape. All landscape areas on the site PL On-going shall be enhanced and properly maintained at all times. Any proposed or modified landscaping to the site, including the removal or replacement of trees, shall require prior review and Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 9 of 26 written approval from the Community Development Director. BUILDING CONDITIONS 42. Building Codes and Ordinances. All project construction B Through Completion shall conform to all building codes and ordinances in effect at the time of building permit. 43. Phased Occupancy Plan. If occupancy is requested to B Occupancy of any occur in phases, then all physical improvements within each affected building phase shall be required to be completed prior to occupancy of any buildings within that phase except for items specifically excluded in an approved Phased Occupancy Plan, or minor handwork items, approved by the Department of Community Development. The Phased Occupancy Plan shall be submitted to the Directors of Community Development and Public Works for review and approval a minimum of 60 days prior to the request for occupancy of any building covered by said Phased Occupancy Plan. Subject to approval of the Director of Community Development, the completion of landscaping may be deferred due to inclement weather with the posting of a bond for the value of the deferred landscaping and associated improvements. 44. Building Permits. To apply for building permits, B Issuance of Building Applicant/Developer shall submit five (5) sets of construction Permits plans to the Building & Safety Division for plan check. Each set of plans shall have attached an annotated copy of these Conditions of Approval. The notations shall clearly indicate how all Conditions of Approval will or have been complied with. Construction plans will not be accepted without the annotated resolutions attached to each set of plans. Applicant/Developer will be responsible for obtaining the approvals of all participation non-City agencies prior to the issuance of building permits. 45. Construction Drawings. Construction plans shall be fully B Issuance of building dimensioned (including building elevations) accurately drawn permits (depicting all existing and proposed conditions on site), and prepared and signed by a California licensed Architect or Engineer. All structural calculations shall be prepared and signed by a California licensed Architect or Engineer. The site plan, landscape plan and details shall be consistent with each other. 46. Air Conditioning Units. Air conditioning units and ventilation B Occupancy of Unit ducts shall be screened from public view with materials compatible to the main building. Units shall be permanently installed on concrete pads or other non-movable materials approved by the Chief Building Official and Director of Community Development. 47. Temporary Fencing. Temporary Construction fencing shall B Through Completion be installed along the perimeter of all work under construction. 48. Addressing B a) Provide a site plan with the City of Dublin's address grid Prior to release of overlaid on the plans (1 to 30 scale). Highlight main addresses entry door opening on plans. Provide information for each tenant space. 3 copies 11x17 sheets. b) Address signage shall be provided as per the Dublin Prior to permitting Commercial Security Code. Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 10 of 26 c) Address will be required on all doors leading to the exterior of the building. Addresses shall be illuminated Prior to occupancy and be able to be seen from the street, 4 inches in height minimum. 49. Engineer Observation. The Engineer of record shall be B Scheduling the final retained to provide observation services for all components of frame inspection the lateral and vertical design of the building, including nailing, hold-downs, straps, shear, roof diaphragm and structural frame of building. A written report shall be submitted to the City Inspector prior to scheduling the final frame inspection. 50. Foundation. Geotechnical Engineer for the soils report shall B Permit issuance review and approve the foundation design. A letter shall be submitted to the Building Division on the approval. 51. Copies of Approved Plans. Applicant shall provide City with B 30 days after permit and 2 reduced (1/2 size) copies of the City of Dublin stamped each revision issuance approved plan. 52. Cool Roofs. Flat roof areas shall have their roofing material B Through Completion coated with light colored gravel or painted with light colored or reflective material designed for Cool Roofs. 53. Solar Zone— CA Energy Code. B Through Completion Show the location of the Solar Zone on the site plan. Detail the orientation of the Solar Zone. This condition of approval will be waived if the project meets the exceptions provided in the CA Energy Code. 54. Accessary Structures. Building permits are required for all B Through Completion trash enclosures and associated amenities / structures and are required to meet the accessibility and building codes. 55. 60-Foot No Build Covenant. Pursuant to Dublin Municipal B Building Permit Code Chapter 7.32, if the design of the project uses yards for Issuance allowable square footage increase, the owner shall file with the Building Official a Covenant and Agreement Regarding Maintenance of Yards for an Oversized Building binding such owner, his heirs, and assignees, to set aside a 60-foot required yard as unobstructed space having no improvements. After execution by the owner and Building Official, such covenant shall be recorded in the Alameda County Recorder's Office, and shall continue in effect so long as an oversized building remains or unless otherwise released by authority of the Building Official. 56. Emergency Access - See Chapter 7.32 of the Dublin B Occupancy & On-going Municipal Code for complete requirement. Vehicle Gates. Private roads and parking areas or structures controlled by unmanned mechanical parking type gates shall be provided with police emergency access by Opticom LED Emitter and providing the gate access code for distribution to emergency responders. The control box for the code device shall be mounted on a control pedestal consisting of a metal post/pipe, which shall be installed at a height of 36 to 42 inches to the center of the keypad and a minimum of 15 feet (4.6m) from the entry / exit gate. It shall be located on the driver's side of the road or driveway and accessible in such a manner as to not require a person to exit their vehicle to reach it, nor to drive on the wrong side of the road or driveway, not to require any back-up Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 11 of 26 movements in order to enter/exit the gate. The gates accesses devices shall be designed and installed to allow for entry through the vehicular gate under three different and unique situations: a. The system is in services and under normal operations. b. A power failure has occurred and battery powered convenience open systems are employed. c. A power failure has occurred and the convenience open system has failed (dead or low charged battery). Pedestrian gates. All lockable pedestrian gates shall provide for policy emergency access utilizing an approved key switch device or approved Knoxbox, which shall be installed in a manner approved by the Chief Building Official. FIRE PREVENTION 57. Building and Fire Code Requirements. Construction shall F Building Permit comply with the Building and Fire Code Requirements in effect Issuance & On-going at the time of Building Permit submittal or improvement plans. 58. New Fire Sprinkler System & Monitoring Requirements. F Building Permit In accordance with the Dublin Fire Code, fire sprinklers shall be Issuance installed in the building. The system shall be in accordance with the NFPA 13, the CA Fire Code and CA Building Code. Plans and specifications showing detailed mechanical design, cut sheets, listing sheets and hydraulic calculations shall be submitted to the Fire Department for approval and permit prior to installation. This may be a deferred submittal. 59. Fire Alarm (detection) System Required. A Fire Alarm F Building Permit Detection System shall be installed throughout the building so Issuance as to provide full property protection, including combustible concealed spaces, as required by NFPA 72. The system shall be installed in accordance with NFPA 72, CA Fire, Building, Electrical, and Mechanical Codes. 60. Fire Extinguishers. Extinguishers shall be visible and F Occupancy unobstructed. Signage shall be provided to indicate fire extinguisher locations. The number and location of extinguishers shall be shown on the plans. Additional fire extinguishers may be required by the Fire Inspector. Fire extinguishers shall meet a minimum classification of 2A 10BC. Extinguishers weighing 40 pounds or less shall be mounted no higher than 5 feet above the floor measured to the top of the extinguisher. 61. FD Building Key Box. A Fire Department Key Box shall be F Occupancy installed at the main entrance to the building. Note these locations on the plans. The key box shall be installed approximately 5 1/2 feet above grade. The box shall be sized to hold the master key to the facility as well as keys for rooms not accessible by the master key. Specialty keys, such as the fire alarm control box key and elevator control keys shall also be installed in the box. The key box door and necessary keys are to be provided to the Fire Inspector upon the final inspection. The inspector will then lock the keys in the box. Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 12 of 26 Key boxes and switches may be ordered directly from the Knox Company. 62. Gate Approvals. Fencing and gates that cross pedestrian Building Permit access and exit paths as well as vehicle entrance and exit Issuance roads shall be approved for Fire Department access and egress as well as exiting provisions where such is applicable. Plans shall be submitted that clearly show the fencing and gates and details of such. This should clearly be incorporated as part of the site plan with details provided as necessary. 63. FD Gate Key Box/Switch. Each manually operated gate that Occupancy serves as a means of fire access shall have installed a Knox Key Box accessible from the entrance side of the gate. Where the locking method of the gate is by a chain a Knox padlock shall be installed on the chain. The key box door and necessary keys are to be provided to the Fire Inspector upon the final inspection. All electrically controlled gates shall be provided with an emergency gate over-ride key switch for Fire Department access. 64. Means of Egress. Exit signs shall be visible and illuminated F Occupancy & On-going with emergency lighting when the building is occupied. 65. Maximum Occupant Load. Posting of room capacity is F Occupancy required for any occupied load of 50 or more persons. Submittal of a seating plan on durable placard is required prior to final occupancy. 66. Interior Finish. Wall and ceiling interior finish material shall F Occupancy meet the requirements of Chapter 8 of the California Fire Code. Interior finishes will be field verified upon final inspection. If the product is not field marked and the marking visible for inspection, maintain the product cut sheets and packaging that show proof of the products flammability and flame-spread ratings. Decorative materials shall be fire retardant. 67. Addressing. Addressing shall be illuminated or in an F Occupancy illuminated area. The address characters shall be contrasting to their background. If address is placed on glass, the numbers shall be on the exterior of the glass and a contrasting background placed behind the numbers. Building Address. The building shall be provided with all addresses or the assigned address range so as to be clearly visible from either direction of travel on the street the address references. The address characters shall not be less than 5 inches in height by 1-inch stroke. Larger sizes may be necessary depending on the setbacks and visibility. 68. High Pile Permit Application. Prior to High Piled Storage F High Pile Storage occurring in the warehouse, a Fire Permit allowing such storage shall be obtained. A completed High Pile Permit Storage Application shall be submitted to the Fire Department along with a complete Warehouse Storage and Layout Submittal. The permit will be issued once all work for such storage has been completed and inspected. 69. Hood & Duct Fire Extinguishing System & K Fire F Building Permit Extinguisher. In accordance with the Fire Code, a ventilating Issuance hood and duct system shall be provided in accordance with the Mechanical Code for commercial-type food heat-processing Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 13 of 26 equipment that produces grease-laden vapors. An automatic fire extinguishing system shall protect the hood and duct system and the cooking appliances below. Plans and specifications showing detailed mechanical design of fire protection system shall be submitted to the Fire Department for review and approval. 70. Hazardous Materials. An inventory statement (HMIS) for any / F Building Permit all hazardous materials for approval of process / storage / Issuance handling requirements shall be provided. The project shall meet the requirements of the Alameda County Department of Environmental Health as Certified Unified Program Agency (CUPA). The Material Safety Data Sheets, Hazardous Materials Business Plan and all required documentation shall be provided to CUPA for permitting process. 71. Hazardous Materials Management Plan. A facility site plan F Building Permit showing storage and use areas, maximum amount of material Issuance stored or used in each area, container sizes, storage arrangement including the location and dimensions of aisles shall be provided. 72. Hazardous Materials Inventory Statement. A permit F Building Permit application with Chemical name, trade names, hazardous Issuance ingredients, hazard classification, MSDS, U.N. and C.A.S. number, maximum quantity on-site at one time, storage conditions related to the storage type, temperature and pressure shall be submitted. The storage, use and handling of hazardous materials in quantities not exceeding the maximum allowable quantity per control shall be in accordance with CFC. 73. Flammable Finishes. F Occupancy • A Fire Permit is required for application of flammable or combustible paint, varnish, lacquer, stain, fiberglass resins or other flammable or combustible liquid applied by means of spray apparatus in a continuous or intermittent process. • Electrical wiring and equipment shall be of an explosion proof type approved for use in hazardous locations. (Class 1 Division 1 or Class 2 Division 1). • Spray booths and spray rooms shall be protected by an approved automatic fire-extinguishing system. Protection shall also extend to exhaust plenums, exhaust ducts and both sides of dry filters when such filters are used. • Mechanical ventilation shall be kept in operation at all times while spraying operations are being conducted and for a sufficient time thereafter to allow vapors from drying coated articles and finishing material residue to be exhausted. Spraying equipment shall be interlocked with the ventilation of the flammable vapor areas such that spraying operations cannot be conducted unless the ventilation system is in operation. • Ventilation systems shall be designed, installed and maintained such that the average air velocity over the open face of the booth, or booth cross section in the direction of the airflow during spraying operations, shall Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 14 of 26 not be less than 100 feet per minute. 74. Automatic Shutoffs for Ducts. Air moving systems supplying F Occupancy air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air moving equipment upon detection of • smoke in the main supply air duct served by such equipment. Smoke detectors shall be labeled by an approved agency approved and listed by California State Fire Marshal for air duct installation and shall be installed in accordance with the manufacturer's approved installation instructions. Duct detectors shall be accessible for cleaning by providing access doors. Duct detector location shall be permanently and clearly identified. 75. Stationary Storage Battery Systems. Stationary storage F battery systems having an electrolyte capacity of more than 50 gallons for flooded lead acid, nickel cadmium and valve- regulated lead acid, or 1,000 pounds for lithium-ion, used for facility standby power, emergency power or uninterrupted power supplies, shall comply with CFC Chapter 6. 76. Generators. The following shall apply: F Building Permit 1. Stationary generators for emergency and standby Issuance & On-going power systems shall be listed in accordance with UL 2200. 2. Generators shall be installed according to Article of the California Electrical Code. 3. Portable and vehicle mounted generators shall be bonded and grounded in accord with Article of the California Electrical Code. 4. Code required Standby Power Systems shall be according to the California Electrical Code 5. Non-code required optional standby power systems shall be according to Article 702 of the California Electrical Code. 6. Life safety branch circuits shall be in accordance with Article of the California Electrical Code. 7. All electrical wiring, devices, appliances and other equipment shall be in accord with the California Electrical Code. 77. Electrical Equipment, Wiring & Hazards. F Occupancy & On-going 1. Electrical wiring, devices, appliances and other equipment that is modified or damaged and constitutes an electrical shock or fire hazard shall not be used. 2. A working space of not less than 30 inches in width, 36 inches in depth and 78 inches in height shall be provided in front of electrical service equipment. No storage of any materials shall be located within the designated working space. 3. Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating ELECTRICAL ROOM. The disconnecting means for each service, feeder or branch circuit originating on a switchboard or panel board shall be legibly and durably marked to indicate its purpose. 4. Extension cords and flexible cords shall not be a Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 15 of 26 substitute for permanent wiring. Extension cords shall be used only with portable appliances. 78. Fire Safety During Construction & Demolition. F During Construction 1. Clearance to combustibles from temporary heating devices shall be maintained. Devices shall be fixed in place and protected from damage, dislodgement or overturning in accordance with the manufacturer's instructions. 2. Smoking shall be prohibited except in approved areas. Signs shall be posted "NO SMOKING" in a conspicuous location in each structure or location in which smoking is prohibited. 3. Combustible debris, rubbish and waste material shall be removed from buildings at the end of each shift of work. 4. Flammable and combustible liquid storage areas shall be maintained clear of combustible vegetation and waste materials. PUBLIC WORKS GENERAL— PROJECT SPECIFIC CONDITIONS 79. Geotechnical Report. Applicant shall submit Design Level PW First Submittal of Geotechnical Report including pavement design sections. Improvement Plans 80. Drive Aisle. The exiting drive aisle at the northeast of the site PW Approval of shall be redesigned to be oriented approximately 90 degrees to Improvement Plans Park Place. 81. Shuttle Parking. Plans show the addition of shuttle parking PW Approval of stalls in the parking lot. The Applicant shall submit Improvement Plans specifications for the shuttle to be used and an associated exhibit to verify parking stall dimensions are adequate and maneuverability of the shuttle within parking lot is feasible. 82. Parking Stalls. Parking stalls at 90 degrees to each other at PW Approval of the northwest of the parking lot and the southwest of the Improvement Plans parking lot shall have an additional two feet in width. 83. Hydromodification. The site is subject to hydromodification. PW Approval of The Applicant shall submit BAHM calculations for review and Improvement Plans approval by the Public Works Department. 84. Adjacent Site Improvements. PW Approval of a. Improvements are required at the adjacent site to the east Improvement Plans to allow for ingress/egress to and from the site from the Dublin Boulevard entrance. b. The Applicant shall obtain and submit to the City written authorization from the adjacent property owners for construction of the improvements. c. The Applicant shall also be responsible for construction of these improvements. d. On-site improvements shall be coordinated with the existing and proposed improvements on the adjacent property to the east of the site. 85. Additional Information on Plans. Plans shall show additional PW Approval of sections, details, slopes and spot elevations to clarify grading, Improvement Plans drainage, improvements to be constructed, and conform to existing conditions. 86. Storm Drain Pipe Angles. Storm drain pipe system design PW Approval of shall not allow for inflow/outflow connections of pipes at Improvement Plans structures to be less than 90 degrees. Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 16 of 26 87. Storm Drain Pipes at Foundations. Storm drain pipes located PW Approval of adjacent to the building foundations shall be reviewed by a Improvement Plans Structural and Geotechnical Engineer. 88. Utility Crossings. All utility crossings shall be labelled on the PW Approval of plans with minimum clearances maintained. Improvement Plans 89. Pavement Slopes. Slopes equal or greater than 1.5% at AC PW Approval of pavement are desirable to promote positive drainage and Improvement Plans prevent ponding of runoff, with minimum slopes at 1%. Concrete gutter slope design desired at 1% with minimum slope at 0.7%. 90. Valley Gutters. Valley gutters shall be constructed at all PW Approval of swales in the asphalt pavement area in the parking lot. Improvement Plans 91. Storm Drain System Information. Provide additional PW Approval of information at storm drain system, including invert elevations Improvement Plans and hydraulic grade line elevation at storm drain structures, and slope and length at storm drain pipes. Provide hydrology/hydraulic design calculations conforming to current Alameda County Flood Control District Hydrology and Hydraulic Manual. 92. Landscape Area Grading and Drainage. Provide grading and PW Approval of drainage in all landscape areas. Runoff will not be allowed to Improvement/Landscap drain across sidewalks. e Plans 93. Loading Dock Drainage. Provide drainage at loading dock, PW Approval of connecting to storm drain system. Also provide bypass and Improvement Plans diversion valves in case of spill as noted under "Loading Docks" in Part 6 of the Stormwater Requirements Checklist. 94. Grading Contours. Proposed contours shall be consistent PW Approval of with proposed drainage patterns (i.e. swales) and conform to Improvement existing contours at perimeter of site. Plans/Issuance of Grading Permit 95. Stormwater Treatment. PW Approval of 1. Design of the biotreatment area shall be in accordance Improvement Plans with the requirements set forth in the Alameda County C.3 Stormwater Technical Guidance Handbook. 2. Applicant shall provide a narrative on the Stormwater Management Plan describing the stormwater treatment design, methodology used, sizing calculations and trash capture. 3. Applicant shall submit calculations and documentation for review and approval, supporting stormwater treatment measure sizing and hydromodification. 4. Planting and irrigation within stormwater treatment facility shall conform to current requirements. 96. Trash Capture. Trash capture (C.10) at the site shall be PW Approval of located to capture trash generated from all drainage areas at Improvement Plans the site. 97. Accessible Walkways. All walkways and seating areas are PW Approval of required to meet current accessibility requirements. Improvement Plans 98. Lighting and Utility Conflicts. Lighting, utilities, and tree PW Approval of locations shall be located and coordinated to avoid conflicts. Improvement Plans 99. Monument Signs. All Monument signs shall be located PW Approval of outside of the public rights-of-way and existing Public Service Improvement Plans and Easements. Master Sign Program 100. Bicycle Parking. Provide bicycle parking details for both short PW Approval of and long term parking that would show all offsets from adjacent Improvement Plans Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 17 of 26 buildings, curbs and structures. 101. Signing and Striping Plan. Construction Plans shall include, PW Approval of but not limited to, Signing and Striping Plan and Photometrics Improvement Plans Plan for review and approval. 102. Trash Enclosure. PW Approval of a. The compactor shall be eliminated from the site. The Improvement Applicant shall submit an updated plan with revised trash Plans/Issuance of enclosure incorporating this change and redesign. Building Permit b. The Applicant shall complete and submit the attached Waste Enclosure Requirements Checklist and incorporate required items in the updated submittal. Waste Handling Standards can be found on the City's website through the following link: http://dublin.ca.qov/1932/Development-Resources c. The design of the Trash Enclosure shall conform to requirements set forth in the Waste Handling Standards and the Dublin Municipal Code Section 7.98 Solid Waste and Recycling Enclosure Standards. d. The Trash Enclosure is subject to review and approval by the Environmental Services Division. e. All dumpsters shall be readily accessible for servicing when the enclosure doors are open. 103. Repair of Damaged Areas. The Applicant will be required to PW Acceptance of remediate/repair portions of the adjacent public streets Improvements damaged by any construction activity (including utility trench cuts), as determined by the Public Works Department. Remediation may include pavement treatment such as a slurry seal or a grind and overlay. Limits shall be determined by the Public Works Department based on the location and number of street cuts, and may extend to the nearest lane line, centerline or median. 104. Transportation Demand Management (TDM) Plan. A TDM PW Issuance of first Plan is required to meet the 20% trip reductions allocated to Occupancy Permit the project trips. The TDM Plan shall be reviewed and approved by the Public Works Director or his/her designee. All costs associated with the TDM measures will be funded by the Applicant and/or the owner of the development on an ongoing basis. The reduction in project trips with implementation of TDM measures will be monitored by the City through the approval of a yearly TDM Report. Applicant and/or the owner shall submit a yearly report on/or before September 30 of each year detailing the current status of the TDM measures, any changes to the TDM measures that occurred in the previous year, and the status of trip reduction amounts extracted from the driveway counts and surveys. At a minimum, elements of the TDM Plan shall include the following: a. Assignment of a TDM Coordinator at the site. b. The TDM reduction toolkit and commitment to implement each measure. c. A TDM implementation plan monitoring procedure. d. Annual traffic monitoring that will include vehicle counts at the driveways. e. Conformance to the toolkit measures. f. TDM conformance by measure. g. Measures to increase TDM adherence if the target of 20% Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 18 of 26 is not met. h. Potential penalties, if the target is not met. 105. Phase 1 Offsite Improvements. PW Approval of a. The Applicant shall construct frontage improvements with Improvement Plans / Phase 1 construction including landscaping and irrigation in Issuance of parkway strips, sidewalks and trail along Dublin Boulevard, Encroachment Permit Arnold Road and Central Parkway along the project frontages. b. All new and modified pedestrian curb ramps within the public rights-of-way shall be directional pedestrian ramps (dual pedestrian ramps) providing access to a single crosswalk, including the intersection of Central Parkway and Park Place and the southeast corner of Arnold Drive and Central Parkway. c. Dual Pedestrian Ramps shall be constructed at the northeast corner of Dublin Boulevard and Arnold Road. Pedestrian ramps providing access to the Class I trail along Dublin Boulevard shall have a minimum of 8 feet wide ramp and landing area. Pedestrian ramp transitions (flares) at this corner shall be separated by at least 5 feet. The Applicant shall coordinate the design with that shown on the Improvement Plans for Arnold Road prepared for the Boulevard Project. (Approval of Improvement Plans) d. Construction Plans shall include intersection details including striping and signing for the intersection of Central I Parkway and Park Place. e. All landscaping at the intersection of Central Parkway and Park Place must be maintained no higher than 30 inches � inside the Corner Sight Distance that must be calculated using the Highway Design Manal procedures for a speed of 35 MPH. Provide these details on a plan with landscaping overlaid on it. Trees could be planted inside the Corner Sight Distance zone as long as the canopy can be maintained at 14 feet from the travel way. f. Fiber Optic signal interconnect conduit shall be installed along Central Parkway from Arnold Road to Hacienda Drive. g. Construction plans shall be submitted for review and approval of all offsite improvements. h. Improvements and timing of construction shall be coordinated with improvements constructed along Arnold Road with the development on the west side of Arnold Road, the Boulevard project. 106. Phase 2 Offsite Improvements (reference only). Traffic PW Issuance of Certificate Signal: A traffic signal shall be installed at the intersection of of Occupancy for Phase Central Parkway and the entrance to the project. Upon 2 completion of the traffic signal installation, the developer is eligible for reimbursement of funds previously deposited with City of Dublin contributing to the cost of traffic signal construction at this intersection. Funds available for reimbursement are limited to only those on deposit with the City, and are not intended to fully compensate for all traffic signal installation costs. PUBLIC WORKS —STANDARD CONDITIONS OF APPROVAL 107. Public Works Standard Conditions of Approval. PW On-going Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 19 of 26 Applicant/Developer shall comply with the City of Dublin Public Works Standard Conditions of Approval contained below ("Standard Condition") unless specifically modified by Project Specific Conditions of Approval above. 108. Conditions of Approval. Applicant/Developer shall comply with the City of Dublin Title 7 Public Works Ordinance, which includes the Grading Ordinance, the City of Dublin Public Works Standards and Policies, the most current requirements of the State Code Title 24 and the Americans with Disabilities Act with regard to accessibility, and all building and fire codes PW On going and ordinances in effect at the time of building permit. All public improvements constructed by Developer and to be dedicated to the City are hereby identified as "public works" under Labor Code section 1771. Accordingly, Applicant/Developer, in constructing such improvements, shall comply with the Prevailing Wage Law (Labor Code. Sects. 1720 and following). PUBLIC WORKS —AGREEMENTS AND BONDS 109. Improvement Agreement. Applicant/Developer shall enter into an Improvement Agreement with the City for all public Grading Permit improvements including any required offsite storm drainage or PW roadway improvements that are needed to serve the issuance development, as determined by the City Engineer. 110. Security. Applicant/Developer shall provide faithful performance security to guarantee the improvements, as Grading Permit determined by the City Engineer (Note: The performance PW security shall remain in effect until one year after final issuance inspections). 111. O&M Agreement. Provision C.3 of the Municipal Regional Stormwater NPDES Permit, Order No. R2-2015-0049, requires the property owner enter into an Operation and Maintenance Agreement with the City of Dublin to provide verification and Occupancy or assurance that all treatment devices will be properly operated PW Acceptance of and maintained and to guarantee—the owner's perpetual Improvements maintenance obligation for all water treatment measures installed as part of the project. The Agreement shall be recorded against the property and shall run with the land. PUBLIC WORKS — FEES 112. Fees. Applicant/Developer shall dedicate parkland or pay in- lieu fees in the amounts and at the times set forth in City of Building Permit Dublin Resolution No. 60-99, or in any resolution revising these PW amounts and as implemented by the Administrative Guidelines issuance adopted by Resolution 195-99. PUBLIC WORKS — PERMITS 113. Encroachment Permit. Applicant/Developer shall obtain an Encroachment Permit from the Public Works Department for all construction activity within the public right-of-way of any street where the City has accepted the street right of way. The PW Start of Work encroachment permit may require surety for slurry seal and restriping. At the discretion of the City Engineer an encroachment for work specifically included in an Improvement Agreement may not be required. 114. Grading Permit. Applicant/Developer shall obtain a Grading/ Sitework Permit from the Public Works Department for all PW Start of Work grading. 115. Non-City Agency Permits. Applicant/Developer shall obtain PW Start of Work Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 20 of 26 all permits required by other agencies including, but not limited to Alameda County Flood Control and Water Conservation District Zone 7, California Department of Fish and Wildlife, Army Corps of Engineers, US Fish and Wildlife, Regional Water Quality Control Board, Caltrans, DSRSD, BART, as applicable, and provide copies of the permits to the Public Works Department. PUBLIC WORKS - SUBMITTALS 116. Plan Submittals. All submittals of plans shall comply with the requirements of the "City of Dublin Public Works Department Approval of Improvement Plan Submittal Requirements", the "City of Dublin PW Improvement Plans Improvement Plan Review Check List," current Public Works and industry standards. 117. Submittals to non-City Agencies. Applicant/Developer will be responsible for submittals and reviews to obtain the approvals Approval of of all participating non-City agencies. The Alameda County Fire PW Improvement Plans Department and the Dublin San Ramon Services District shall approve and sign the Improvement Plans. 118. Geotechnical Report. Applicant/Developer shall submit a Approval of Geotechnical Report, which includes street pavement sections PW Improvement Plans, and and grading recommendations for the development for the Grading Plans development. 119. Master Files. Applicant/Developer shall provide the Public Works Department a digital vectorized file of the "master" files for the project. Digital raster copies are not acceptable. The digital vectorized files shall be in AutoCAD 14 or higher PW Acceptance of drawing format. All objects and entities in layers shall be Improvements colored by layer and named in English. All submitted drawings shall use the Global Coordinate System of USA, California, NAD 83 California State Plane, Zone III, and U.S. foot. PUBLIC WORKS - EASEMENTS AND ACCESS RIGHTS 120. Abandonment of Easements. Applicant/Developer shall obtain abandonment from all applicable public agencies of Approval of existing easements and right-of-ways within the development Improvement Plans that will no longer be used. 121. Acquisition of Easements. Applicant/Developer shall acquire easements, and/or obtain rights-of-entry from the adjacent Approval of property owners for any improvements on their property. The PW Improvement Plans easements and/or rights-of-entry shall be in writing and copies furnished to the City Engineer. PUBLIC WORKS - GRADING 122. Erosion Control Plan. A detailed Erosion and Sediment Control Plan shall be included with the Grading Plan submittal. Issuance of Grading The plan shall include detailed design, location, and PW Permit maintenance criteria of all erosion and sedimentation control measures. 123. Retaining Walls. Tiebacks or structural fabric for retaining Approval of Grading walls shall not cross property lines, or shall be located a PW Plans minimum of 2' below the finished grade of the upper lot. PUBLIC WORKS - IMPROVEMENTS 124. Public Improvements. The public improvements shall be constructed generally as shown on the Site Development Approval of Review. However, the approval of the Site Development PW Improvement Plans Review is not an approval of the specific design of the drainage, sanitary sewer, water, and street improvements. Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 21 of 26 125. Public Improvement Conformance. All public improvements Approval of shall conform to the City of Dublin Standard Plans and design PW Improvement Plans requirements and as approved by the City Engineer. 126. Public Street Slopes. Public streets shall be at a minimum 1% Approval of slope with minimum gutter flow of 0.7% around bumpouts. PW Improvement Plans Private streets and alleys shall be at minimum 0.5% slope. 127. Curb Returns. Curb Returns on arterial and collector streets shall be 40-foot radius, all internal public streets curb returns shall be minimum 30-foot radius (36-foot with bump outs) and private streets/alleys shall be a minimum 20-foot radius, or as PW Approval of approved by the City Engineer. Curb ramp locations and Improvement Plans design shall conform to the most current Title 24 and Americans with Disabilities Act requirements and as approved by the City Traffic Engineer. 128. Decorative Paving. Any decorative pavers/paving installed within City right-of-way shall be done to the satisfaction of the City Engineer. Where decorative paving is installed at signalized intersections, pre-formed traffic signal loops shall be put under the decorative pavement. Decorative pavements Approval of shall not interfere with the placement of traffic control devices, PW Improvement Plans including pavement markings. All turn lane stripes, stop bars and crosswalks shall be delineated with concrete bands or color pavers to the satisfaction of the City Engineer. Maintenance costs of the decorative paving shall be the responsibility of the developer or future property owner. 129. Traffic Signing and Striping. Applicant/Developer shall install Certificate of all traffic signage, striping, and pavement markings as required Occupancy or by the City Engineer. PW Acceptance of Improvements 130. Street Lighting. Street light standards and luminaries shall be Certificate of designed and installed or relocated as determined by the City PW Occupancy or Engineer. The maximum voltage drop for streetlights is 5%. Acceptance of Improvements 131. Water and Sewer Facilities. Applicant/Developer shall Certificate of construct all potable and recycled water and sanitary sewer Occupancy or facilities required to serve the project in accordance with PW Acceptance of DSRSD master plans, standards, specifications and Improvements requirements. 132. Fire Hydrants. Fire hydrant locations shall be approved by the Certificate of Alameda County Fire Department. A raised reflector blue traffic Occupancy or marker shall be installed in the street opposite each hydrant, PW Acceptance of and shall be shown on the signing and striping plan. Improvements 133. Street Name Signs. Applicant/Developer shall furnish and Certificate of install City standard street name signs for the project to the PW Occupancy or satisfaction of the City Engineer. Acceptance of Improvements 134. Utilities. Applicant/Developer shall construct gas, electric, Certificate of telephone, cable TV, and communication improvements within Occupancy or the fronting streets and as necessary to serve the project and PW Acceptance of the future adjacent parcels as approved by the City Engineer Improvements and the various Public Utility agencies. 135. Utility Locations. All gas, electric, telephone, cable TV, and Certificate of communications utilities, shall be placed underground in PW Occupancy or accordance with the City policies and ordinances. All utilities Acceptance of shall be located and provided within public utility easements or Improvements Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 22 of 26 public services easements and sized to meet utility company standards. 136. Utility Vaults and Boxes. All utility vaults, boxes, and structures, unless specifically approved otherwise by the City Engineer, shall be underground and placed in landscaped Certificate of areas and screened from public view. Prior to Joint Trench Occupancy or Plan approval, landscape drawings shall be submitted to the PW Acceptance of City showing the location of all utility vaults, boxes, and Improvements structures and adjacent landscape features and plantings. The Joint Trench Plans shall be signed by the City Engineer prior to construction of the joint trench improvements. 137. Bus Shelters. Applicant/Developer shall construct bus stops Certificate of and shelters at the locations designated and approved by PW Occupancy or LAFTA and the City Engineer. The Developer shall pay the Acceptance of cost of procuring and installing these improvements. Improvements PUBLIC WORKS - CONSTRUCTION 138. Erosion Control Implementation. The Erosion and Sediment Control Plan shall be implemented between October 15th and April 15th unless otherwise allowed in writing by the City PW On going as needed Engineer. The Developer will be responsible for maintaining erosion and sediment control measures for one year following the City's acceptance of the subdivision improvements. 139. Archaeological Finds. If archaeological materials are encountered during construction, construction within 100 feet of these materials shall be halted until a professional Archaeologist who is certified by the Society of California PW On-going as needed Archaeology or the Society of Professional Archaeology has had an opportunity to evaluate the significance of the find and suggest appropriate mitigation measures. 140. Construction Activities. Construction activities, including the idling, maintenance, and warming up of equipment, shall be limited to Monday through Friday, and non-City holidays, between the hours of 7:30 a.m. and 5:30 p.m. except as PW On going as needed otherwise approved by the City Engineer. Extended hours or Saturday work will be considered by the City Engineer on a case-by-case basis. Note that the construction hours of operation within the public right of way are more restrictive. 141. Construction Noise Management Plan. Applicant/Developer shall prepare a construction noise management plan that identifies measures to be taken to minimize construction noise Start of Construction on surrounding developed properties. The plan shall include PW activities; and On going hours of construction operation, use of mufflers on construction as needed equipment, speed limit for construction traffic, haul routes and identify a noise monitor. Specific noise management measures shall be provided prior to project construction. 142. Construction Traffic Interface Plan. Applicant/Developer shall prepare a plan for construction traffic interface with public Start of Construction traffic on any existing public street. Construction traffic and PW activities; and On-going parking may be subject to specific requirements by the City as needed Engineer. 143. Pest Control. Applicant/Developer shall be responsible for controlling any rodent, mosquito, or other pest problem due to PW On-going construction activities. 144. Dust Control Measures. Applicant/Developer shall be PW Start of Construction responsible for watering or other dust-palliative measures to activities; On-going as Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 23 of 26 control dust as conditions warrant or as directed by the City needed Engineer. 145. Building Pad Certification. Applicant/Developer shall provide the Public Works Department with a letter from a registered civil engineer or surveyor stating or certifying that the building Issuance of Building pads have been graded to within 0.1 feet of the grades shown PW Permits or Acceptance on the approved Grading Plans, and that the top & toe of banks of Improvements and retaining walls are at the locations shown on the approved Grading Plans. PUBLIC WORKS - NPDES 146. NOI and SWPPP. Prior to any clearing or grading, Applicant/Developer shall provide the City evidence that a Notice of Intent (NOI) has been sent to the California State Start of construction Water Resources Control Board per the requirements of the PW activities NPDES. A copy of the Storm Water Pollution Prevention Plan (SWPPP) shall be provided to the Public Works Department and be kept at the construction site. 147. SWPPP. The Storm Water Pollution Prevention Plan (SWPPP) shall identify the Best Management Practices (BMPs) SWPPP to be Prepared appropriate to the project construction activities. The SWPPP Prior to Approval of shall include the erosion and sediment control measures in Improvement Plans; accordance with the regulations outlined in the most current PW Implementation Prior to version of the ABAG Erosion and Sediment Control Handbook Start of Construction or State Construction Best Management Practices Handbook. and On-going as The Developer is responsible for ensuring that all contractors needed implement all storm water pollution prevention measures in the SWPPP. DUBLIN SAN RAMON SERVICES DISTRICT 148. Complete improvement plans shall be submitted to DSRSD that DSRSD Building Permit conform to the requirements of the Dublin San Ramon Services Issuance District Code, the DSRSD "Standard Procedures, Specifications and Drawings for Design and Installation of Water and Wastewater Facilities", all applicable DSRSD Master Plans and all DSRSD policies. 149. All mains shall be sized to provide sufficient capacity to DSRSD Building Permit accommodate future flow demands in addition to each Issuance development project's demand. Layout and sizing of mains shall be in conformance with DSRSD utility master planning. 150. Sewers shall be designed to operate by gravity flow to DSRSD Building Permit DSRSD's existing sanitary sewer system. Pumping of sewage Issuance is discouraged and may only be allowed under extreme circumstances following a case by case review with DSRSD staff. Any pumping station will require specific review and approval by DSRSD of preliminary design reports, design criteria, and final plans and specifications. The DSRSD reserves the right to require payment of present worth 20 year maintenance costs as well as other conditions within a separate agreement with the applicant for any project that requires a pumping station. 151. Domestic and fire protection waterline systems for Tracts or DSRSD Building Permit Commercial Developments shall be designed to be looped or Issuance interconnected to avoid dead end sections in accordance with requirements of the DSRSD Standard Specifications and sound engineering practice. 152. _ DSRSD policy requires public water and sewer lines to be DSRSD Building Permit Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 24 of 26 located in public streets rather than in off-street locations to the Issuance fullest extent possible. If unavoidable, then public sewer or water easements must be established over the alignment of each public sewer or water line in an off-street or private street location to provide access for future maintenance and/or replacement. 153. The locations and widths of all proposed easement dedications DSRSD Issuance of any grading for water and sewer lines shall be submitted to and approved permit, site work permit by DSRSD. or building permit 154. All easement dedications for DSRSD facilities shall be by a DSRSD Issuance of any grading separate instrument irrevocably offered to DSRSD or by offer permit, site work permit of dedication on the Final Map. or building permit 155. Prior to issuance by the City of any Building Permit or DSRSD Building Permit Construction Permit by the Dublin San Ramon Services Issuance District, whichever comes first, all utility connection fees including DSRSD and Zone 7, plan checking fees, inspection fees, connection fees, and fees associated with a wastewater discharge permit shall be paid to DSRSD in accordance with the rates and schedules established in the DSRSD Code. 156. Prior to issuance by the City of any Building Permit or DSRSD Building Permit Construction Permit by the Dublin San Ramon Services Issuance District, whichever comes first, all improvement plans for DSRSD facilities shall be signed by the District Engineer. Each drawing of improvement plans shall contain a signature block for the District Engineer indicating approval of the sanitary sewer or water facilities shown. Prior to approval by the District Engineer, the applicant shall pay all required DSRSD fees, and provide an engineer's estimate of construction costs for the sewer and water systems, a performance bond, a one- year maintenance bond, and a comprehensive general liability insurance policy in the amounts and forms that are acceptable to DSRSD. The applicant shall allow at least 15 working days for final improvement drawing review by DSRSD before signature by the District Engineer. 157. No sewer line or waterline construction shall be permitted DSRSD Building Permit unless the proper utility construction permit has been issued by Issuance DSRSD. A construction permit will only be issued after all of the items in Condition No. 155 have been satisfied. 158. The Applicant/Developer shall hold DSRSD, its Board of DSRSD Ongoing Directors, commissions, employees, and agents of DSRSD harmless and indemnify and defend the same from any litigation, claims, or fines resulting from the construction and completion of the project. 159. Improvement plans shall include recycled water improvements DSRSD Building Permit as required by DSRSD. Services for landscape irrigation shall Issuance connect to recycled water mains. Applicant must obtain a copy of the DSRSD Recycled Water Use Guidelines and conform to the requirements therein. 160. Above-ground backflow prevention devices/double detector DSRSD Building Permit check valves shall be installed on fire protection systems Issuance and ongoing connected to the DSRSD water main. The Applicant shall collaborate with the Fire Department and DSRSD to size and configure the fire system. The Applicant shall minimize the number of backflow prevention devices/double-detector check Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 25 of 26 valve through strategic placement and landscaping. _ 161. Development plans will not be approved until landscape plans DSRSD Approval of Final are submitted for DSRSD review and approval. Landscape Plans 162. The project is located within the District Recycled Water Use DSRSD Approval of Final Zone (Ord. 301), which calls for installation of recycled water Landscape Plans irrigation systems to allow for the future use of recycled water for approved landscape irrigation demands. Recycled water will be available as described in the DSRSD Water System Master Plan, March 2016. Unless specifically exempted by the District Engineer, compliance with Ordinance 301, as may be amended or superseded, is required. Applicant must submit landscape irrigation plans to DSRSD. All irrigation facilities shall be in compliance with Districts "Recycled Water Use Guidelines" and Dept. of Health Services requirements for recycled water irrigation design. 163. Trash enclosures to be connected to the sanitary sewer, must DSRSD Building Permit have a grease and sand trap and the areas must be covered to Issuance and ongoing prevent the entry of rainwater. PASSED, APPROVED AND ADOPTED this 6th day of March 2018, by the following vote: AYES: Councilmembers Goel, Gupta and Hernandez, and Mayor Haubert NOES: ABSENT: ABSTAIN: Mayor ATTEST: 611-4 ().* City Clerk Reso No. 22-18, Adopted 3/6/2018, Item No. 6.1 Page 26 of 26 HOLMES Fire Safety 235 Montgomery, Suite 1250 San Francisco, CA 94104 Telephone 415.693.1600 WRA Environmental 2169-G East Francisco Blvd San Rafael, CA 94901 Telephone 415.454.8868 CHARLES M SALTER ASSOCIATES INC AV/Acoustic 130 Sutter Street, 5th Floor San Francisco, CA 94104 Telephone 415.397.0442 HLB Lighting 300 Brannan Street, Suite 212 San Francisco, CA 94107 Telephone 415.348.8273 TEECOM Tele/Data/Sec 1333 Broadway, Suite 601 Oakland, CA 94612 Telephone 510.337.2800 ARUP Structural / MEP Engineers 560 Mission Street, Suite 700 San Francisco, CA 94105 Telephone 415.957.9445 BIONIC Landscape Architect 833 Market Street, Suite 601 San Francisco, CA 94103 Telephone 415.206.0648 BKF Civil Engineers 255 Shoreline Drive, Suite, 200 Redwood City, CA 94065 Telephone 650.482.6300 Facsimile 650.482.6399 Architect 2 Harrison Street Suite 400 San Francisco CA 94105 Telephone 415.433.3700 Facsimile 415.836.4599ZEISS January 02, 2018 PLANNED DEVELOPMENT REZONE & SITE DEVELOPMENT REVIEW Innovation Center California Site 15A, DUBLIN Dublin, CA LT1.04 SITE LIGHTING PHOTOMETRIC CALCULATION - SOUTH ●●●● LT1.03 SITE LIGHTING PHOTOMETRIC CALCULATION - NORTH ●●●● LT1.02 SITE LIGHTING PLAN - SOUTH ●●●● LT1.01 SITE LIGHTING PLAN - NORTH ●●●● LIGHTING A4.85 EV CHARGING PANEL ENCLOSURE ●● A4.84 N2 AND EMERGENCY GENERATOR ELEVATION AND SECTION ●● A4.83 N2 AND EMERGENCY GENERATOR PLAN ●● A4.82 TRASH ROOM AND COMPACTOR ELEVATIONS AND SECTION ●● A4.81 TRASH ROOM AND COMPACTOR PLAN ●● A2.03 COLORED BUILDING ELEVATIONS ●●●● A2.02 MAIN BUILDING ELEVATIONS ●●●● A1.14 ROOF PLAN ●●●● A1.13 L3 FLOOR PLAN ●●●● A1.12 L2 FLOOR PLAN ●●●● A1.11 L1 FLOOR PLAN ●●●● ARCHITECTURE L7.04 DETAILS ● L7.03 DETAILS ● L7.02 DETAILS ● L7.01 DETAILS ●●●● L6.04 AXON VIEWS ●●● L6.02 SECTIONS ● L6.01 SECTIONS ●●●● L4.01 PLANTING PLAN ●●●●● L3.01 MATERIALS PLAN ●●●●● L1.02 FINISH GRADING-SURFACE DRAINAGE PLAN ●●●●● L0.02 PRELIMINARY LANDSCAPE KEY PLAN ●●●●● LANDSCAPE C7.00 PHASING PLAN ●●●● C6.00 PRELIMINARY STORMWATER MANAGEMENT PLAN ●●●● C5.00 PRELIMINARY UTILITY PLAN ●●●● C4.00 PRELIMINARY GRADING & DRAINAGE PLAN ●●●● C3.00 PRELIMINARY HORIZONTAL CONTROL PLAN ●●●● C2.00 EXISTING UTILITIES ●●●● C1.00 EXISTING BOUNDARY AND TOPOGRAPHIC MAP ●●●● CIVIL A1.00 SITE PLAN ●●●● A0.00 COVER SHEET ●●●●● GENERAL SHEET NUMBER SHEET NAME 09 . 1 5 . 1 7 D E V E L O P M E N T P L A N S U B M I T T A L 09 . 2 9 . 1 7 D P D E F E R R E D S U B M I T T A L 10 . 1 3 . 1 7 1 0 0 % S C H E M A T I C D E S I G N 11 . 0 3 . 1 7 D E V E L O P M E N T P L A N R E S U B M I T T A L 01 . 0 2 . 1 8 D E V E L O P M E N T P L A N F I N A L S U B M I T T A L ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● 01. 0 2 . 1 8 D E V E L O P M E N T P L A N F I N A L S U B M I T T A L DUBLIN BLVD. SYBASE DR. CENTRAL PKWY. ARNOLD RD. BB FP FP FP V V V V V VV VV V V V V V V V V V V V C C CA CA CA CA CA CA C C C C C C C C C C C C C C C C C C C C C C C C C CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA C C C C C C C C C C C C C C C EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV S SS CCAEV CCAEV CCAEV CCAEV CCAEV CCAEV CCAEV CCAEV CCAEV CCAEV CA EV CA EV CA EV CA EV CA EV CA EV CA EV CA EV CA EV CA EV PARCEL B R.I.E.E. PARCEL B R.I.E.E. PARCEL B R.I.E.E. PARCEL C P.I.E.E. PARCEL C P.I.E.E. PARCEL D P.S.D.E. PARCEL D P.S.D.E. PARCEL D P.S.D.E. PARCEL D P.S.D.E. PARCEL D P.S.D.E. 10' P.S.E 236 PM 7-13 10' P.S.E 236 PM 7-13 7 10' P.S.E 236 PM 7-13 10' P.S.E 236 PM 7-13 20' P.S.E 236 PM 7-13 7 20' P.S.E 236 PM 7-13 7 20' P.S.E 236 PM 7-13 7 7 10' P.S.E 236 PM 7-13 7 P.S.E 236 PM 7-136 P.S.E 236 PM 7-13 6 10' P.S.E 252 PM 90-95 8 10' P.S.E 252 PM 90-95 8 T.S.E 252 PM90-958 R.I.E.E. 252 PM 90-959 R.I.E.E. 252 PM 90-959 T.S.E 252 PM 90-95 8 E.V.A.E. 252 PM 90-958 9 P.S.D.E. 252 PM 90-95 9 P.S.D.E. 252 PM 90-95 30' E.V.A.E 236 PM 7-13 8 30' E.V.A.E 236 PM 7-13 8 30' E.V.A.E 236 PM 7-13 8 26' E.V.A.E 236 PM 7-13 8 15' W.L.E. 252 PM 90-958 15' W.L.E. 252 PM 90-958 15' W.L.E. 252 PM 90-958 15' W.L.E. 252 PM 90-95 8 UP UP UP SUMMARY OF DEVELOPMENT SITE AREA (GROSS): 11.36 ACRES (APPROX) 494841.6 SF (APPROX) PROPOSED BUILDING USE:RESEARCH AND DEVELOPMENT PROPOSED FLOOR AREA RATIO:208,650 SF/ 494,841 SF = 42.17% PROPOSED HEIGHT:62’-0” (TO THE TOP OF SCREEN, EXCLUDING ROOF TOP EQUIPEMENT OR ELEVATOR OVERRUN) SEE DWG. A2.01 PERCENTAGE OF LANDSCAPING:25% PARKING SPACE SIZE: FULL SIZE PARKING SPACES: 8'-6"X18'-0" (VARIENCE REVIEW REQUESTED) COMPACT PARKING SPACES: 8'-6"X15'-0" (VARIENCE REVIEW REQUESTED) ACCESSIBLE SPACES: 9'-0"X20'-0" ACCESSIBLE VAN SPACES: 12'-0"X20'-0" PARKING SPACE COUNT: PARKING SPACE REQUIREMENT:614 SPACES SUMMARY 595TOTAL STANDARD SPACES 52TOTAL COMPACT SPACES (35%MAX -8% PROVIDED) ((C)) 14TOTAL ACCESSIBLE SPACES (2% OF TOTAL) 3TOTAL SHUTTLE SPACES 664TOTAL PARKING PROVIDED DETAILED SUMMARY 20VISITOR SPACES ((V)) 3SHUTTLE SPACES ((S)) 54TOTAL CLEAN AIR VEHICLE SPACES (8% MIN.) ((CA)) 20 COMPACT EV 7COMPACT CA 20STANDARD EV 7STANDARD CA 40TOTAL EV SPACES (6% OF TOTAL) ((EV)) 20 COMPACT EV 20 STANDARD EV 14 TOTAL ACCESSIBLE SPACES (2% OF TOTAL) 11STANDARD ACCESSIBLE 3VAN ACCESSIBLE (1:6 OF STANDARD ADA) BIKE PARKING SPACES PROVIDED: LONG TERM: 36 SHORT TERM: 40 BUILDING AREA LEVEL 01 73,059 GSF LEVEL 02 70,356 GSF LEVEL 03 65,235 GSF TOTAL BUILDING AREA:208,650 GSF ESTIMATED TOTAL HEADCOUNT:700 PROJECT INFORMATION LEGEND P.S.E. PUBLIC SERVICE EASEMENT T.S.E. TRAFFIC SIGNAL EASEMENT R.I.E.E. RECIPROCAL INGRESS & EGRESS EASEMENT P.S.D.E. PRIVATE STORM DRAIN EASEMENT E.V.A.E. EMERGENCY VEHICLE ACCESS EASEMENT F.A.PUMP FIRE ACCESS PUMP -DUBLIN PUMPER F.A. FIRE ACCESS DUBLIN AERIAL LADDER V VEHICULAR ACCESS P PEDESTRIAN ENTRY BUILDING ENTRANCE GENERAL NOTES 1. PROPERTY LINES, EXISTING AND PROPOSED EASEMENT DIMENSIONS -SEE CIVIL DRAWINGS 2. LANDSCAPE AREAS -SEE LANDSCAPE DRAWINGS 3. UTILITY CONNECTIONS ON SITE -SEE CIVIL DRAWINGS 4. SITE LIGHTING FIXTURES -SEE LIGHTING DRAWINGS 5. DIMENSIONS AND TURNING RADII -SEE CIVIL DRAWING C3.06. 6. PUBLIC ART LOCATION -SEE LANDSCAPE DRAWING L0.02 7. STRIPING DETAILS REFER TO EXHIBIT F 8. ALL SIGNAGE WILL BE SUBMITTED IN MASTER SIGN PROGRAM SEPARATELY. NOTE: THE FOLLOWING AREAS ARE NOT INCLUDED IN THE GROSS FLOOR AREA CALCULATION: 1. INTERIOR VOIDS (INCL. ATRIUM OPENINGS, MECHANICAL SHAFTS) 2. L3 OUTDOOR DECK AREAS (WITH OVERHANG) 3. L3 INTERNAL OUTDOOR COURTYARD (SURROUNDED BY WALLS, OPEN TO AIR WITH SUNSHADE BAFFLES OVERHEAD) 4. ALL THE ENCLOSURES DETACHED FROM THE MAIN BUILDING (INCL. TRASH, NITROGEN, EMERGENCY GENERATOR ENCLOSURES, ETC.) 5. ANY OVERHANG AREA SHEET NOTES 1. REFER TO ENCROACHMENT PERMIT, APPLICATION # TBD P.S.E. P.S.E. P. S . E . P. S . E . EV CHARGING PANEL ENCLOSURE BIORETENTION BR1 SEE LANDSCAPE AND CIVIL DRAWINGS CONDENSATE BASIN -WB1 SEE LANDSCAPE DRAWINGS EXTERIOR SEATING SEE LANDSCAPE DRAWINGS WATER SHED SEE LANDSCAPE DRAWINGS WETLAND W6 BIORETENTION BR3 SEE LANDSCAPE AND CIVIL DRAWINGS PRIVATE INGRESS/EGRESS EASEMENT EMERGENCY VEHICLE ACCESS EASEMENT BUILDING SETBACK ALONG DUBLIN PROPERTY LINE EMERGENCY VEHICLE ACCESS LANE EMERGENCY VEHICLE ACCESS LANE LONG TERM BICYCLE PARKING ACCESSIBLE PATH SEE LANDSCAPE DRAWINGS WATERSHEDSHORT TERM BICYLE PARKING EASEMENT PROPERTY LINE EASEMENT PROPERTY LINE ROOF PLAN REFER TO DWG A1.04 WETLAND W6 SEE LANDSCAPE DRAWINGS PROPERTY LINE SEE SHEET NOTE 1 SEE SHEET NOTE 1 SEE SHEET NOTE 1 PAVING PATTERN SEE LANDSCAPE DRAWINGS PAVING PATTERN SEE LANDSCAPE DRAWINGS SHUTTLE STOP EMERGENCY VEHICLE ACCESS EASEMENT THROUGH ADJACENT SITE LOADING/ RECEIVING AREA CENTRAL PKWY. AR N O L D RO A D DUBLIN BLVD. PA R K PL A C E PRIMARY VEHICULAR ENTRANCE FIRE ENGINE/ TRUCK FIRE ENGINE/ TRUCK FIRE ENGINE/ TRUCK FIRE ENGINE/ TRUCK FIRE ENGINE/ TRUCK FIRE ENGINE/ TRUCK V V P P P V OPEN TO BELOW 26' - 0" 50' - 0" 12 A4.85 SKYLIGHT LOUVERED SCREEN LOUVERED SCREEN EASEMENT 09 A4.81 17 A4.83 V V REFER TO SHEET NOTE 1 P PRIMARY PEDESTRIAN ENTRANCE PARCEL TWO 252 PM 90-95 APN: 986-0014-011 PARCEL ONE 252 PM 90-95 (PARCEL A PER PTR 58206697-582-LE) 18' - 0"25' - 0"36' - 4"25' - 0"36' - 4"25' - 0"36' - 4"25' - 0"36' - 4"25' - 0"36' - 4"25' - 0"36' - 4"25' - 0"36' - 4"25' - 0"36' - 4"25' - 0"33' - 4"25' - 0"33' - 4"25' - 0"18' - 0" 25' - 0" 2 6 ' - 0 " 25' - 0" EMERGENCY GENERATOR ENCLOSURE NITROGEN ENCLOSURE & TRASH ENCLOSURE © Gensler Project Name Project Number Description Scale Seal / Signature 2017 Tel 415.433.3700 Fax 415.836.4599 2 Harrison Street Suite 400 San Francisco, CA 94105 United States NOT FOR CONSTRUCTION PERMIT NUMBER: 11 / 2 7 / 2 0 1 7 2 : 5 1 : 2 5 P M \\ g e n s l e r . a d \ p r o j e c t s \ R e v i t U s e r M o d e l s \ 2 4 7 0 3 \ G R A P H I T E I I - A R C H - 0 1 . 2 4 0 9 . 0 0 0 - C E N T R A L - V 2 0 1 7 - 1 _ c o r e y _ f o r s t . r v t 01.2409.000 Innovation Center California ZEISS Site 15A, DUBLIN Dublin, CA Innovation Center California DateDescription STRUCTURAL / MEP 560 Mission Street San Francisco, CA 94105 United States Tel 415.957.9445 LANDSCAPE ARCHITECT 833 Market Street San Francisco, CA 94103 United States Tel 415.206.0648 TELE/DATA/SEC 1333 Broadway, Ste 601 Oakland, CA 94612 United States Tel 510.337.2800 AV/ACOUSTIC 130 Sutter Street, Flr 5 San Francisco, CA 94104 United States Tel 415.397.0442 CIVIL ENGINEER 255 Shoreline Drive, Ste 200 Redwood City, CA 94065 United States Tel 650.482.6300 LIGHTING 300 Brannan Street, Ste 212 San Francisco, CA 94107 United States Tel 415.348.8273 ENVIRONMENTAL 2169-G East Francisco Blvd San Rafael CA. 94901 United States Tel 415.454.8868 FIRE SAFETY 235 Montgomery St, Ste 1250 San Francisco, CA 94104 United States Tel 415.693.1600 FOOD SERVICE 156 2nd Street San Francisco, CA 94105 United States Tel 415.922.5900 G01.02.17DEVELOPMENT PLAN FINAL SUBMITTAL C1.00 EXISTING BOUNDARY AND TOPOGRAPHIC MAP 1" = 40' © Gensler Project Name Project Number Description Scale Seal / Signature 2017 Tel 415.433.3700 Fax 415.836.4599 2 Harrison Street Suite 400 San Francisco, CA 94105 United States NOT FOR CONSTRUCTION PERMIT NUMBER: 11 / 2 7 / 2 0 1 7 2 : 5 1 : 2 5 P M \\ g e n s l e r . a d \ p r o j e c t s \ R e v i t U s e r M o d e l s \ 2 4 7 0 3 \ G R A P H I T E I I - A R C H - 0 1 . 2 4 0 9 . 0 0 0 - C E N T R A L - V 2 0 1 7 - 1 _ c o r e y _ f o r s t . r v t 01.2409.000 Innovation Center California ZEISS Site 15A, DUBLIN Dublin, CA Innovation Center California DateDescription STRUCTURAL / MEP 560 Mission Street San Francisco, CA 94105 United States Tel 415.957.9445 LANDSCAPE ARCHITECT 833 Market Street San Francisco, CA 94103 United States Tel 415.206.0648 TELE/DATA/SEC 1333 Broadway, Ste 601 Oakland, CA 94612 United States Tel 510.337.2800 AV/ACOUSTIC 130 Sutter Street, Flr 5 San Francisco, CA 94104 United States Tel 415.397.0442 CIVIL ENGINEER 255 Shoreline Drive, Ste 200 Redwood City, CA 94065 United States Tel 650.482.6300 LIGHTING 300 Brannan Street, Ste 212 San Francisco, CA 94107 United States Tel 415.348.8273 ENVIRONMENTAL 2169-G East Francisco Blvd San Rafael CA. 94901 United States Tel 415.454.8868 FIRE SAFETY 235 Montgomery St, Ste 1250 San Francisco, CA 94104 United States Tel 415.693.1600 FOOD SERVICE 156 2nd Street San Francisco, CA 94105 United States Tel 415.922.5900 G01.02.17DEVELOPMENT PLAN FINAL SUBMITTAL C2.00 EXISTING UTILITIES 1" = 40' C3.00 PRELIMINARY HORIZONTAL © Gensler Project Name Project Number Description Scale Seal / Signature 2017 Tel 415.433.3700 Fax 415.836.4599 2 Harrison Street Suite 400 San Francisco, CA 94105 United States NOT FOR CONSTRUCTION PERMIT NUMBER: 11 / 2 7 / 2 0 1 7 2 : 5 1 : 2 5 P M \\ g e n s l e r . a d \ p r o j e c t s \ R e v i t U s e r M o d e l s \ 2 4 7 0 3 \ G R A P H I T E I I - A R C H - 0 1 . 2 4 0 9 . 0 0 0 - C E N T R A L - V 2 0 1 7 - 1 _ c o r e y _ f o r s t . r v t 01.2409.000 Innovation Center California ZEISS Site 15A, DUBLIN Dublin, CA Innovation Center California DateDescription STRUCTURAL / MEP 560 Mission Street San Francisco, CA 94105 United States Tel 415.957.9445 LANDSCAPE ARCHITECT 833 Market Street San Francisco, CA 94103 United States Tel 415.206.0648 TELE/DATA/SEC 1333 Broadway, Ste 601 Oakland, CA 94612 United States Tel 510.337.2800 AV/ACOUSTIC 130 Sutter Street, Flr 5 San Francisco, CA 94104 United States Tel 415.397.0442 CIVIL ENGINEER 255 Shoreline Drive, Ste 200 Redwood City, CA 94065 United States Tel 650.482.6300 LIGHTING 300 Brannan Street, Ste 212 San Francisco, CA 94107 United States Tel 415.348.8273 ENVIRONMENTAL 2169-G East Francisco Blvd San Rafael CA. 94901 United States Tel 415.454.8868 FIRE SAFETY 235 Montgomery St, Ste 1250 San Francisco, CA 94104 United States Tel 415.693.1600 FOOD SERVICE 156 2nd Street San Francisco, CA 94105 United States Tel 415.922.5900 G01.02.17DEVELOPMENT PLAN FINAL SUBMITTAL CONTROL PLAN 1" = 40' © Gensler Project Name Project Number Description Scale Seal / Signature 2017 Tel 415.433.3700 Fax 415.836.4599 2 Harrison Street Suite 400 San Francisco, CA 94105 United States NOT FOR CONSTRUCTION PERMIT NUMBER: 11 / 2 7 / 2 0 1 7 2 : 5 1 : 2 5 P M \\ g e n s l e r . a d \ p r o j e c t s \ R e v i t U s e r M o d e l s \ 2 4 7 0 3 \ G R A P H I T E I I - A R C H - 0 1 . 2 4 0 9 . 0 0 0 - C E N T R A L - V 2 0 1 7 - 1 _ c o r e y _ f o r s t . r v t 01.2409.000 Innovation Center California ZEISS Site 15A, DUBLIN Dublin, CA Innovation Center California DateDescription STRUCTURAL / MEP 560 Mission Street San Francisco, CA 94105 United States Tel 415.957.9445 LANDSCAPE ARCHITECT 833 Market Street San Francisco, CA 94103 United States Tel 415.206.0648 TELE/DATA/SEC 1333 Broadway, Ste 601 Oakland, CA 94612 United States Tel 510.337.2800 AV/ACOUSTIC 130 Sutter Street, Flr 5 San Francisco, CA 94104 United States Tel 415.397.0442 CIVIL ENGINEER 255 Shoreline Drive, Ste 200 Redwood City, CA 94065 United States Tel 650.482.6300 LIGHTING 300 Brannan Street, Ste 212 San Francisco, CA 94107 United States Tel 415.348.8273 ENVIRONMENTAL 2169-G East Francisco Blvd San Rafael CA. 94901 United States Tel 415.454.8868 FIRE SAFETY 235 Montgomery St, Ste 1250 San Francisco, CA 94104 United States Tel 415.693.1600 FOOD SERVICE 156 2nd Street San Francisco, CA 94105 United States Tel 415.922.5900 G01.02.17DEVELOPMENT PLAN FINAL SUBMITTAL C4.00 PRELIMINARY GRADING & DRAINAGE PLAN 1" = 40' © Gensler Project Name Project Number Description Scale Seal / Signature 2017 Tel 415.433.3700 Fax 415.836.4599 2 Harrison Street Suite 400 San Francisco, CA 94105 United States NOT FOR CONSTRUCTION PERMIT NUMBER: 11 / 2 7 / 2 0 1 7 2 : 5 1 : 2 5 P M \\ g e n s l e r . a d \ p r o j e c t s \ R e v i t U s e r M o d e l s \ 2 4 7 0 3 \ G R A P H I T E I I - A R C H - 0 1 . 2 4 0 9 . 0 0 0 - C E N T R A L - V 2 0 1 7 - 1 _ c o r e y _ f o r s t . r v t 01.2409.000 Innovation Center California ZEISS Site 15A, DUBLIN Dublin, CA Innovation Center California DateDescription STRUCTURAL / MEP 560 Mission Street San Francisco, CA 94105 United States Tel 415.957.9445 LANDSCAPE ARCHITECT 833 Market Street San Francisco, CA 94103 United States Tel 415.206.0648 TELE/DATA/SEC 1333 Broadway, Ste 601 Oakland, CA 94612 United States Tel 510.337.2800 AV/ACOUSTIC 130 Sutter Street, Flr 5 San Francisco, CA 94104 United States Tel 415.397.0442 CIVIL ENGINEER 255 Shoreline Drive, Ste 200 Redwood City, CA 94065 United States Tel 650.482.6300 LIGHTING 300 Brannan Street, Ste 212 San Francisco, CA 94107 United States Tel 415.348.8273 ENVIRONMENTAL 2169-G East Francisco Blvd San Rafael CA. 94901 United States Tel 415.454.8868 FIRE SAFETY 235 Montgomery St, Ste 1250 San Francisco, CA 94104 United States Tel 415.693.1600 FOOD SERVICE 156 2nd Street San Francisco, CA 94105 United States Tel 415.922.5900 G01.02.17DEVELOPMENT PLAN FINAL SUBMITTAL C5.00 PRELIMINARY UTILITY PLAN 1" = 40' © Gensler Project Name Project Number Description Scale Seal / Signature 2017 Tel 415.433.3700 Fax 415.836.4599 2 Harrison Street Suite 400 San Francisco, CA 94105 United States NOT FOR CONSTRUCTION PERMIT NUMBER: 11 / 2 7 / 2 0 1 7 2 : 5 1 : 2 5 P M \\ g e n s l e r . a d \ p r o j e c t s \ R e v i t U s e r M o d e l s \ 2 4 7 0 3 \ G R A P H I T E I I - A R C H - 0 1 . 2 4 0 9 . 0 0 0 - C E N T R A L - V 2 0 1 7 - 1 _ c o r e y _ f o r s t . r v t 01.2409.000 Innovation Center California ZEISS Site 15A, DUBLIN Dublin, CA Innovation Center California DateDescription STRUCTURAL / MEP 560 Mission Street San Francisco, CA 94105 United States Tel 415.957.9445 LANDSCAPE ARCHITECT 833 Market Street San Francisco, CA 94103 United States Tel 415.206.0648 TELE/DATA/SEC 1333 Broadway, Ste 601 Oakland, CA 94612 United States Tel 510.337.2800 AV/ACOUSTIC 130 Sutter Street, Flr 5 San Francisco, CA 94104 United States Tel 415.397.0442 CIVIL ENGINEER 255 Shoreline Drive, Ste 200 Redwood City, CA 94065 United States Tel 650.482.6300 LIGHTING 300 Brannan Street, Ste 212 San Francisco, CA 94107 United States Tel 415.348.8273 ENVIRONMENTAL 2169-G East Francisco Blvd San Rafael CA. 94901 United States Tel 415.454.8868 FIRE SAFETY 235 Montgomery St, Ste 1250 San Francisco, CA 94104 United States Tel 415.693.1600 FOOD SERVICE 156 2nd Street San Francisco, CA 94105 United States Tel 415.922.5900 G01.02.17DEVELOPMENT PLAN FINAL SUBMITTAL C6.00 PRELIMINARY STORMWATER MANAGEMENT PLAN 1" = 40' Drainage Management Area ID Total Drainage Area Size (ft2) Impervious Surface Area Size (ft2) Pervious Surface Area (ft2) 4% of Effective Impervious Area (ft2) Treatment Area Provided (ft2) Ponding Depth Provided (in) Actual Ponding Depth (in) Type of Treatment Measure and Identification No. Treatment Measure lined or unlined Treatment Area Hydraulic Sizing Method DMA-1 381,313328,093 53,220 13,12412,67612 0.81Bioretention (BMP-1)Unlined Flow and Volume Based DMA-2 20,15418,5361,6187411,61860 Bioretention (BMP-2)Unlined Flow and Volume Based DMA-3 Self-Retaining/ Self- Treating to Wetland 67,9046,214 61,608----Wetland W06 -- DMA-4 Self Retaining/ Self- Treating Uncaptured 19,6860 19,686------- DMA-5 Self Retaining/ Self- Treating Uncaptured 4,3681,6782,690------- Total 493,425354,521138,82213,86514,294----- © Gensler Project Name Project Number Description Scale Seal / Signature 2017 Tel 415.433.3700 Fax 415.836.4599 2 Harrison Street Suite 400 San Francisco, CA 94105 United States NOT FOR CONSTRUCTION PERMIT NUMBER: 11 / 2 7 / 2 0 1 7 2 : 5 1 : 2 5 P M \\ g e n s l e r . a d \ p r o j e c t s \ R e v i t U s e r M o d e l s \ 2 4 7 0 3 \ G R A P H I T E I I - A R C H - 0 1 . 2 4 0 9 . 0 0 0 - C E N T R A L - V 2 0 1 7 - 1 _ c o r e y _ f o r s t . r v t 01.2409.000 Innovation Center California ZEISS Site 15A, DUBLIN Dublin, CA Innovation Center California DateDescription STRUCTURAL / MEP 560 Mission Street San Francisco, CA 94105 United States Tel 415.957.9445 LANDSCAPE ARCHITECT 833 Market Street San Francisco, CA 94103 United States Tel 415.206.0648 TELE/DATA/SEC 1333 Broadway, Ste 601 Oakland, CA 94612 United States Tel 510.337.2800 AV/ACOUSTIC 130 Sutter Street, Flr 5 San Francisco, CA 94104 United States Tel 415.397.0442 CIVIL ENGINEER 255 Shoreline Drive, Ste 200 Redwood City, CA 94065 United States Tel 650.482.6300 LIGHTING 300 Brannan Street, Ste 212 San Francisco, CA 94107 United States Tel 415.348.8273 ENVIRONMENTAL 2169-G East Francisco Blvd San Rafael CA. 94901 United States Tel 415.454.8868 FIRE SAFETY 235 Montgomery St, Ste 1250 San Francisco, CA 94104 United States Tel 415.693.1600 FOOD SERVICE 156 2nd Street San Francisco, CA 94105 United States Tel 415.922.5900 G01.02.17DEVELOPMENT PLAN FINAL SUBMITTAL C7.00 PHASING PLAN 1" = 40' SH R U B - T Y P E A SH R U B - T Y P E B L7 . 0 3 A WA T E R S H E D BI O R E T E N T I O N CO N D E N S A T E B A S I N WE T L A N D ( W - 6 ) PA - # PA - # PA - # BR - # CB - # W - 6 L7 . 0 3 A L7 . 0 3 B L7 . 0 3 C L7 . 0 3 D L7 . 0 3 E L7 . 0 3 A ST A N D A R D S L O T D R A I N PARKINGBIORETENTIONARNOLD RDDUBLIN BLVD CENTRAL PKWY PARK PL AP-3 P.S.E. R. I . E . E . P. S . D . E . 15 ' P . S . D . E . 10' P.S.E . E. V . A . E . 26 ' T. S . E . 20' EX I S T I N G P A R K I N G EX I S T I N G P A R K I N G AP N # : 9 8 6 - 0 0 1 4 - 0 1 0 - 0 0 10 ' P . S . E . 10' P.S.E.P.S.E.20'AP-1 AP-2 AP - 4 AP-5AP-6 AP-7 W6INNOVATION CENTER ARNOLD RDD-1D-2D-3D-5D-6 D-4D-7D-8D-9D-10D-11D-12D-13 D-14 D-15 D-16 D-17 D-18 SDRSDR DIRGBGBGB LE G E N D KE Y N O T E S TH E L A N D S C A P E I S D E S I G N E D T O A C C O M P L I S H T H R E E P R I M A R Y G O A L S : 1. C R E A T E A P A R K - L I K E E N V I R O N M E N T T H A T I S A C C E S S I B L E T O T H E P U B L I C . TH E L A N D S C A P E D O E S S O I N A S E T T I N G T H A T I S A C C E S S I B L E T O T H E PU B L I C , A N D I T I N C L U D E S I N T E R P R E T I V E A N D E D U C A T I O N A L C O M P O N E N T S TO E N R I C H V I S I T O R S ' E X P E R I E N C E O N T H E S I T E . 2. E N H A N C E E X I S T I N G E C O L O G I E S A N D C R E A T E N E W E C O L O G I E S B Y U T I L I Z I N G AN D E X P O S I N G T H E S I T E ' S W A T E R R E S O U R C E S . 3. TR E A T A L L O F T H E S I T E ’ S S T O R M W A T E R I N A S E T O F B A S I N S T H R O U G H O U T TH E S I T E T H A T A R E L I N K E D T O T H E S I T E ' S W A T E R I N F R A S T R U C T U R E . DE S I G N T H E M E PR O P E R T Y L I N E EA S E M E N T PR E L I M I N A R Y L A N D S C A P E K E Y P L A N L0 . 0 2 0 40 ' MO V A B L E O U T D O O R F U R N I T U R E PO T E N T I A L P U B L I C A R T L O C A T I O N S (P U B L I C A R T P R O G R A M T O B E R E V I E W E D B Y C I T Y SE P A R A T E L Y , L O C A T I O N S T O B E A C R E E D U P O N W I T H C I T Y ) P. S . E . PU B L I C S E R V I C E E A S E M E N T T. S . E . TR A F F I C S I G N A L E A S E M E N T R. I . E . E RE C I P R O C A L I N G R E S S & E G R E S S E A S E M E N T P. S . D . E . P R I V A T E S T O R M D R A I N E A S E M E N T E. V . A . E . E M E R G E N C Y V E H I C L E A C C E S S E A S E M E N T AP - # AC C E S S P O I N T D- # DO O R PR O P O S E D T R E E TR E E B O X S I Z E / T R E E G R A T E TR E E P L A N T I N G A R E A 12 " O F F S E T F R O M B O X TR E E T R U N K 1 C O N C R E T E B O A R D W A L K 2 B I O R E T E N T I O N C E L L S 3 C O N D E N S A T E B A S I N 4 E M E R G E N C Y V E H I C L E A C C E S S A I S L E 5 B I K E P A R K I N G - L O N G - T E R M , S E C U R E ( 3 5 S P A C E S ) 6 P A T H W A Y 7 P A R K I N G L O T G R A P H I C 8 S H U T T L E S T O P 9 B I K E P A R K I N G - S H O R T - T E R M ( 2 0 S P A C E S , W I T H I N 2 0 0 ' O F F R O N T D O O R ) 1 0 T A C T I L E W A R N I N G S T R I P ( 3 ' W I D E ) 1 1 E . V . S O L A R C H A R G I N G P A N E L S / T R A N S F O R M E R W R A P P E D W I T H S C R E E N 12 I R R I G A T I O N G R I D - P E R M A N D T E M P I R R I G A T I O N , S S P O L E S , H E I G H T V A R ( 3 - 9 ' ) NO T E : S E E S C H E D U L E S H E E T L 3 . 0 1 F O R M A T E R I A L S SC H E D U L E 23 % O F T O T A L S I T E A L L O C A T E D A S F O L L O W S : 20 % - L O W W A T E R U S E G R O U N D C O V E R ; S H R U B S , A N D G R A S S E S 3% - P L A N T E D B I O R E T E N T I O N PE R C E N T L A N D S C A P I N G © G e n s l e r Pr o j e c t N a m e Pr o j e c t N u m b e r De s c r i p t i o n Sc a l e Se a l / S i g n a t u r e 20 1 7 Te l 4 1 5 . 4 3 3 . 3 7 0 0 Fa x 4 1 5 . 8 3 6 . 4 5 9 9 2 H a r r i s o n S t r e e t Su i t e 4 0 0 Sa n F r a n c i s c o , C A 9 4 1 0 5 Un i t e d S t a t e s ST R U C T U R A L / M E P 56 0 M i s s i o n S t r e e t Su i t e 7 0 0 Sa n F r a n c i s c o , C A 9 4 1 0 5 Un i t e d S t a t e s Te l 4 1 5 . 9 5 7 . 9 4 4 5 LA N D S C A P E A R C H I T E C T 83 3 M a r k e t S t r e e t Su i t e 6 0 1 Sa n F r a n c i s c o , C A 9 4 1 0 3 Un i t e d S t a t e s Te l 4 1 5 . 2 0 6 . 0 6 4 8 NO T F O R CO N S T R U C T I O N TE L E / D A T A / S E C 13 3 3 B r o a d w a y Su i t e 6 0 1 Oa k l a n d , C A 9 4 6 1 2 Un i t e d S t a t e s Te l 5 1 0 . 3 3 7 . 2 8 0 0 AV / A C O U S T I C 13 0 S u t t e r S t r e e t Fl o o r 5 Sa n F r a n c i s c o , C A 9 4 1 0 4 Un i t e d S t a t e s Te l 4 1 5 . 3 9 7 . 0 4 4 2 CI V I L E N G I N E E R 25 5 S h o r e l i n e D r i v e Su i t e 2 0 0 Re d w o o d C i t y , C A 9 4 0 6 5 Un i t e d S t a t e s Te l 6 5 0 . 4 8 2 . 6 3 0 0 PE R M I T N U M B E R : LI G H T I N G 30 0 B r a n n a n s t r e e t Su i t e 2 1 2 Sa n F r a n c i s c o , C A 9 4 1 0 7 Un i t e d S t a t e s Te l 4 1 5 . 3 4 8 . 8 2 7 3 Da t e D e s c r i p t i o n EN V I R O N M E N T A L 21 6 9 - G E a s t F r a n c i s c o B l v d Sa n R a f a e l C A . 9 4 9 0 1 Un i t e d S t a t e s Te l 4 1 5 . 4 5 4 . 8 8 6 8 FI R E S A F E T Y 23 5 M o n t g o m e r y S t r e e t , S t e 12 5 0 Sa n F r a n c i s c o , C A 9 4 1 0 4 Un i t e d S t a t e s Te l 4 1 5 . 6 9 3 . 1 6 0 0 5/25/2017 1:40:28 PM \\gensler.ad\projects\RevitUserModels\24703\ARCH - 01.2409.000 - CENTRAL - V2017_Corey_Forst@gensler.com.rvt 01 . 2 4 0 9 . 0 0 0 ZE I S S Si t e 1 5 A , D U B L I N Du b l i n , C A In n o v a t i o n C e n t e r C a l i f o r n i a In n o v a t i o n C e n t e r C a l i f o r n i a 01 . 0 2 . 1 8 D E V E L O P M E N T P L A N F I N A L S U B M I T T A L G SE E L . 4 0 1 F O R S C H E D U L E EX I S T I N G T R E E T O R E M A I N 5 2 34 8 11 SH R U B 4 9 6 2 10 10 7 7112CURB RAMPDETAILCIP REINFORCEDNON-VEHICULAR CONCRETE AL7.01 CL7.02 C L7 . 0 1 ST A B I L I Z E D C R U S H E D ST O N E S U R F A C I N G D L7 . 0 1 ST D C I P C O N C R E T E WA L L DL7.02 TACTILE WARNINGSURFACING EL6.02 SHUTTLE STOPELEVATION CI P R E I N F O R C E D VE H I C U L A R C O N C R E T E B L7 . 0 1 CI P R E I N F O R C E D VE H I C U L A R C O N C R E T E B L7 . 0 1 TREE GRATEHL7.02 E L7 . 0 1 SLOT DRAINBL7.02BIKE RACKSFL7.02 GL7.02 D L7 . 0 1 ST A B I L I Z E D C R U S H E D ST O N E S U R F A C I N G E L7 . 0 1 CONDENSATE BASINAGGREGATE PROFILE FL7.01 CIP CONCRETEWALL (TYP.)CL7.01 CO N C R E T E C U R B (L O N G - T E R M B I K E P A R K I N G ) A L7 . 0 2 AP-3BIORETENTIONINNOVATION C E N T E R ARNOLD RD AP-1 AP-2 AP - 4 AP - 5 AP - 6 AP-7 W6 D-1 D- 2 D- 3 D- 5 D- 6 D- 4 D- 7 D- 8 D- 9 D- 1 0 D- 1 1 D- 1 2 D- 1 3 D- 1 4 D-15 D-16 D-17 D-18 SDRSDR (e) FG 49.5 FG 4 6 . 7 ( E ) FFE 51.0 FF E 5 1 . 0 FFE 51.0FS 50.63 FS 49.812%FS 50.00FS 49.421.9%2% 2% FS 5 0 . 5 TC 5 1 . 5 TC 4 9 . 7 TC 5 0 . 2 TC 5 0 . 1 FS 4 8 . 2 5 FS 5 0 . 4 8 FS 5 0 . 0 FS 5 0 . 2 2 TC 5 0 . 5 FS 50.87 TC 49.9 FS 5 0 . 0 TC 5 1 . 5 FS 5 0 . 8 7 (e ) F G 4 9 . 5 FS 5 0 . 8 FS 4 9 . 6 FS 5 0 . 2 TC 50.51.9% FS 4 8 . 7 5 FFE 51.0 FFE 351.00 1.9% FS 5 0 . 0 FS 5 0 . 0 (e ) F G 4 9 . 5 TW 5 1 . 5 TW 52.1 0 FS 50.42 1.5 %TW 52.0494847 48 50 494847 50 50 504934948444345444346434450 49 47 4545 46 34847FG43.0454443 46 51 51 49 48 51 53 51 52 52 51 52 53 50 50 5046 46 47 SDR 50.54 FS 49.88FS 50.00DIR 49.50 DIR FS 49.60 TC 50.50TC 49.50 TC 50.00TC 49.00TC 48.50TC 48.00TC 47.50TC 47.00 FS 50.86 1.9%50 FS 50.6FS 51.60 FS 51.50FS 50.24TW 52.11%(e) FG 49.5 (e) FG 49.5 (e ) F G 4 9 . 5 (e ) F G 3 4 9 . 5 (e ) F G 4 9 . 5 (e ) F G 4 9 . 5 (e ) F G 4 9 . 5 (e ) F G 4 9 . 5 (e ) F G 4 9 . 5 1%FS 50.79 FS 50.33FS 50.33 FS 50.11FS 50.24FS 50.13 FS 50.35FS 50.47 FS 50.541.0 %FS 50.05FS 49.93TC 49.67FS 49.84FS 50.00TW 52.10 TW 52.10TW 52.10TW 52.10FS 50.98 FG 52.1FS 50.5749 GB GB TW 51.8 1 % 1% 5% 2% 2% FS 5 0 . 2 2 FS 5 0 . 4 8 FG 5 0 . 8 7 FS 50.63 50 51 52 53 54 53 54 535152FG 49.5 1.5 %TW 52.10 FG 51.5 FG 49.9TW 51.50 TW 51.60 TW 51.97GB2% 50 51 51 525050BP 50.54BP 50.98BP 50.98 50 50 1.2%FS 50.98 2%2%1%FG 49.5 FG 49.9 TW 52.0 5253FS 50.98FS 50.86 FS 5 0 . 8 5 FFE 51.0 FS 50.63 1.9% FS 5 0 . 8 7 1.9%FS 50.87 1.9 % FS 5 0 . 8 5 50 FS 4 8 . 7 5 FS 4 8 . 2 5 TW 5 0 . 2 5 2% FG 49.5FG 49.9FG 49.5SDR 50.61 FF E 5 1 . 0 FF E 5 1 . 0 FF E 5 1 . 0 FF E 5 1 . 0 FF E 5 1 . 0 FF E 5 1 . 0 FF E 5 1 . 0 FS 5 0 . 8 7 1.9 % FS 50.871.9%FS 50.871.9%FS 50.63 1.9% FS 5 0 . 8 5 FS 50.85 1.5 %1.8 %1.5 %2% 50 50 50 50 DRAIN CHANNEL SLOPEDRAIN CHANNEL SLOPE DRAIN CHANNEL SLOPE SH R U B - 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X X © G e n s l e r Pr o j e c t N a m e Pr o j e c t N u m b e r De s c r i p t i o n Sc a l e Se a l / S i g n a t u r e 20 1 7 Te l 4 1 5 . 4 3 3 . 3 7 0 0 Fa x 4 1 5 . 8 3 6 . 4 5 9 9 2 H a r r i s o n S t r e e t Su i t e 4 0 0 Sa n F r a n c i s c o , C A 9 4 1 0 5 Un i t e d S t a t e s ST R U C T U R A L / M E P 56 0 M i s s i o n S t r e e t Su i t e 7 0 0 Sa n F r a n c i s c o , C A 9 4 1 0 5 Un i t e d S t a t e s Te l 4 1 5 . 9 5 7 . 9 4 4 5 LA N D S C A P E A R C H I T E C T 83 3 M a r k e t S t r e e t Su i t e 6 0 1 Sa n F r a n c i s c o , C A 9 4 1 0 3 Un i t e d S t a t e s Te l 4 1 5 . 2 0 6 . 0 6 4 8 NO T F O R CO N S T R U C T I O N TE L E / D A T A / S E C 13 3 3 B r o a d w a y Su i t e 6 0 1 Oa k l a n d , C A 9 4 6 1 2 Un i t e d S t a t e s Te l 5 1 0 . 3 3 7 . 2 8 0 0 AV / A C O U S T I C 13 0 S u t t e r S t r e e t Fl o o r 5 Sa n F r a n c i s c o , C A 9 4 1 0 4 Un i t e d S t a t e s Te l 4 1 5 . 3 9 7 . 0 4 4 2 CI V I L E N G I N E E R 25 5 S h o r e l i n e D r i v e Su i t e 2 0 0 Re d w o o d C i t y , C A 9 4 0 6 5 Un i t e d S t a t e s Te l 6 5 0 . 4 8 2 . 6 3 0 0 PE R M I T N U M B E R : LI G H T I N G 30 0 B r a n n a n s t r e e t Su i t e 2 1 2 Sa n F r a n c i s c o , C A 9 4 1 0 7 Un i t e d S t a t e s Te l 4 1 5 . 3 4 8 . 8 2 7 3 Da t e D e s c r i p t i o n EN V I R O N M E N T A L 21 6 9 - G E a s t F r a n c i s c o B l v d Sa n R a f a e l C A . 9 4 9 0 1 Un i t e d S t a t e s Te l 4 1 5 . 4 5 4 . 8 8 6 8 FI R E S A F E T Y 23 5 M o n t g o m e r y S t r e e t , S t e 12 5 0 Sa n F r a n c i s c o , C A 9 4 1 0 4 Un i t e d S t a t e s Te l 4 1 5 . 6 9 3 . 1 6 0 0 5/25/2017 1:40:28 PM \\gensler.ad\projects\RevitUserModels\24703\ARCH - 01.2409.000 - CENTRAL - V2017_Corey_Forst@gensler.com.rvt 01 . 2 4 0 9 . 0 0 0 ZE I S S Si t e 1 5 A , D U B L I N Du b l i n , C A In n o v a t i o n C e n t e r C a l i f o r n i a In n o v a t i o n C e n t e r C a l i f o r n i a 01 . 0 2 . 1 8 D E V E L O P M E N T P L A N F I N A L S U B M I T T A L G PR O P E R T Y L I N E EA S E M E N T ( I F A N Y ) RA M P AC C E S S P O I N T 10' P.S.E. 15 ' P . S . D . E . (B W ) B O T T O M O F W A L L E L E V A T I O N BW X X X . X X SC H E D U L E 26 ' E . V . A . E . DO O R AP - # D- # RE I N F O R C E D NO N - V E H I C U L A R C O N C R E T E ST A B I L I Z E D C R U S H E D ST O N E S U R F A C I N G (A D A A C C E S S I B L E ) CO N D E N S A T E B A S I N (P L A N T E D / R O C K B O T T O M ) TA C T I L E W A R N I N G SU R F A C E SL O T D R A I N ( S D R ) MO V E A B L E O U T D O O R FU R N I T U R E BI K E R A C K S (S H O R T - T E R M ) BI K E L O C K E R S (S E C U R E , L O N G - T E R M ) ME T A L G R A T E D R A I N TR E E W E L L G R A T E S SH U T T L E S T O P SC R E E N / M E T A L CL A D D I N G RE I N F O R C E D V E H I C U L A R CO N C R E T E ( F I R E L A N E S ) PA R K I N G L O T G R A P H I C L7 . 0 1 A L7 . 0 1 B L7 . 0 1 C L7 . 0 1 D L7 . 0 1 F L7 . 0 3 C L7 . 0 2 F L7 . 0 2 G L7 . 0 2 H L7 . 0 2 D L7 . 0 2 B L6 . 0 2 E L6 . 0 1 B L7 . 0 2 A SDRSDR PARKINGBIORETENTIONARNOLD RDDUBLIN BLVD CENTRAL PKWY PARK PL P.S.E. R. I . E . E . P. S . D . E . 15 ' P . S . D . E . 10' P.S.E . E. V . A . E . 26 ' T. S . E . 20' EX I S T I N G P A R K I N G EX I S T I N G P A R K I N G AP N # : 9 8 6 - 0 0 1 4 - 0 1 0 - 0 0 10 ' P . S . E . 10' P.S.E.P.S.E.20'W6INNOVATION CENTER ARNOLD RDD-1D-2D-3D-5D-6 D-4D-7D-8D-9D-10D-11D-12D-13 D-14 D-15 D-16 D-17 D-18 © G e n s l e r Pr o j e c t N a m e Pr o j e c t N u m b e r De s c r i p t i o n Sc a l e Se a l / S i g n a t u r e 20 1 7 Te l 4 1 5 . 4 3 3 . 3 7 0 0 Fa x 4 1 5 . 8 3 6 . 4 5 9 9 2 H a r r i s o n S t r e e t Su i t e 4 0 0 Sa n F r a n c i s c o , C A 9 4 1 0 5 Un i t e d S t a t e s ST R U C T U R A L / M E P 56 0 M i s s i o n S t r e e t Su i t e 7 0 0 Sa n F r a n c i s c o , C A 9 4 1 0 5 Un i t e d S t a t e s Te l 4 1 5 . 9 5 7 . 9 4 4 5 LA N D S C A P E A R C H I T E C T 83 3 M a r k e t S t r e e t Su i t e 6 0 1 Sa n F r a n c i s c o , C A 9 4 1 0 3 Un i t e d S t a t e s Te l 4 1 5 . 2 0 6 . 0 6 4 8 NO T F O R CO N S T R U C T I O N TE L E / D A T A / S E C 13 3 3 B r o a d w a y Su i t e 6 0 1 Oa k l a n d , C A 9 4 6 1 2 Un i t e d S t a t e s Te l 5 1 0 . 3 3 7 . 2 8 0 0 AV / A C O U S T I C 13 0 S u t t e r S t r e e t Fl o o r 5 Sa n F r a n c i s c o , C A 9 4 1 0 4 Un i t e d S t a t e s Te l 4 1 5 . 3 9 7 . 0 4 4 2 CI V I L E N G I N E E R 25 5 S h o r e l i n e D r i v e Su i t e 2 0 0 Re d w o o d C i t y , C A 9 4 0 6 5 Un i t e d S t a t e s Te l 6 5 0 . 4 8 2 . 6 3 0 0 PE R M I T N U M B E R : LI G H T I N G 30 0 B r a n n a n s t r e e t Su i t e 2 1 2 Sa n F r a n c i s c o , C A 9 4 1 0 7 Un i t e d S t a t e s Te l 4 1 5 . 3 4 8 . 8 2 7 3 Da t e D e s c r i p t i o n EN V I R O N M E N T A L 21 6 9 - G E a s t F r a n c i s c o B l v d Sa n R a f a e l C A . 9 4 9 0 1 Un i t e d S t a t e s Te l 4 1 5 . 4 5 4 . 8 8 6 8 FI R E S A F E T Y 23 5 M o n t g o m e r y S t r e e t , S t e 12 5 0 Sa n F r a n c i s c o , C A 9 4 1 0 4 Un i t e d S t a t e s Te l 4 1 5 . 6 9 3 . 1 6 0 0 5/25/2017 1:40:28 PM \\gensler.ad\projects\RevitUserModels\24703\ARCH - 01.2409.000 - CENTRAL - V2017_Corey_Forst@gensler.com.rvt 01 . 2 4 0 9 . 0 0 0 ZE I S S Si t e 1 5 A , D U B L I N Du b l i n , C A In n o v a t i o n C e n t e r C a l i f o r n i a In n o v a t i o n C e n t e r C a l i f o r n i a 01 . 0 2 . 1 8 D E V E L O P M E N T P L A N F I N A L S U B M I T T A L GL3 . 0 1 MA T E R I A L S P L A N 0 40 ' SC H E D U L E LE G E N D PR O P E R T Y L I N E EA S E M E N T A A CURB RAMPDETAILCIP REINFORCEDNON-VEHICULAR CONCRETE AL7.01 CL7.02 C L7 . 0 1 ST A B I L I Z E D C R U S H E D ST O N E S U R F A C I N G D L7 . 0 1 ST D C I P C O N C R E T E WA L L DL7.02 TACTILE WARNINGSURFACING EL6.02 SHUTTLE STOPELEVATION CI P R E I N F O R C E D VE H I C U L A R C O N C R E T E B L7 . 0 1 CI P R E I N F O R C E D VE H I C U L A R C O N C R E T E B L7 . 0 1 C C BABTREE GRATEHL7.02 E L7 . 0 1 BC SLOT DRAINBL7.02BIKE RACKSFL7.02 GL7.02 D L7 . 0 1 ST A B I L I Z E D C R U S H E D ST O N E S U R F A C I N G E L7 . 0 1 CONDENSATE BASINAGGREGATE PROFILE FL7.01 CIP CONCRETEWALL (TYP.)CL7.01 CO N C R E T E C U R B (L O N G - T E R M B I K E P A R K I N G ) A L7 . 0 2 SDRSDR PARKINGBIORETENTIONARNOLD RDDUBLIN BLVD CENTRAL PKWY PARK PL P.S.E. R. I . E . E . P. S . D . E . 15 ' P . S . D . E . 10' P.S.E. E. V . A . E . 26 ' T. S . E . 20' EX I S T I N G P A R K I N G EX I S T I N G P A R K I N G AP N # : 9 8 6 - 0 0 1 4 - 0 1 0 - 0 0 10 ' P . S . E . 10' P.S.E.P.S.E.20'W6INNOVATION CENTER ARNOLD RD Fo FoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFo Fo Fo Fo Fo GpPaPaPaPa Up F o Gp Gp Gp Fo Pa Gp GpGp Fo PaPaPaPaPaPaPaPaPaPaPaPaPaPaPaPaPaPaPaPaPaPaPaPaPaPaPaPa Fo F o F oFoF oFo FoFoF oFo FoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoGpGpGpGpGpGpGpGpGpMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsMsCo FoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoCoCoCoGpQaQaQaAgAgCoCoCoAgCoUpUpUp Bi o r e t e n t i o n Sh r u b t y p e A Sh r u b t y p e B W6 w a t e r s h e d W6 s e a s o n a l w e t l a n d Co n d e n s a t e B a s i n sh r u b fl o w e r i n g p e r e n n i a l gr a s s gr o u n d c o v e r an n u a l w i l d f l o w e r sc r e e n i n g g r a s s Fo AgQaMs Gp PaUp Co SC H E D U L E © G e n s l e r Pr o j e c t N a m e Pr o j e c t N u m b e r De s c r i p t i o n Sc a l e Se a l / S i g n a t u r e 20 1 7 Te l 4 1 5 . 4 3 3 . 3 7 0 0 Fa x 4 1 5 . 8 3 6 . 4 5 9 9 2 H a r r i s o n S t r e e t Su i t e 4 0 0 Sa n F r a n c i s c o , C A 9 4 1 0 5 Un i t e d S t a t e s ST R U C T U R A L / M E P 56 0 M i s s i o n S t r e e t Su i t e 7 0 0 Sa n F r a n c i s c o , C A 9 4 1 0 5 Un i t e d S t a t e s Te l 4 1 5 . 9 5 7 . 9 4 4 5 LA N D S C A P E A R C H I T E C T 83 3 M a r k e t S t r e e t Su i t e 6 0 1 Sa n F r a n c i s c o , C A 9 4 1 0 3 Un i t e d S t a t e s Te l 4 1 5 . 2 0 6 . 0 6 4 8 NO T F O R CO N S T R U C T I O N TE L E / D A T A / S E C 13 3 3 B r o a d w a y Su i t e 6 0 1 Oa k l a n d , C A 9 4 6 1 2 Un i t e d S t a t e s Te l 5 1 0 . 3 3 7 . 2 8 0 0 AV / A C O U S T I C 13 0 S u t t e r S t r e e t Fl o o r 5 Sa n F r a n c i s c o , C A 9 4 1 0 4 Un i t e d S t a t e s Te l 4 1 5 . 3 9 7 . 0 4 4 2 CI V I L E N G I N E E R 25 5 S h o r e l i n e D r i v e Su i t e 2 0 0 Re d w o o d C i t y , C A 9 4 0 6 5 Un i t e d S t a t e s Te l 6 5 0 . 4 8 2 . 6 3 0 0 PE R M I T N U M B E R : LI G H T I N G 30 0 B r a n n a n s t r e e t Su i t e 2 1 2 Sa n F r a n c i s c o , C A 9 4 1 0 7 Un i t e d S t a t e s Te l 4 1 5 . 3 4 8 . 8 2 7 3 Da t e D e s c r i p t i o n EN V I R O N M E N T A L 21 6 9 - G E a s t F r a n c i s c o B l v d Sa n R a f a e l C A . 9 4 9 0 1 Un i t e d S t a t e s Te l 4 1 5 . 4 5 4 . 8 8 6 8 FI R E S A F E T Y 23 5 M o n t g o m e r y S t r e e t , S t e 12 5 0 Sa n F r a n c i s c o , C A 9 4 1 0 4 Un i t e d S t a t e s Te l 4 1 5 . 6 9 3 . 1 6 0 0 5/25/2017 1:40:28 PM \\gensler.ad\projects\RevitUserModels\24703\ARCH - 01.2409.000 - CENTRAL - V2017_Corey_Forst@gensler.com.rvt 01 . 2 4 0 9 . 0 0 0 ZE I S S Si t e 1 5 A , D U B L I N Du b l i n , C A In n o v a t i o n C e n t e r C a l i f o r n i a In n o v a t i o n C e n t e r C a l i f o r n i a 01 . 0 2 . 1 8 D E V E L O P M E N T P L A N F I N A L S U B M I T T A L GL4 . 0 1 PL A N T I N G & T R E E P L A N 0 40 ' TR E E S PL A N T T Y P E S RE F E R E N C E I M A G E S S H O W T R E E S A T M A T U R I T Y . RE F E R E N C E I M A G E S P R O V I D E D A S E X A M P L E S F O R PL A N T I N G A R E A S LE G E N D PR O P O S E D T R E E TR E E B O X S I Z E TR E E P L A N T I N G A R E A 12 " O F F S E T F R O M B O X EX I S T I N G T R E E T O R E M A I N TR E E T R U N K EX A M P L E P L A N T S RE F E R E N C E I M A G E S NO T E : W E T L A N D S P E C I E S A N D DE T A I L S T O B E D E T E R M I N E D I N ON - S I T E P E R M I T PLANTING ZONE PATH FS 50.79 FS 50.79 FG 49.50 FG 49.50 FS 50.00 PLANTING ZONE WETLAND PLANTING ZONE PATH PLANTING ZONE ROAD PR O P E R T Y L I N E STD CIP NON-VEHICULAR CONCRETE PROFILEL7.01 A TC 49.80 ENTRY AREAROADSIDEWALK ENTRY SEATING AREA TW 52.10 TW 52.10 BIORETENTION TW 52.10 CONDENSATE BASIN FG 54.00 PLANTING ZONE PR O P E R T Y L I N E STD CIP CONCRETE WALLL7.01 C IRRIGATION POLESTD CIP CONCRETE WALLL7.01 C CONDENSATE BASIN AGGREGATE PROFILEL7.01 FSTD CIP CONCRETE WALL L7.01 C TW 52.10 TW 52.10 TW 52.10 PR O P E R T Y L I N E TC 49.90 FG 54.00 ENTRY AREAROADSIDEWALK PLANTING ZONE BIORETENTION CONDENSATE BASIN STD CIP CONCRETE WALLL7.01 CSTD CIP CONCRETE WALLL7.01 C CONDENSATE BASIN AGGREGATE PROFILEL7.01 FSTD CIP CONCRETE WALL L7.01 C FS 50.79 FS 50.79 FS 50.00 PR O P E R T Y L I N E FG 54.00 FG 49.50 FG 49.50 PLANTING ZONE METAL GRATE FS 50.79 PLANTING ZONE WETLAND PLANTING ZONE PATH PLANTING ZONE ROAD IRRIGATION POLE TEMPORARY IRRIGATION POLE IRRIGATION POLE © Gensler Project Name Project Number Description Scale Seal / Signature 2017 Tel 415.433.3700 Fax 415.836.4599 2 Harrison Street Suite 400 San Francisco, CA 94105 United States STRUCTURAL / MEP 560 Mission Street Suite 700 San Francisco, CA 94105 United States Tel 415.957.9445 LANDSCAPE ARCHITECT 833 Market Street Suite 601 San Francisco, CA 94103 United States Tel 415.206.0648 NOT FOR CONSTRUCTION TELE/DATA/SEC 1333 Broadway Suite 601 Oakland, CA 94612 United States Tel 510.337.2800 AV/ACOUSTIC 130 Sutter Street Floor 5 San Francisco, CA 94104 United States Tel 415.397.0442 CIVIL ENGINEER 255 Shoreline Drive Suite 200 Redwood City, CA 94065 United States Tel 650.482.6300 PERMIT NUMBER: LIGHTING 300 Brannan street Suite 212 San Francisco, CA 94107 United States Tel 415.348.8273 DateDescription ENVIRONMENTAL 2169-G East Francisco Blvd San Rafael CA. 94901 United States Tel 415.454.8868 FIRE SAFETY 235 Montgomery Street, Ste 1250 San Francisco, CA 94104 United States Tel 415.693.1600 5/ 2 5 / 2 0 1 7 1 : 4 0 : 2 8 P M \\ g e n s l e r . a d \ p r o j e c t s \ R e v i t U s e r M o d e l s \ 2 4 7 0 3 \ A R C H - 0 1 . 2 4 0 9 . 0 0 0 - C E N T R A L - V 2 0 1 7 _ C o r e y _ F o r s t @ g e n s l e r . c o m . r v t 01.2409.000 ZEISS Site 15A, DUBLIN Dublin, CA Innovation Center California Innovation Center California 01.02.18DEVELOPMENT PLAN FINAL SUBMITTALG L6.01 SECTIONS AS SHOWN BSCALE: 3/16" = 1' - 0" SECTION B-B' SECTION MA T C H L I N E ASCALE: 3/16" = 1' - 0" SECTION A-A' SECTION SECTION KEY MAP NOTE: ALL SPOT GRADES ARE PRECEDED BY 300. A' A B B' MA T C H L I N E MA T C H L I N E MA T C H L I N E C C' D D' H H' E E' F F' GG' FFE 51.00 ENTRY PLAZABUILDING CONDENSATE BASIN BIORETENTION WALK PARKING TW 52.10 TW 52.10 TW 52.10 TW 52.10 FS 50.18 STD CIP CONCRETE WALL L7.01 C PARKING LIGHT WHEEL STOP STD CIP CONCRETE WALLL7.01 C CONDENSATE BASIN AGGREGATE PROFILEL7.01 F STD CIP CONCRETE WALL L7.01 C STD CIP CONCRETE WALL L7.01 C ENTRY PLAZABUILDING PLANTING ZONE WALK PARKING PARKING LIGHT WHEEL STOP FFE 51.00 FS 50.18FS 50.42 TW 52.10 TW 52.10 FG 54.00FG 54.00 STD CIP CONCRETE WALL L7.01 CIRRIGATION POLESTD CIP CONCRETE WALLL7.01 C BUILDING FFE 51.00 FS 49.90TC 49.50 SIDEWALK ZONEROAD PLANTING WALK PR O P E R T Y L I N E BOLLARD SIDEWALK PLANTING ZONE BIORETENTION PR O P E R T Y L I N E TREE BOSQUE BUILDINGSEATING ZONE FFE 51.00 STD BOLLARD FOUNDATIONL7.04 E FG 43.00 FG 43.00 FG 46.00 BUILDING FFE 51.00 FS 50.86 TC 47.50 SIDEWALK ZONEROAD PLANTING WALK PR O P E R T Y L I N E BOLLARD 220" 10 1 " MMCITE AE400-SS TRANSIT SHELTER © Gensler Project Name Project Number Description Scale Seal / Signature 2017 Tel 415.433.3700 Fax 415.836.4599 2 Harrison Street Suite 400 San Francisco, CA 94105 United States STRUCTURAL / MEP 560 Mission Street Suite 700 San Francisco, CA 94105 United States Tel 415.957.9445 LANDSCAPE ARCHITECT 833 Market Street Suite 601 San Francisco, CA 94103 United States Tel 415.206.0648 NOT FOR CONSTRUCTION TELE/DATA/SEC 1333 Broadway Suite 601 Oakland, CA 94612 United States Tel 510.337.2800 AV/ACOUSTIC 130 Sutter Street Floor 5 San Francisco, CA 94104 United States Tel 415.397.0442 CIVIL ENGINEER 255 Shoreline Drive Suite 200 Redwood City, CA 94065 United States Tel 650.482.6300 PERMIT NUMBER: LIGHTING 300 Brannan street Suite 212 San Francisco, CA 94107 United States Tel 415.348.8273 DateDescription ENVIRONMENTAL 2169-G East Francisco Blvd San Rafael CA. 94901 United States Tel 415.454.8868 FIRE SAFETY 235 Montgomery Street, Ste 1250 San Francisco, CA 94104 United States Tel 415.693.1600 5/ 2 5 / 2 0 1 7 1 : 4 0 : 2 8 P M \\ g e n s l e r . a d \ p r o j e c t s \ R e v i t U s e r M o d e l s \ 2 4 7 0 3 \ A R C H - 0 1 . 2 4 0 9 . 0 0 0 - C E N T R A L - V 2 0 1 7 _ C o r e y _ F o r s t @ g e n s l e r . c o m . r v t 01.2409.000 ZEISS Site 15A, DUBLIN Dublin, CA Innovation Center California Innovation Center California 01.02.18DEVELOPMENT PLAN FINAL SUBMITTALG L6.02 SECTIONS AS SHOWN C C' D D' H H' E E' F F' SECTION KEY MAP NOTE: ALL SPOT GRADES ARE PRECEDED BY 300. ASCALE: 3/16" = 1' - 0" SECTION C-C' SECTION BSCALE: 3/16" = 1' - 0" SECTION D-D' SECTION CSCALE: 3/16" = 1' - 0" SECTION E-E' SECTION FSCALE: 3/16" = 1' - 0" SECTION H-H' SECTION DSCALE: 3/16" = 1' - 0" SECTION F-F' SECTIONESCALE: 3/16" = 1' - 0" SECTION G-G' SECTION GG' A' A B B' SDR SDR B C A L6.04 AXON VIEWS NS VIEW C: ENTRY FROM ARNOLD RD VIEW B: WETLAND PATH VIEW A: CONCRETE BOARDWALK Key Plan STABILIZED CRUSHED STONE SURFACING D L7.01 A L6.01 CONCRETE BOARDWALK CONDENSATE BASIN A L6.02 © Gensler Project Name Description Scale Seal / Signature 2017 Tel 415.433.3700 Fax 415.836.4599 2 Harrison Street Suite 400 San Francisco, CA 94105 United States STRUCTURAL / MEP 560 Mission Street Suite 700 San Francisco, CA 94105 United States Tel 415.957.9445 LANDSCAPE ARCHITECT 833 Market Street Suite 601 San Francisco, CA 94103 United States Tel 415.206.0648 NOT FOR CONSTRUCTION TELE/DATA/SEC 1333 Broadway Suite 601 Oakland, CA 94612 United States Tel 510.337.2800 AV/ACOUSTIC 130 Sutter Street Floor 5 San Francisco, CA 94104 United States Tel 415.397.0442 CIVIL ENGINEER 255 Shoreline Drive Suite 200 Redwood City, CA 94065 United States Tel 650.482.6300 PERMIT NUMBER: LIGHTING 300 Brannan street Suite 212 San Francisco, CA 94107 United States Tel 415.348.8273 DateDescription ENVIRONMENTAL 2169-G East Francisco Blvd San Rafael CA. 94901 United States Tel 415.454.8868 FIRE SAFETY 235 Montgomery Street, Ste 1250 San Francisco, CA 94104 United States Tel 415.693.1600 Project Number 5/ 2 5 / 2 0 1 7 1 : 4 0 : 2 8 P M \\ g e n s l e r . a d \ p r o j e c t s \ R e v i t U s e r M o d e l s \ 2 4 7 0 3 \ A R C H - 0 1 . 2 4 0 9 . 0 0 0 - C E N T R A L - V 2 0 1 7 _ C o r e y _ F o r s t @ g e n s l e r . c o m . r v t 01.2409.000 ZEISS Site 15A, DUBLIN Dublin, CA Innovation Center California Innovation Center California 01.02.18DEVELOPMENT PLAN FINAL SUBMITTALG SC A L E : 1 1 / 2 " = 1 ' - 0 " ST A N D A R D V E H I C U L A R - L O A D C O N C R E T E P R O F I L E SE C T I O N 8" 88 - 9 2 % C O M P A C T E D SU B G R A D E (M C M I N + 3 % A B O V E OP T I M U M ) 12" #4 R E B A R , 1 2 " O . C EA C H W A Y 95 % C O M P A C T E D C L A S S 2 AG G R E G A T E B A S E (M C A B O V E O P T I M U M ) UN C O M P A C T E D SU B G R A D E 32" 12" TOP 1/3 OF SLAB CI P C O N C R E T E FS SC A L E : 1 1 / 2 " = 1 ' - 0 " ST A N D A R D S T A B I L I Z E D C R U S H E D S T O N E - P R O F I L E SE C T I O N 26" 12" 5"5"2"2" 10"4" FG 95 % C O M P A C T E D SU B G R A D E (M I N + 3 % A B O V E OP T I M U M M C ) UN C O M P A C T E D SU B G R A D E 95 % C O M P A C T E D C L A S S II A G G R E G A T E ( 2 L I F T S ) 1/ 4 " M I N U S C R U S H E D ST O N E + S T A B I L I Z E R (2 L I F T S ) 6" 88 - 9 2 % C O M P A C T E D SU B G R A D E (M I N + 3 % A B O V E OP T I M U M M C ) 12" #4 R E B A R , 1 2 " O . C EA C H W A Y 95 % C O M P A C T E D C L A S S 2 AG G R E G A T E B A S E . (A B O V E O P T I M U M M C ) SC A L E : 1 1 / 2 " = 1 ' - 0 " ST A N D A R D N O N - V E H I C U L A R - L O A D C O N C R E T E P R O F I L E SE C T I O N UN C O M P A C T E D SU B G R A D E 30" 12" TOP 1/3 OF SLAB CI P C O N C R E T E FS SC A L E : 1 - 1 / 2 " = 1 ' - 0 " CO N D E N S A T E B A S I N A G G R E G A T E P R O F I L E SE C T I O N 6" R O C K / C O B B L E UN C O M P A C T E D SU B G R A D E 18" 9"3" FG DR A I N R O C K CA L T R A N S C L A S S 2 PE R M E A B L E A B 6" 6" P E R F P I P E , SL O P E T O D R A I N EP I 2 0 M I L IM P E R M E A B L E L I N E R WA T E R L E V E L SC A L E : 1 1 / 2 " = 1 ' - 0 " ST A N D A R D S T A B I L I Z E D C R U S H E D S T O N E - M E T A L E D G E C O N D I T I O N SE C T I O N 20" FG 95 % C O M P A C T E D SU B G R A D E UN C O M P A C T E D SU B G R A D E ST D S T A B I L I Z E D C R U S H E D ST O N E L7 . 0 2 A 1/ 4 " M E T A L E D G I N G AD J A C E N T P L A N T I N G 10 " 6"10"4" 2% S L O P E FS 1/2" 95 % C O M P A C T E D SU B G R A D E ST D C I P R E I N F O R C E D CO N C R E T E - NO N - V E H I C U L A R L O A D CI P R E I N F O R C E D CO N C R E T E W A L L PER GRADING PLANS SC A L E : 3 / 4 " = 1 ' ST A N D A R D C I P C O N C R E T E W A L L SE C T I O N FG 18" MIN R 1 / 4 " T Y P . RE I N F O R C E D CO N C R E T E F O O T I N G FS 1% VA R I E S , 8 - 2 4 " 18 " ST A N D A R D C O N C R E T E IS O L A T I O N J O I N T AD J A C E N T P L A N T I N G 37" 6"12" L7 . 0 1 A © G e n s l e r Pr o j e c t N a m e Pr o j e c t N u m b e r De s c r i p t i o n Sc a l e Se a l / S i g n a t u r e 20 1 7 Te l 4 1 5 . 4 3 3 . 3 7 0 0 Fa x 4 1 5 . 8 3 6 . 4 5 9 9 2 H a r r i s o n S t r e e t Su i t e 4 0 0 Sa n F r a n c i s c o , C A 9 4 1 0 5 Un i t e d S t a t e s ST R U C T U R A L / M E P 56 0 M i s s i o n S t r e e t Su i t e 7 0 0 Sa n F r a n c i s c o , C A 9 4 1 0 5 Un i t e d S t a t e s Te l 4 1 5 . 9 5 7 . 9 4 4 5 LA N D S C A P E A R C H I T E C T 83 3 M a r k e t S t r e e t Su i t e 6 0 1 Sa n F r a n c i s c o , C A 9 4 1 0 3 Un i t e d S t a t e s Te l 4 1 5 . 2 0 6 . 0 6 4 8 NO T F O R CO N S T R U C T I O N TE L E / D A T A / S E C 13 3 3 B r o a d w a y Su i t e 6 0 1 Oa k l a n d , C A 9 4 6 1 2 Un i t e d S t a t e s Te l 5 1 0 . 3 3 7 . 2 8 0 0 AV / A C O U S T I C 13 0 S u t t e r S t r e e t Fl o o r 5 Sa n F r a n c i s c o , C A 9 4 1 0 4 Un i t e d S t a t e s Te l 4 1 5 . 3 9 7 . 0 4 4 2 CI V I L E N G I N E E R 25 5 S h o r e l i n e D r i v e Su i t e 2 0 0 Re d w o o d C i t y , C A 9 4 0 6 5 Un i t e d S t a t e s Te l 6 5 0 . 4 8 2 . 6 3 0 0 PE R M I T N U M B E R : LI G H T I N G 30 0 B r a n n a n s t r e e t Su i t e 2 1 2 Sa n F r a n c i s c o , C A 9 4 1 0 7 Un i t e d S t a t e s Te l 4 1 5 . 3 4 8 . 8 2 7 3 Da t e D e s c r i p t i o n EN V I R O N M E N T A L 21 6 9 - G E a s t F r a n c i s c o B l v d Sa n R a f a e l C A . 9 4 9 0 1 Un i t e d S t a t e s Te l 4 1 5 . 4 5 4 . 8 8 6 8 FI R E S A F E T Y 23 5 M o n t g o m e r y S t r e e t , S t e 12 5 0 Sa n F r a n c i s c o , C A 9 4 1 0 4 Un i t e d S t a t e s Te l 4 1 5 . 6 9 3 . 1 6 0 0 5/25/2017 1:40:28 PM \\gensler.ad\projects\RevitUserModels\24703\ARCH - 01.2409.000 - CENTRAL - V2017_Corey_Forst@gensler.com.rvt 01 . 2 4 0 9 . 0 0 0 ZE I S S Si t e 1 5 A , D U B L I N Du b l i n , C A In n o v a t i o n C e n t e r C a l i f o r n i a In n o v a t i o n C e n t e r C a l i f o r n i a 01 . 0 2 . 1 8 D E V E L O P M E N T P L A N F I N A L S U B M I T T A L GL7 . 0 1 DE T A I L S VA R I E S A B D E F C SC A L E : 1 1 / 2 " = 1 ' - 0 " ST A N D A R D S L O T D R A I N - C O N C R E T E SE C T I O N 95 % C O M P A C T E D SU B G R A D E 4" 4" SL O P E T O D R A I N HE E L - R E S I S T A N T S L O T DR A I N A S S E M B L Y · IN S T A L L P E R M F G . IN S T R U C T I O N S ST D C O N C R E T E P A V I N G 4"4" VARIES 4- # 4 B A R , C O N T I N U O U S FS 12 " OV E R L A P CO M P A C T I O N FL U S H #4 V - B A R 1 2 " O . C . L7 . 0 1 A ON E F L A G , C O N C R E T E P A V I N G EX P A N S I O N J O I N T L7 . 0 1 E VARIES 6" SC A L E : 3 " = 1 ' - 0 " ST A N D A R D C O N C R E T E C U R B SE C T I O N CO N C R E T E C U R B DO W E L S Y S T E M AD J A C E N T M A T E R I A L 6" 6" SC A L E : 3 / 8 " = 1 ' - 0 " ST A N D A R D C U R B R A M P PL A N MAX 1.5% 8. 3 3 % M A X SE C T I O N ST A N D A R D C O N C R E T E GR O O V E D B O R D E R FS L7 . 0 2 D SE E L A Y O U T P L A N 12 " SI D E W A L K SI D E W A L K MAX 1.5% VARIES, SEE LAYOUT PLAN MA X 5 % FS ST A N D A R D C O N C R E T E CU R B L7 . 0 2 F SC A L E : 1 " = 1 ' - 0 " ST A N D A R D B I K E R A C K SE C T I O N S & P L A N 6" 28 1 / 4 " NO N - S H R I N K A N C H O R CE M E N T , C O L O R T O MA T C H A D J A C E N T PL A N Ø3 " Ø3 " C O R E D R I L L E D H O L E S LA N D S C A P E F O R M S - BO L A B I K E R A C K - S S 32" FS 2% M A X SC A L E : 1 " = 1 ' - 0 " ST A N D A R D C I P T A C T I L E W A R N I N G S U R F A C E SE C T I O N FS FL U S H CI P R E I N F O R C E D CO N C R E T E - N O N VE H I C U L A R L7 . 0 1 A CO N C R E T E C U R B AS P H A L T CI P T A C T I L E W A R N I N G SU R F A C E ( A R M O R T I L E ) 2. 3 5 " 4X E N L A R G E M E N T 2.35" 0.90" 0.45"1.375"0.2" SC A L E : 3 " = 1 ' - 0 " ST A N D A R D C O N C R E T E G R O O V E D B O R D E R SE C T I O N 1/ 4 " 3/ 4 " 1/4" 12 " CI P C O N C R E T E PA V I N G L7 . 0 1 A RA M P GR O O V E D BO R D E R FS 72" (TYP)48" MIN39" (TYP)24"(MIN)36"(MIN)SCALE: 3/8" = 1' - 0"STANDARD BIKE RACK LAYOUTPLAN STD BIKE RACK-FWALL / OBSTRUCTION SCALE: 1/2" = 1' - 0"STANDARD TREE GRATESECTION A'A'NTE 18"O.C.LCTREE GRATESUB-FRAMEPERIMETER ANGLEFRAME, INSTALL PERMFG. INSTRUCTIONS 4"CLR CENTRAL LEADER TREE GRATESUB-FRAMESTANDARD CIPREINFORCED CONCRETE- NON-VEHICULAR LOAD EMBEDMENT ANCHOR SUB-FRAME BOLTATTACHMENTSPLAN PERIMETER FRAMEFGL7.01 AFSROOT CONTROL BARRIER ENLARGEMENT 1/16" MAX(±1/16" TOLERANCE)4" CLRFG FS FLUSH PER PLANS © G e n s l e r Pr o j e c t N a m e Pr o j e c t N u m b e r De s c r i p t i o n Sc a l e Se a l / S i g n a t u r e 20 1 7 Te l 4 1 5 . 4 3 3 . 3 7 0 0 Fa x 4 1 5 . 8 3 6 . 4 5 9 9 2 H a r r i s o n S t r e e t Su i t e 4 0 0 Sa n F r a n c i s c o , C A 9 4 1 0 5 Un i t e d S t a t e s ST R U C T U R A L / M E P 56 0 M i s s i o n S t r e e t Su i t e 7 0 0 Sa n F r a n c i s c o , C A 9 4 1 0 5 Un i t e d S t a t e s Te l 4 1 5 . 9 5 7 . 9 4 4 5 LA N D S C A P E A R C H I T E C T 83 3 M a r k e t S t r e e t Su i t e 6 0 1 Sa n F r a n c i s c o , C A 9 4 1 0 3 Un i t e d S t a t e s Te l 4 1 5 . 2 0 6 . 0 6 4 8 NO T F O R CO N S T R U C T I O N TE L E / D A T A / S E C 13 3 3 B r o a d w a y Su i t e 6 0 1 Oa k l a n d , C A 9 4 6 1 2 Un i t e d S t a t e s Te l 5 1 0 . 3 3 7 . 2 8 0 0 AV / A C O U S T I C 13 0 S u t t e r S t r e e t Fl o o r 5 Sa n F r a n c i s c o , C A 9 4 1 0 4 Un i t e d S t a t e s Te l 4 1 5 . 3 9 7 . 0 4 4 2 CI V I L E N G I N E E R 25 5 S h o r e l i n e D r i v e Su i t e 2 0 0 Re d w o o d C i t y , C A 9 4 0 6 5 Un i t e d S t a t e s Te l 6 5 0 . 4 8 2 . 6 3 0 0 PE R M I T N U M B E R : LI G H T I N G 30 0 B r a n n a n s t r e e t Su i t e 2 1 2 Sa n F r a n c i s c o , C A 9 4 1 0 7 Un i t e d S t a t e s Te l 4 1 5 . 3 4 8 . 8 2 7 3 Da t e D e s c r i p t i o n EN V I R O N M E N T A L 21 6 9 - G E a s t F r a n c i s c o B l v d Sa n R a f a e l C A . 9 4 9 0 1 Un i t e d S t a t e s Te l 4 1 5 . 4 5 4 . 8 8 6 8 FI R E S A F E T Y 23 5 M o n t g o m e r y S t r e e t , S t e 12 5 0 Sa n F r a n c i s c o , C A 9 4 1 0 4 Un i t e d S t a t e s Te l 4 1 5 . 6 9 3 . 1 6 0 0 5/25/2017 1:40:28 PM \\gensler.ad\projects\RevitUserModels\24703\ARCH - 01.2409.000 - CENTRAL - V2017_Corey_Forst@gensler.com.rvt 01 . 2 4 0 9 . 0 0 0 ZE I S S Si t e 1 5 A , D U B L I N Du b l i n , C A In n o v a t i o n C e n t e r C a l i f o r n i a In n o v a t i o n C e n t e r C a l i f o r n i a 01 . 0 2 . 1 8 D E V E L O P M E N T P L A N F I N A L S U B M I T T A L GL7 . 0 2 DE T A I L S VA R I E S A B C D E F G H SC A L E : 1 - 1 / 2 " = 1 ' - 0 " SO I L P R O F I L E - B ( B I O R E T E N T I O N ) SE C T I O N BI O R E T E N T I O N M E D I U M UN C O M P A C T E D SU B G R A D E 30" 9"3" FG DR A I N R O C K CA L T R A N S C L A S S 2 PE R M E A B L E A B 18" 6" P E R F P I P E , SL O P E T O D R A I N EP I 2 0 M I L IM P E R M E A B L E L I N E R SC A L E : 1 - 1 / 2 " = 1 ' - 0 " SO I L P R O F I L E - C ( W A T E R B A S I N - P L A N T E D ) SE C T I O N EM E R G E N T VE G E T A T I O N M E D I U M UN C O M P A C T E D SU B G R A D E 18" 9"3" FG DR A I N R O C K CA L T R A N S C L A S S 2 PE R M E A B L E A B 6" 6" P E R F P I P E , SL O P E T O D R A I N EP I 2 0 M I L IM P E R M E A B L E L I N E R SC A L E : 1 - 1 / 2 " = 1 ' - 0 " SO I L P R O F I L E - A ( G R O U N D C O V E R P L A N T I N G ) SE C T I O N PL A N T I N G S O I L UN C O M P A C T E D SU B G R A D E MU L C H 15" 12"3" FG SC A L E : 1 - 1 / 2 " = 1 ' - 0 " ST A N D A R D P L U G P L A N T I N G SE C T I O N PL A N T I N G S O I L UN C O M P A C T E D SU B G R A D E MU L C H PL U G SE E P L A N T S P A C I N G S C H E D U L E 15" 12"3" FG MU L C H PL A N T I N G S O I L PE D E S T A L UN C O M P A C T E D SU B G R A D E CO N T A I N E R S T O C K LC SC A L E : 1 1 / 2 " = 1 ' - 0 " ST A N D A R D C O N T A I N E R P L A N T I N G SE C T I O N SI Z E 1 G A L 5 G A L 15 G A L ##1 #5 #1 5 DE P T H 7" 11 " 16 " LC 2"3" SEE CONTAINER SIZE SCHEDULE SE E P L A N T S P A C I N G SC H E D U L E CO N T A I N E R S I Z E S C H E D U L E FG 3" (M U L C H ) SC A L E : N T S CO N T A I N E R P L A N T & P L U G S P A C I N G PL A N D (T R I A N G U L A R SP A C I N G ) D D R (ROW SPACING) NO T E S : 1. E S T I M A T E P L A N T Q U A N T I T I E S O N T R I A N G U L A R SP A C I N G S C H E D U L E S H O W N B E L O W . 2. A L I G N R O W S T O B E H O R I Z O N T A L A C R O S S SL O P E S . D O N O T P I T C H . 3. P L A C E T H E C E N T E R O F A L L P L A N T S A W A Y F R O M ED G E S A N D W A L L S 1 / 2 D I A M E T E R O F T H E SP A C I N G P L U S 6 " , U N L E S S O T H E R W I S E IN D I C A T E D I N P L A N T I N G P L A N . AR E A , P E R P L A N T (S Q . F T . ) 0. 2 2 0. 3 9 0. 6 0 0. 8 7 1. 9 5 3. 4 6 7. 8 0 13 . 8 4 21 . 6 5 31 . 2 0 R = R O W SP A C I N G 5"7"9" 10 " 16 " 21 " 31 " 42 " 52 " 62 " D = P L A N T DI A M E T E R 6"8" 10 " 12 " 18 " 24 " 36 " 48 " 60 " 72 " PL A N T S P A C I N G S C H E D U L E PL A N T S P A C I N G S C H E D U L E © G e n s l e r Pr o j e c t N a m e Pr o j e c t N u m b e r De s c r i p t i o n Sc a l e Se a l / S i g n a t u r e 20 1 7 Te l 4 1 5 . 4 3 3 . 3 7 0 0 Fa x 4 1 5 . 8 3 6 . 4 5 9 9 2 H a r r i s o n S t r e e t Su i t e 4 0 0 Sa n F r a n c i s c o , C A 9 4 1 0 5 Un i t e d S t a t e s ST R U C T U R A L / M E P 56 0 M i s s i o n S t r e e t Su i t e 7 0 0 Sa n F r a n c i s c o , C A 9 4 1 0 5 Un i t e d S t a t e s Te l 4 1 5 . 9 5 7 . 9 4 4 5 LA N D S C A P E A R C H I T E C T 83 3 M a r k e t S t r e e t Su i t e 6 0 1 Sa n F r a n c i s c o , C A 9 4 1 0 3 Un i t e d S t a t e s Te l 4 1 5 . 2 0 6 . 0 6 4 8 NO T F O R CO N S T R U C T I O N TE L E / D A T A / S E C 13 3 3 B r o a d w a y Su i t e 6 0 1 Oa k l a n d , C A 9 4 6 1 2 Un i t e d S t a t e s Te l 5 1 0 . 3 3 7 . 2 8 0 0 AV / A C O U S T I C 13 0 S u t t e r S t r e e t Fl o o r 5 Sa n F r a n c i s c o , C A 9 4 1 0 4 Un i t e d S t a t e s Te l 4 1 5 . 3 9 7 . 0 4 4 2 CI V I L E N G I N E E R 25 5 S h o r e l i n e D r i v e Su i t e 2 0 0 Re d w o o d C i t y , C A 9 4 0 6 5 Un i t e d S t a t e s Te l 6 5 0 . 4 8 2 . 6 3 0 0 PE R M I T N U M B E R : LI G H T I N G 30 0 B r a n n a n s t r e e t Su i t e 2 1 2 Sa n F r a n c i s c o , C A 9 4 1 0 7 Un i t e d S t a t e s Te l 4 1 5 . 3 4 8 . 8 2 7 3 Da t e D e s c r i p t i o n EN V I R O N M E N T A L 21 6 9 - G E a s t F r a n c i s c o B l v d Sa n R a f a e l C A . 9 4 9 0 1 Un i t e d S t a t e s Te l 4 1 5 . 4 5 4 . 8 8 6 8 FI R E S A F E T Y 23 5 M o n t g o m e r y S t r e e t , S t e 12 5 0 Sa n F r a n c i s c o , C A 9 4 1 0 4 Un i t e d S t a t e s Te l 4 1 5 . 6 9 3 . 1 6 0 0 5/25/2017 1:40:28 PM \\gensler.ad\projects\RevitUserModels\24703\ARCH - 01.2409.000 - CENTRAL - V2017_Corey_Forst@gensler.com.rvt 01 . 2 4 0 9 . 0 0 0 ZE I S S Si t e 1 5 A , D U B L I N Du b l i n , C A In n o v a t i o n C e n t e r C a l i f o r n i a In n o v a t i o n C e n t e r C a l i f o r n i a 01 . 0 2 . 1 8 D E V E L O P M E N T P L A N F I N A L S U B M I T T A L GL7 . 0 3 DE T A I L S VA R I E S A B C D FE SC A L E : 1 / 2 " = 1 ' - 0 " ST A N D A R D S T R E E T T R E E G U Y I N G SE C T I O N LC FS PL A N 3/ 4 " P O L Y P R O P Y L E N E DE E P R O O T A R B O R - T I E (W H I T E ) RO O T B A L L CE N T R A L L E A D E R DE E P R O O T S T E E L EY E - S C R E W A N C H O R NO T E TR E E G U Y I N G F O R 4 8 " B O X A N D L A R G E R SC A L E : 1 / 4 " = 1 ' - 0 " ST A N D A R D T E M P O R A R Y E X I S T I N G T R E E P R O T E C T I O N SE C T I O N 72" 24" (MIN) 2" D I A M E T E R M E T A L ST A K E , 6 ' M A X O . C . T Y P CH A I N L I N K F E N C I N G UN D I S T U R B E D S O I L 8- 1 / 2 " x 1 1 " W A R N I N G S I G N AT 2 0 ' I N T E R V A L S A L O N G FE N C E P E R A H J R E Q s . NO T E S : 1. P R O T E C T I V E F E N C I N G I N S T A L L E D P R I O R TO A R R I V A L O F M A T E R I A L S , V E H I C L E S O R EQ U I P M E N T 2. M O V I N G T R E E P R O T E C T I O N Z O N E F E N C I N G PR O H I B I T E D W I T H O U T A U T H O R I Z A T I O N FR O M P R O J E C T A R B O R I S T A N D C I T Y S T A F F 3. M O V E A B L E B A R R I E R S O F C H A I N L I N K FE N C I N G S E C U R E D T O C E M E N T B L O C K S MA Y B E S U B S T I T U T E D F O R F I X E D F E N C I N G WI T H A P P R O V A L O F P R O J E C T A R B O R I S T AN D C I T Y S T A F F . 72 " TR E E P R O T E C T I O N Z O N E D I A M E T E R : 12 " F O R E V E R Y 1 " T R U N K D B H , 6 ' M I N LC ME C H A N I C A L L Y F A S T E N ST R A P T O P O S T LC FG FS 6" M I N 1/3 TREE HEIGHT (MIN) P R E V A I L I N G W I N D PL A N RO O T B A L L CE N T R A L L E A D E R NO T E S 1. 2 S T A K E S F O R 2 4 " B O X A N D S M A L L E R 2. 3 S T A K E S F O R 3 6 " B O X E S ( 6 0 ° S P A C I N G ) 3. T R E E G U Y I N G F O R 4 8 " B O X A N D L A R G E R 3/ 4 " P O L Y P R O P Y L E N E DE E P R O O T A R B O R - T I E (W H I T E ) SC A L E : 1 / 2 " = 1 ' - 0 " ST A N D A R D T R E E S T A K I N G SE C T I O N / E L E V A T I O N / P L A N SC A L E : 1 / 2 " = 1 ' - 0 " ST A N D A R D T R E E P L A N T I N G - F I E L D C O N D I T I O N SECTION 4" MI N SE E T R E E E X C A V A T I O N S C H E D U L E LC FG UN C O M P A C T E D S U B G R A D E 3"MAX18"SEE TREE EXCAVATIONSCHEDULE12"MIN PL A N T I N G S O I L , T Y P E A PL A N T I N G S O I L , T Y P E B SC D F O R S D C O N N E C T I O N TR E E P L A N T I N G - S T O R M DR A I N A G E C O N N E C T I O N 1 1 SD RO O T B A L L TR E E P L A N T I N G H O L E S. C . D F O R C O N N E C T I O N T O ST O R M D R A I N S Y S T E M 36 " D E E P R O O T B U B B L E R (U P S L O P E O F R O O T B A L L ) A' 18 " D E E P R O O T B U B B L E R A' CE N T R A L L E A D E R FL E X I B L E P E R F P I P E SD 18 " D E E P R O O T B U B B L E R 36 " D E E P R O O T B U B B L E R 4" S C H 4 0 R I G I D P E R F P I P E IN S P E C T I O N R I S E R A T L P O F SU B D R A I N MU L C H SC A L E : 1 / 2 " = 1 ' - 0 " ST A N D A R D T R E E P L A N T I N G O N S L O P E - F I E L D C O N D I T I O N SECTION SE E T R E E E X C A V A T I O N S C H E D U L E UN C O M P A C T E D S U B G R A D E 36 " D E E P R O O T B U B B L E R SEE TREE EXCAVATIONSCHEDULE12"MIN 18 " D E E P R O O T B U B B L E R PL A N T I N G S O I L , T Y P E A PL A N T I N G S O I L , T Y P E B MU L C H SC D F O R S D C O N N E C T I O N TR E E P L A N T I N G - S T O R M DR A I N A G E C O N N E C T I O N LC F G 2 1 4" MI N 3"18" © G e n s l e r Pr o j e c t N a m e Pr o j e c t N u m b e r De s c r i p t i o n Sc a l e Se a l / S i g n a t u r e 20 1 7 Te l 4 1 5 . 4 3 3 . 3 7 0 0 Fa x 4 1 5 . 8 3 6 . 4 5 9 9 2 H a r r i s o n S t r e e t Su i t e 4 0 0 Sa n F r a n c i s c o , C A 9 4 1 0 5 Un i t e d S t a t e s ST R U C T U R A L / M E P 56 0 M i s s i o n S t r e e t Su i t e 7 0 0 Sa n F r a n c i s c o , C A 9 4 1 0 5 Un i t e d S t a t e s Te l 4 1 5 . 9 5 7 . 9 4 4 5 LA N D S C A P E A R C H I T E C T 83 3 M a r k e t S t r e e t Su i t e 6 0 1 Sa n F r a n c i s c o , C A 9 4 1 0 3 Un i t e d S t a t e s Te l 4 1 5 . 2 0 6 . 0 6 4 8 NO T F O R CO N S T R U C T I O N TE L E / D A T A / S E C 13 3 3 B r o a d w a y Su i t e 6 0 1 Oa k l a n d , C A 9 4 6 1 2 Un i t e d S t a t e s Te l 5 1 0 . 3 3 7 . 2 8 0 0 AV / A C O U S T I C 13 0 S u t t e r S t r e e t Fl o o r 5 Sa n F r a n c i s c o , C A 9 4 1 0 4 Un i t e d S t a t e s Te l 4 1 5 . 3 9 7 . 0 4 4 2 CI V I L E N G I N E E R 25 5 S h o r e l i n e D r i v e Su i t e 2 0 0 Re d w o o d C i t y , C A 9 4 0 6 5 Un i t e d S t a t e s Te l 6 5 0 . 4 8 2 . 6 3 0 0 PE R M I T N U M B E R : LI G H T I N G 30 0 B r a n n a n s t r e e t Su i t e 2 1 2 Sa n F r a n c i s c o , C A 9 4 1 0 7 Un i t e d S t a t e s Te l 4 1 5 . 3 4 8 . 8 2 7 3 Da t e D e s c r i p t i o n EN V I R O N M E N T A L 21 6 9 - G E a s t F r a n c i s c o B l v d Sa n R a f a e l C A . 9 4 9 0 1 Un i t e d S t a t e s Te l 4 1 5 . 4 5 4 . 8 8 6 8 FI R E S A F E T Y 23 5 M o n t g o m e r y S t r e e t , S t e 12 5 0 Sa n F r a n c i s c o , C A 9 4 1 0 4 Un i t e d S t a t e s Te l 4 1 5 . 6 9 3 . 1 6 0 0 5/25/2017 1:40:28 PM \\gensler.ad\projects\RevitUserModels\24703\ARCH - 01.2409.000 - CENTRAL - V2017_Corey_Forst@gensler.com.rvt 01 . 2 4 0 9 . 0 0 0 ZE I S S Si t e 1 5 A , D U B L I N Du b l i n , C A In n o v a t i o n C e n t e r C a l i f o r n i a In n o v a t i o n C e n t e r C a l i f o r n i a 01 . 0 2 . 1 8 D E V E L O P M E N T P L A N F I N A L S U B M I T T A L GL7 . 0 4 DE T A I L S VA R I E S A B C D E UP PF UP OPEN TO ABOVE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 D C B A AA BB 15.50.5 STAIR 01 STAIR 02 STAIR 03STAIR 04 STAIR 06 379 SF TRAINING 105D 380 SF TRAINING 105A 1055 SF EYE CLINIC 106 374 SF EMERGENCY SWITCHGEAR 161273 SF MAIN ELEC ROOM 163 298 SF UTILITY TRANSFORMER 162 1270 SF MACHINE SHOP 160 12355 SF NEW PRODUCT STABILIZATION LINE 134 259 SF LASER ROOM 1 134B 259 SF LASER ROOM 2 134A 231 SF ELECTRICAL 101A107 SF MAIL 101 401 SF EXIT CORRIDOR 147 2587 SF LOADING/ STAGING 143 790 SF NANO FAB 154 1157 SF OPTICS 150 196 SF CONDENSER ROOM 1 156 177 SF CONDENSER ROOM 2 155 95 SF OPTICS LAB STORAGE 152 158 SF GOWN ROOM 151 450 SF SCINT ROOM 153 93 SF IDF 134C 134 SF ELECTRICAL 142A 2091 SF WAREHOUSE 142 638 SF HALLWAY 129A 46 SF JAN 148A 416 SF WOMENS RESTROOM & SHOWER 148B 416 SF MENS RESTROOM & SHOWER 148C 864 SF SPECIAL PROJECTS_MIC R&D 03 139 1641 SF ADV MANUFACTURING 135 621 SF ULTRA PRODUCTION 141 5415 SF SYSTEM PRODUCTION & INSPECTION 140 351 SF PACKAGING AREA 140A 1145 SF R&D TEAM COLLABORATION 136 759 SF ADD LAB 137 104 SF GOWN ROOM 135A 205 SF CLEAN ROOM 135B 487 SF TRAINING FIELD SERVICE 133 99 SF CLOSET 133A 488 SF TRAINING FIELD SERVICE 131 99 SF CLOSET 131A 135 SF STORAGE 137A 1543 SF ENGINEERING LAB 138 317 SF WOMENS RESTROOM 126C 317 SF MENS RESTROOM 126A 65 SF ALL GENDER 126B 1363 SF MULTIPURPOSE 103 291 SF STORAGE 105C 188 SF MEETING 108 461 SF LI DEMO 117 330 SF PRECISION LI DEMO 121 341 SF EM DEMO 123 232 SF EM DEMO 124 287 SF EM DEMO 112 310 SF EM DEMO 114 310 SF EM DEMO 116 336 SF EM DEMO 120 169 SF MEETING 110 511 SF XRM DEMO 111 431 SF XRM DEMO 115394 SF SMT PCS LAB 118 397 SF CHASE (STOR) 119 5311 SF MEDITEC SHOWROOM 105 1560 SF RECEPTION 100 08 A5.61 4 A5.72 19 A5.83 22 A5.81 122 SF IDF 103B 437 SF MEETING 107 94 SF MED SERV DISINFECT 146 51 SF MED SERV CHEM 145 51 SF MED SERV HAZ. 144 246 SF MPOE 106A 424 SF SAMPLE PREP ROOM 113 432 SF EM DEMO 122 16 A5.64 A2.01 40 A2.01 38 A2.01 18 97 SF STORAGE 103A 188 SF MEETING 109 3711 SF LOBBY 104 399 SF TRAINING 105E 378 SF TRAINING 105B 135 SF CHILLER 138A 8 A5.62 330 SF TRAINING RM 130 331 SF TRAINING RM 132 468 SF NITROGEN ENCLOSURE 165 STAIR 05 09 A4.81 17 A4.83 1 A4.87 587 SF TRASH ENCLOSURE 166 25 A4.81 37 A4.83 8 A5.63 EM DEMO 15 8 A5.71 5'-0" X 25 PANELS WALL TYPE A2 124' - 11 13/16"1' - 0" WALL TYPE B 30' - 5 7/16" WALL TYPE C 90' - 0"1' - 0"28' - 0"1' - 0" WALL TYPE C 104' - 11 13/16" 5 ' - 0 " X 3 8 + 3 ' - 5 7 / 8 " X 2 P A N E L S W A L L T Y P E A 2 1 9 6 ' - 1 1 3 / 4 " 5'-0" X 21 PANELS WALL TYPE A2 104' - 11 13/16"1' - 0" WALL TYPE B 28' - 0"1' - 0" WALL TYPE C 120' - 0"1' - 0" WALL TYPE B 28' - 0"1' - 0" WALL TYPE C 124' - 11 13/16" 3 ' - 5 7 / 8 " 1 9 0 ' - 0 " 3 ' - 5 7 / 8 " 47 ' - 6 " 60 ' - 0 " 47 ' - 6 " ________________08 A4.11 A2.02 18 A2.02 40 A2.02 38 A7.11 25 FEC RFEC DOOR & FRAME NON RATED CONSTRUCTION 1 HR RATED CONSTRUCTION 2 HR RATED CONSTRUCTION MILLWORK FIRE EXTINGUISHER CABINET RATED FIRE EXTINGUISHER CABINET 3 HR RATED CONSTRUCTION FE FIRE EXTINGUISHER UP UP UP UP UP 529 SF BDF 220 36 A3.01 124 SF IDF 270 849 SF SQA SIMULATION LAB 241 503 SF CONCEPT LAB 266 261 SF WOMENS RESTROOM 256C 273 SF OPTICS LAB 251 432 SF ADVANCED DEVELOPMENT LAB 257 1249 SF SYSTEMS LAB 280229 SF MEETING 216 OPEN TO BELOW 119 SF ELEC 271 1 2 3 4 5 6 7 8 9 10 11 12 13 14 D C B A AA BB 15.50.5 07 A5.61 7 A5.71 3 A5.7275 SF VESTIBULE 272 562 SF MEETING 227 95 SF OFFICE 285 95 SF OFFICE 284 95 SF OFFICE 278 95 SF OFFICE 277 97 SF OFFICE 289 95 SF OFFICE 207 95 SF OFFICE 206 107 SF OFFICE 213 107 SF OFFICE 211 105 SF OFFICE 212 105 SF OFFICE 210 105 SF OFFICE 222 105 SF OFFICE 225 107 SF OFFICE 223 107 SF OFFICE 226 95 SF OFFICE 229 95 SF OFFICE 230 95 SF OFFICE 236 95 SF OFFICE 235 107 SF OFFICE 240 107 SF OFFICE 243 105 SF OFFICE 242 105 SF OFFICE 239 95 SF OFFICE 246 95 SF OFFICE 247 95 SF OFFICE 254 95 SF OFFICE 253 105 SF OFFICE 258 105 SF OFFICE 262 107 SF OFFICE 259 107 SF OFFICE 261 95 SF HUDDLE 252 95 SF HUDDLE 245 95 SF HUDDLE 234 95 SF HUDDLE 228 101 SF OFFICE 290 101 SF OFFICE 291 95 SF HUDDLE 283 95 SF HUDDLE 276 283 SF MEETING 282 282 SF MEETING 281283 SF MEETING 203 283 SF MEETING 202 282 SF MEETING 232 330 SF MEETING 233 330 SF MEETING 249 330 SF MEETING 250 331 SF MEETING 215 331 SF MEETING 263 229 SF MEETING 264 149 SF HUDDLE 217 112 SF MOTHER ROOM 219 69 SF FOCUS 231 69 SF FOCUS 237 69 SF FOCUS 248 69 SF FOCUS 255 69 SF FOCUS 279 69 SF FOCUS 286 69 SF FOCUS 208 254 SF MATERIAL STOR 275A 1244 SF SUB ASSEMBLY LAB 275 6511 SF OPEN OFFICE 238 6287 SF OPEN OFFICE 288 280 SF MEETING 201 107 SF OFFICE 292 2363 SF PANTRY 287 14 A5.86 14 A5.85 CIRCULATION CIRCULATION 95 SF HUDDLE 205 95 SF HUDDLE 200 12 A5.65 187 SF STOR 244 149 SF HUDDLE 265 105 SF OFFICE 273 105 SF OFFICE 267 107 SF OFFICE 274 107 SF OFFICE 268 A2.01 40 A2.01 37 A2.01 38 A2.01 18 261 SF MENS RESTROOM 256A 145 SF ELEC 218 294 SF WOMENS RESTROOM 221A 294 SF MENS RESTROOM 221C 67 SF JAN 221D 70 SF COPY/PRINT 20497 SF STORAGE 209 32 SF JAN 256B 21' - 1 5/16"24' - 7 11/16"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"45' - 9"2 3 .9 6 ° 12 A5.66 16 A5.64 7 A5.62 7 A5.63 15 23' - 4" 5'-0" X 25 PANELS WALL TYPE A1 124' - 11 13/16"1' - 0" WALL TYPE B 30' - 5 7/16" WALL TYPE A2 27' - 6 9/16"1' - 0" 5'-0" X 18 PANELS WALL TYPE A1 90' - 0"1' - 0" WALL TYPE B 28' - 0"1' - 0" WALL TYPE A1 104' - 11 13/16" 5 ' - 0 " X 3 8 + 3 ' - 5 7 / 8 " X 2 P A N E L S W A L L T Y P E A 1 1 9 6 ' - 1 1 3 / 4 " 5'-0" X 21 PANELS WALL TYPE A1 104' - 11 27/32"1' - 0" WALL TYPE B 28' - 0"1' - 0" 5'-0" X 24 PANELS WALL TYPE A1 120' - 0"1' - 0" WALL TYPE B 28' - 0"1' - 0" WALL TYPE A1 124' - 11 27/32" 5 ' - 0 " X 3 8 + 3 ' - 5 7 / 8 " X 2 P A N E L S W A L L T Y P E A 1 1 9 6 ' - 1 1 3 / 4 " 3 ' - 5 7 / 8 " 1 9 0 ' - 0 " 3 ' - 5 7 / 8 " 3 ' - 5 7 / 8 " 1 9 0 ' - 0 " 3 ' - 5 7 / 8 " 120' - 0" 104' - 11 7/8" 409' - 11 5/8" 24' - 7 5/8" 21' - 1 3/8" 24' - 7 5/8" 4' - 11 27/32" A2.02 18 A2.02 37 A2.02 40 A2.02 38 5 3/4" A7.50 35 FEC RFEC DOOR & FRAME NON RATED CONSTRUCTION 1 HR RATED CONSTRUCTION 2 HR RATED CONSTRUCTION MILLWORK FIRE EXTINGUISHER CABINET RATED FIRE EXTINGUISHER CABINET 3 HR RATED CONSTRUCTION FE FIRE EXTINGUISHER UP UP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 D C B A AA BB 15.50.5 134 SF VP 316 134 SF VP 313 132 SF VP 312 132 SF VP 317 95 SF OFFICE 308 95 SF OFFICE 307 107 SF OFFICE 389 6697 SF OPEN OFFICE 390 95 SF OFFICE 372 95 SF OFFICE 382 95 SF OFFICE 383 105 SF OFFICE 343 105 SF OFFICE 346 107 SF OFFICE 345 107 SF OFFICE 344 95 SF OFFICE 340 95 SF OFFICE 339 95 SF OFFICE 333 95 SF OFFICE 332 107 SF OFFICE 328 107 SF OFFICE 326 105 SF OFFICE 325 105 SF OFFICE 329 95 SF HUDDLE 348 95 SF OFFICE 350 69 SF FOCUS 334 69 SF FOCUS 341 282 SF MEETING 336 330 SF MEETING 337 100 SF HUDDLE 331 100 SF HUDDLE 338292 SF PANTRY 335 95 SF OFFICE 349 95 SF OFFICE 351 94 SF FOCUS 352 283 SF MEETING 379 283 SF MEETING 380 69 SF FOCUS 384 95 SF HUDDLE 381101 SF OFFICE 388 101 SF OFFICE 387 94 SF HUDDLE 309 98 SF FOCUS 373 283 SF MEETING 303 283 SF MEETING 302 331 SF MEETING 318 182 SF IDF 311 339 SF STORAGE 323 229 SF TEAM SPACE 319 149 SF HUDDLE 320 145 SF ELECTRICAL 321 112 SF MOTHER ROOM 322 563 SF MEETING 330 280 SF MEETING 301 279 SF MEETING 374 562 SF MEETING 347 117 SF ELECTRICAL 366 76 SF VESTIBULE 367 2280 SF KITCHEN/ BOH 357 306 SF DISH DROP 355A 390 SF EMPLOYEE KITCHEN 299 SF DISH WASH 355B 5150 SF CAFE / DINING 355 2751 SF COFFEE BAR 359 1011 SF COURTYARD 385 406 SF WOMENS RESTROOM 354C 401 SF MENS RESTROOM 354A 62 SF ALL GENDER 354B 6 A5.61 6 A5.71 2 A5.72 16 A5.87 21' - 1 5/16"24' - 7 11/16" A2.01 40 A2.01 37 A2.01 38 A2.01 18 30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"45' - 9"2 3 .9 6 ° 97 SF OFFICE 386 83 SF FOCUS 378 95 SF OFFICE 377 95 SF OFFICE 376 95 SF OFFICE 371 95 SF OFFICE 370 97 SF HUDDLE 369 2305 SF SERVERY 358 95 SF OFFICE 305 95 SF HUDDLE 300 12 A5.66 12 A5.65 70 SF COPY/PRINT 304 109 SF STORAGE 310 67 SF JAN 324D STAIR 05 95 SF HUDDLE 375 6 A5.62 95 SF OFFICE 306 5286 SF EXECUTIVE SUITE 315 267 SF CEO 314 5942 SF OPEN OFFICE 342 294 SF WOMENS RESTROOM 324A 294 SF MENS RESTROOM 324C 281 SF DECK SOUTH (UNOCCUPIED) 356A 534 SF DECK NORTH (UNOCCUPIED) 361A STAIR 06 6 A5.63 324 SF COURTYARD (UNOCCUPIED) 385A COURTYARD DESIGN SEE LANDSCAPE DWG 377 SF DECK NORTH 361 810 SF DECK SOUTH 356 15 5'-0" X 25 PANELS WALL TYPE A1 124' - 11 3/4"1' - 0" WALL TYPE B 30' - 5 1/2" WALL TYPE A1 27' - 6 1/2"1' - 0" 5'-0" X 18 PANELS WALL TYPE A1 90' - 0"1' - 0" WALL TYPE B 28' - 0" 5 ' - 0 " X 3 8 + 3 ' - 5 7 / 8 " X 2 P A N E L S W A L L T Y P E A 1 1 9 6 ' - 1 1 3 / 4 " 5'-0" X 21 PANELS WALL TYPE A1 104' - 11 3/4"1' - 0" WALL TYPE B 28' - 0"1' - 0" 5'-0" X 24 PANELS WALL TYPE A1 120' - 0"1' - 0" WALL TYPE B 28' - 0"1' - 0" 5 ' - 0 " X 3 8 + 3 ' - 5 7 / 8 " X 2 P A N E L S W A L L T Y P E A 1 1 9 6 ' - 1 1 3 / 4 " 109' - 2 7/16" 3 ' - 5 7 / 8 " 1 9 0 ' - 0 " 3 ' - 5 7 / 8 " 3 ' - 5 7 / 8 " 1 9 0 ' - 0 " 3 ' - 5 7 / 8 " 98' - 5 23/32" 61' - 0" 25 ' - 0 " ________________07 A4.11 A2.02 18 A2.02 37 A2.02 40 A2.02 38 FEC RFEC DOOR & FRAME NON RATED CONSTRUCTION 1 HR RATED CONSTRUCTION 2 HR RATED CONSTRUCTION MILLWORK FIRE EXTINGUISHER CABINET RATED FIRE EXTINGUISHER CABINET 3 HR RATED CONSTRUCTION FE FIRE EXTINGUISHER UP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 D C B A AA BB 15.50.5 COURTYARD LOUVERED SCREEN ALIGN CT1 (SMD) ALIGNALIGN ALIGN MECH RISER MECH RISER MECH RISER MECH RISER AHU 7 (SMD) AHU 4 (SMD) AHU 2 (SMD) AHU 6 (SMD) AHU 3 (SMD) AHU 1 (SMD) AHU 5 (SMD) LOUVERED SCREEN LOUVERED SCREEN LOUVERED SCREEN CT2 (SMD) 2% SL O P E DO W N ELEC. ROOM ELEV. FOYER MECHANICAL ROOM 2 MECHANICAL ROOM 1 STAIR 06 ALIGN 15 ON STRUCTURE PHOTOVOLTAIC SOLAR PANELS (15% SPACE FOR FUTURE PV ARRAY) 5,200 SQ.FT ON STRUCTURE PHOTOVOLTAIC SOLAR PANELS (15% SPACE FOR FUTURE PV ARRAY) 1,430 SQ.FT ON STRUCTURE PHOTOVOLTAIC SOLAR PANELS (15% SPACE FOR FUTURE PV ARRAY) 2,690 SQ.FT 2% SL O P E DO W N SKYLIGHT SKYLIGHT TIEBACK ANCHOR TIEBACK ANCHOR TIEBACK ANCHOR TIEBACK ANCHOR LOBBY ELEVATOR OVERRUN 5'-0" X 25 PANELS METAL PANEL 124' - 11 3/4"30' - 0"30' - 0" 5'-0" X 18 PANELS METAL PANEL 90' - 0"30' - 0" M E T A L P A N E L 1 9 6 ' - 1 1 3 / 4 " 5'-0" X 21 PANELS METAL PANEL 104' - 11 3/4"30' - 0" 5'-0" X 24 PANELS METAL PANEL 120' - 0"30' - 0" M E T A L P A N E L 1 9 6 ' - 1 1 3 / 4 " LEVEL 01 0' - 0" LEVEL 02 18' - 0" LEVEL 03 34' - 0" ROOF 50' - 0" T.O. SCREEN 62' - 0" PARAPET 52' - 0" SEE LINE OF SIGHT DIAGRAM IN EXHIBIT A 10 ' - 0 " 2' - 0 " 16 ' - 0 " 16 ' - 0 " 18 ' - 0 " ABDC MT-2 MT-3 GL-1 GL-2 MT-2 MT-3 ENCLOSURES SHOWN DASHED FOR CLARITY. REFER TO A5 SERIES FOR MORE INFORMATION LEVEL 01 0' - 0" LEVEL 02 18' - 0" LEVEL 03 34' - 0" ROOF 50' - 0" T.O. SCREEN 62' - 0" 12345678910111213 0.5 PARAPET 52' - 0" 21' - 1 5/16"24' - 7 11/16"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0" 18 ' - 0 " 1 6 ' - 0 " 1 6 ' - 0 " 2' - 0 " 10 ' - 0 " SEE LINE OF SIGHT DIAGRAM IN EXHIBIT A MT-2 GL-1 MT-3 GL-3 MT-2 GL-1 GL-3 GL-2 MT-3 GL-1 MT-1 GL-1 GL-1 GL-4 GL-2 MT-2 MT-2 MT-2 MT-2 LEVEL 01 0' - 0" LEVEL 02 18' - 0" LEVEL 03 34' - 0" ROOF 50' - 0" T.O. SCREEN 62' - 0" 3 4 5 6 7 8 9 10 11 12 13 14 15.5 PARAPET 52' - 0" 15 30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"45' - 9" 2' - 0 " 16 ' - 0 " 16 ' - 0 " 18 ' - 0 " 10 ' - 0 " MT-2 GL-1 GL-1 MT-3 MT-3 GL-3 MT-2 GL-3 MT-2 GL-2 GL-1 GL-4 GL-2 MT-3 MT-2 MT-1 LEVEL 01 0' - 0" LEVEL 02 18' - 0" LEVEL 03 34' - 0" ROOF 50' - 0" T.O. SCREEN 62' - 0" PARAPET 52' - 0" SEE LINE OF SIGHT DIAGRAM IN EXHIBIT A 10 ' - 0 " 2' - 0 " 16 ' - 0 " 16 ' - 0 " 18 ' - 0 " A B C D MT-3 MT-2 MT-3 GL-1 GL-2 GL-1 MT-1 LEVEL 01 0' - 0" LEVEL 02 18' - 0" LEVEL 03 34' - 0" ROOF 50' - 0" T.O. SCREEN 62' - 0" 18 ' - 0 " 1 6 ' - 0 " 1 6 ' - 0 " MT-2 GL-1 MT-3 GL-3 MT-2 GL-1 GL-3 GL-2 MT-3 GL-1 MT-1 GL-1 GL-1 GL-4 GL-2 MT-2 MT-2 MT-2 LEVEL 01 0' - 0" LEVEL 02 18' - 0" LEVEL 03 34' - 0" ROOF 50' - 0" T.O. SCREEN 62' - 0" PARAPET 52' - 0" 10 ' - 0 " 2 ' - 0 " 16 ' - 0 " 16 ' - 0 " 18 ' - 0 " MT-2 GL-1 GL-1 MT-3 MT-3 GL-3 MT-2 GL-3 MT-2 GL-2 GL-1 GL-4 GL-2 MT-3 MT-2 MT-1 LEVEL 01 0' - 0" LEVEL 02 18' - 0" LEVEL 03 34' - 0" ROOF 50' - 0" T.O. SCREEN 62' - 0" 16 ' - 0 " 16 ' - 0 " 18 ' - 0 " MT-3 MT-2 MT-3 GL-1 GL-2 GL-1 MT-1 LEVEL 01 0' - 0" LEVEL 02 18' - 0" LEVEL 03 34' - 0" ROOF 50' - 0" T.O. SCREEN 62' - 0" 16 ' - 0 " 16 ' - 0 " 18 ' - 0 " MT-2 MT-3 GL-1 GL-2 MT-2 MT-3 11 A4.82 37' - 0" 20 ' - 6 " 1% SLOPE DOWN 1% SLOPE DOWN 1% SLOPE DOWN 1% SLOPE DOWN 1% SLOPE DOWN 1% SLOPE DOWN 1% SLOPE DOWN 1% SLOPE DOWN 12 A4.82 LEVEL 01 0' - 0" MT-4 7' - 6 " 3' - 0 " 2' - 0 " 10 ' - 6 " 1/4" THICK METAL PLATE PANEL SYSTEM INSTALLED ON 4"X4" GALVANIZED HSS ENCLOSURE FRAME 1/2" VERTICAL JOINT (TYP.) 1/4" HORIZONTAL JOIN (TYP.) LEVEL 01 0' - 0" 1/4" THICK METAL PLATE PANEL SYSTEM INSTALLED ON 4"X4" GALVANIZED HSS ENCLOSURE FRAME 1/2" VERTICAL JOINT (TYP.) 1/4" HORIZONTAL JOIN (TYP.)MT-4 7' - 6 " 3' - 0 " 10 ' - 6 " LEVEL 01 0' - 0" 1/4" THICK METAL PLATE PANEL SYSTEM INSTALLED ON 4"X4" GALVANIZED HSS ENCLOSURE FRAME 1/2" VERTICAL JOINT (TYP.) 1/4" HORIZONTAL JOIN (TYP.)MT-4 3' - 0 " 7' - 6 " 10 ' - 6 " LEVEL 01 0' - 0" 1/4" THICK METAL PLATE PANEL SYSTEM INSTALLED ON 4"X4" GALVANIZED HSS ENCLOSURE FRAME 1/2" VERTICAL JOINT (TYP.) 1/4" HORIZONTAL JOIN (TYP.)MT-4 2' - 0 " 3 ' - 0 " 7' - 6 " 10 ' - 6 " A4.81 11 A4.81 28 A4.81 27 A4.8112 6 EQ OPEN GRATING = 37' - 0" 20 ' - 6 " OPEN METAL GRATING LEVEL 01 0' - 0" 2' - 0 " 3 ' - 0 " 7' - 6 " OPEN GRATING LEVEL 01 0' - 0" 7' - 6 " 3' - 0 " 2' - 0 " OPEN GRATING LEVEL 01 0' - 0" 1/4" THICK METAL PLATE PANEL SYSTEM INSTALLED ON 4"X4" GALVANIZED HSS ENCLOSURE FRAME 1/2" VERTICAL JOINT (TYP.) 1/4" HORIZONTAL JOIN (TYP.)MT-4 OPEN SLIDING DOOR CANTILEVER SLIDING DOOR SHOWN DASHED FOR CLARITY INSTALL METAL PANEL TO SLIDING DOOR FRAME TO MATCH ENCLOSURE 3' - 0 " 7' - 6 " 10 ' - 6 " LEVEL 01 0' - 0" 3' - 0 " 7' - 6 " 10 ' - 6 " 1/4" THICK METAL PLATE PANEL SYSTEM INSTALLED ON 4"X4" GALVANIZED HSS ENCLOSURE FRAME 1/2" VERTICAL JOINT (TYP.) 1/4" HORIZONTAL JOIN (TYP.)MT-4 LEVEL 01 0' - 0" 3' - 0 " 7' - 6 " 1/4" THICK METAL PLATE PANEL SYSTEM INSTALLED ON 4"X4" GALVANIZED HSS ENCLOSURE FRAME 1/2" VERTICAL JOINT (TYP.) 1/4" HORIZONTAL JOIN (TYP.)MT-4 LEVEL 01 0' - 0" 3' - 0 " 7' - 6 " 1/4" THICK METAL PLATE PANEL SYSTEM INSTALLED ON 4"X4" GALVANIZED HSS ENCLOSURE FRAME 1/2" VERTICAL JOINT (TYP.) 1/4" HORIZONTAL JOIN (TYP.) MT-4 10 ' - 6 " 20 A4.84 8 A4.84 19 A4.84 51' - 4" 22' - 9"28' - 7" 1% SLOPE DOWN 1% SLOPE DOWN 1% SLOPE DOWN 1% SLOPE DOWN NITROGEN ENCLOSURE TRASH ENCLOSURE 20 ' - 6 " 1% SLOPE DOWN 1% SLOPE DOWN 1% SLOPE DOWN 1% SLOPE DOWN 5' - 6"14' - 10 1/2" A4.83 19 A4.83 28 A4.8312 A4.83 39 51' - 4" 4 E Q M E TA L P A N E L = 2 0 ' - 6 " 24" FLAT SEAM MTL ROOF. FINISH TO MATCH WALL PANEL -MTL4 2% SL O P E DO W N 2% SL O P E DO W N LEVEL 01 0' - 0" CHAIN LINK FENCE 3' - 0 " 7' - 6 " 10 ' - 6 " 2 % S LO P E DOWN 2% SLOPE DOWN LEVEL 01 0' - 0" 7' - 6 " 3' - 0 " CHAIN LINK FENCE 10 ' - 6 " TRASH ENCLOSURE NITROGEN ENCLOSURE FLAT LOCK METAL ROOFING LEVEL 01 0' - 0" 7' - 6 " 3' - 0 " 10 ' - 6 " FLAT LOCK METAL ROOFING 6" 8' - 0 " 1/4" THICK STAINLESS STEEL PLATE PANEL SYSTEM INSTALLED ON 3"X3" GALVANIZED HSS ENCLOSURE FRAME CONCRETE PAD 6" 8' - 0 " 1/4" THICK STAINLESS STEEL PLATE PANEL SYSTEM INSTALLED ON 3"X3" GALVANIZED HSS ENCLOSURE FRAME CONCRETE PAD 6" 8' - 0 " 1/4" THICK STAINLESS STEEL PLATE PANEL SYSTEM INSTALLED ON 3"X3" GALVANIZED HSS ENCLOSURE FRAME CONCRETE PAD 6" 8' - 0 " 1/4" THICK STAINLESS STEEL PLATE PANEL SYSTEM INSTALLED ON 3"X3" GALVANIZED HSS ENCLOSURE FRAME CONCRETE PAD 5' - 0"4' - 7"1' - 0" 1' - 0 " 10 ' - 8 " 1' - 0 " CONCRETE PAD OPEN TO ABOVE BB PA R C E L D P. S . D . E . PA R C E L D P. S . D . E . PA R C E L D P. S . D . E . Gp Gp Pa Pa Pa Pa Up Up Up Up Up Gp Gp Gp Gp GpGpGpGpGp Gp Gp Gp Pa Gp Gp Gp Gp Gp Gp Gp Gp Pa GpGpGpGpGp Gp Gp Gp Gp Gp Gp Gp Gp Gp Gp Gp Gp GpGpGpGpGpGpGpGp Gp Gp Gp Gp Gp Gp Gp Gp Gp Gp Gp Gp Gp PaPaPaPaPa Pa Pa Pa Pa Pa Pa Pa Pa Pa Pa Pa Pa Pa Pa Pa Pa Pa Pa Pa Pa Pa Pa Pa Up Gp Gp Gp Gp Gp Gp Gp Gp Gp Gp Gp Gp Gp Gp Gp Gp Gp Gp Gp Gp Gp Gp Gp Gp E8 A E8 B E8 A E8 B E8 E8 B E8 B E8 B E8 E5 E5 E5 E5 E5 E5 E5 E5 E5 E5 E5 E5 E5 E5 E5 E5 E5 E5 E5 E5 E5 E5 E5 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1AE1A E1 A E1 A E1 A E1 A E1 A E1 A E1 A E1 A E1 A E1 A E1 A E1 A E1 A E1 A E1 A E1 A E1 A E1A E1A E1A E1A E1A E1A E1A E1A E1A E1A E1A E1A E1A E2 A E2 A E2 A E2 A E2AE2A E2AE2AE4 E4 E1 E1 E1 E1AE1AE1AE1AE1AE1A E4 E4E4E4E4E4E4E4E4E4E4E4E4E4E4E4 E5 E4E4 E4 E4 E4 E4 E4E4E4E4E4 E1 E1 E1 E5 E5 E4 E4 E4 E4 E4 E1 E1 E4 E4E2E2E2E2E2E2E2E2E2E2 E2E2E2E2 E2 E2 E2 E2 E2 E2 E2 E2 E4 E5 E5 E5 E5 E5 E5 E5 E5 E5 E5 E5 E5 E5 E5 E5 E5 E5 E5 E3 E3 E3 E6 E6 E6 E6 E6 E6 E6 E6 E6 E6 E6 E6 E6 A E6 A Xr e f R : \ 1 7 \ 1 7 0 4 3 Z e i s s G r a p h i t e \ D w g s \ a r c h \ A c t i v e \ X R - L A Y T - G R I D _ M S . d w g SEE SHEET LT1.01SEE SHEET LT1.02 RE F E R T O A P P E N D I X G F O R L I G H T I N G F I X T U R E P R O D U C T D A T A © G e n s l e r Da t e De s c r i p t i o n Pr o j e c t N a m e Pr o j e c t N u m b e r De s c r i p t i o n Sc a l e Se a l / S i g n a t u r e 20 1 7 Te l 4 1 5 . 4 3 3 . 3 7 0 0 Fa x 4 1 5 . 8 3 6 . 4 5 9 9 2 H a r r i s o n S t r e e t Su i t e 4 0 0 Sa n F r a n c i s c o , C A 9 4 1 0 5 Un i t e d S t a t e s ST R U C T U R A L / M E P 56 0 M i s s i o n S t r e e t Sa n F r a n c i s c o , C A 9 4 1 0 5 Un i t e d S t a t e s Te l 4 1 5 . 9 5 7 . 9 4 4 5 LA N D S C A P E A R C H I T E C T 83 3 M a r k e t S t r e e t Sa n F r a n c i s c o , C A 9 4 1 0 3 Un i t e d S t a t e s Te l 4 1 5 . 2 0 6 . 0 6 4 8 NO T F O R CO N S T R U C T I O N TE L E / D A T A / S E C 13 3 3 B r o a d w a y , S t e 6 0 1 Oa k l a n d , C A 9 4 6 1 2 Un i t e d S t a t e s Te l 5 1 0 . 3 3 7 . 2 8 0 0 AV / A C O U S T I C 13 0 S u t t e r S t r e e t , F l r 5 Sa n F r a n c i s c o , C A 9 4 1 0 4 Un i t e d S t a t e s Te l 4 1 5 . 3 9 7 . 0 4 4 2 CI V I L E N G I N E E R 25 5 S h o r e l i n e D r i v e , S t e 2 0 0 Re d w o o d C i t y , C A 9 4 0 6 5 Un i t e d S t a t e s Te l 6 5 0 . 4 8 2 . 6 3 0 0 LI G H T I N G 30 0 B r a n n a n S t r e e t , S t e 2 1 2 Sa n F r a n c i s c o , C A 9 4 1 0 7 Un i t e d S t a t e s Te l 4 1 5 . 3 4 8 . 8 2 7 3 PE R M I T N U M B E R : EN V I R O N M E N T A L 21 6 9 - G E a s t F r a n c i s c o B l v d Sa n R a f a e l C A . 9 4 9 0 1 Un i t e d S t a t e s Te l 4 1 5 . 4 5 4 . 8 8 6 8 FI R E S A F E T Y 23 5 M o n t g o m e r y S t , S t e 1 2 5 0 Sa n F r a n c i s c o , C A 9 4 1 0 4 Un i t e d S t a t e s Te l 4 1 5 . 6 9 3 . 1 6 0 0 FO O D S E R V I C E 15 6 2 n d S t r e e t Sa n F r a n c i s c o , C A 9 4 1 0 5 Un i t e d S t a t e s Te l 4 1 5 . 9 2 2 . 5 9 0 0 11/27/2017 2:51:25 PM \\gensler.ad\projects\RevitUserModels\24703\GRAPHITE II - ARCH - 01.2409.000 - CENTRAL - V2017-1_corey_forst.rvt LT 1 . 0 2 01 . 2 4 0 9 . 0 0 0 In n o v a t i o n C e n t e r C a l i f o r n i a ZE I S S Si t e 1 5 A , D U B L I N Du b l i n , C A In n o v a t i o n C e n t e r C a l i f o r n i a Si t e L i g h t i n g P l a n - S o u t h 1" = 2 0 ' - 0 " G 0 1 . 0 2 . 1 8 D E V E L O P M E N T P L A N F I N A L S U B M I T T A L AE R I A L VI E W A C R O S S W A T E R S H E D T O M A I N E N T R Y ZE I S S E N T R Y P L A Z A VIEW FROM DUBLIN BLVD.