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Reso - PC - 2024-03.11 - 9B-ENTITLEMENT
Oocusign Envelope lD: 6'lFAEADC 41 18-4815-S55S-42A0F1C846FD RECORD NG REQU ESTED BY Planning Department City ol Budingame WHEN RECORDED fuIAIL TO COMMUNITY DEVELOPMENT DEPARTi/ENT C]TY OF BURLINGA[,IE 501 PRlt\.1ROSE ROAD BURLINGAIIIE, CA 94010 2024-025404 3r04 pm 05/1412024 R1 Feer NO FEE Count of Pages 27 Recorded in Off icial Recods County of San Mat6 Mark Church Ass6sso r-Co u nty Clerl-Recoder r1llliir ltilt llfl i[ilIfl u ]t11itfllrrliitil[l]llilil lilill l|]lti Resolution No. 2024-03. 1 1 -98-CEQA 1200-1340 OLD BAYSHORE HIGHWAY AP N s 026- 1 1 3-47 0, 026- 1 1 3 480, 026 -1 42-220, 026 - 1 42- 1 60, 026-1 42-17 0, 026-1 1 3-330, 026-1 1 3-450 026-1 42-1 00, 026 - 1 42-200, 026 - 1 42-24 0, 026 - 1 42 -020, 026 - 1 42 -030, & 026-142-180 TITLE OF DOCUMENT Dale March 22 2024 btxlw hrliaty CITY BI"IRLIffiG&ME Kevin Gard ner AICP Community Developrnent Di A?ED T'UNE ln hereby certify this to be a iu I true and conect copy of the document it purports to be the ong na of wh ch s on file in my office RESOLUTTON NO. 2024-03.1 1 -98 _CEQA WHEREAS, on March 24,2022, DW Burlingame lOwner LLC, DW Burlingame llOwner LLC, DW Burlingame ll OwnerA LLC, DW Burlingame ll Owner B LLC, and DW Burlingame lll Owner LLC (""Developed') filed an application with the City of Burlingame Community Development Department - Planning Division requesting approval of the following requests: Environmental Review pursuant to the California Environmental Quality Act (CEaA); Vesting Tentative Map (Code Chapter 26.08); Commercial Design Review (Code Sections 25.12.060 and 25.68.020(C)(3)(a)); Special Permit for building height greater than 65 feet (214'-6" maximum proposed) (Code Sections 25j2.030, T able 25.12-2 and 25.78. 060(AX2)); Special Permit for Community Benefits for increased Floor Area Ratio for a Tier 3 prcject (2.71 FAR proposed) (Code Sections 25.12.030, fable 25.12-2, 25j2i41, and 25.78.070(A)); and . Development Agreement (Code Chapter 25.104) (collectively, the projecl); and WHEREAS, on March 11,2024, the Planning Commission considered and recommended certification of a Final Environmental lmpact Report prepared for the Project (FEIR) which was prepared in accordance with the requirements of the California Environmental Quality Act (CEQA) and the CEQA Guidelines, and adoption of a Water Supply Assessment for the Project, and WHEREAS, also at its March 11,2024 meeting, the Planning Commlssion considered the Project, the stafl reports prepared for the Prqect, and all documents constituting the Final Environmental lmpact Report (FEIR) (including the Mitigation Monitoring and Reporting program and all appendices) and the CEQA Findings; and all other documents, reports, studies, memoranda, maps, oral and written testimony, and materials in the City's file for the project; and all adopted City planning documents relating to the Project includang the City's Generat ptan and Municipal Code and all other applicable City laws and regulations (colleclively, the Record). NOW, THEREFORE, BE lT RESOLVED by the Planning Commission of the City of Burtingame, that the Planning Commission recommends that the City Council approve the Project applications for Commercial Design Review, Special Permits for Height and Development under Tier 3/Community Benefits, and Vestjng Tentative Map, based on the following findings: 1 RESOLUTION RECOMMENDING TO THE CITY COUNCIL APPROVAL OF AN APPLICATION FOR COMMERCIAL DESIGN REVIEW, SPECIAL PERMITS FOR HEIGHT AND DEVELOPMENT UNDER TIER 3/COMMUNITY BENEFITS, AND VESTING TENTATME MAP, FOR A NEW DEVELOPMENT PROJECT CONSISTING OF THREE, 11-STORY OFFICE/RESEARCH AND DEVELOPMENT BUILDINGS AND TWO, 1O.1O.s-sTORY PARKING STRUCTURES AT 1200.1340 OLD BAYSHORE HIGHWAY, BURLINGAME RESOLUTTON NO. 2024-0s.11-98 - CEQA Desion Review Frndin os: 1. That the proposed Office/R&D project as consistent with the General Plan designation of Bayfront Commercial and is in compliance with all applicable provisions of Tifle 25, and that the project includes adequate features addressing the N,lajor Design Review Criteria for commercial, industrial, and mixed-use zoning districts stated in Burlingame lv,lunicipal Code Section 25.68.060(E). The proposed project design specifically meets the Design Review Critena in the following ways: That the proposed prqect supports the pattern of diverse architecturat styles that characterize the City's Bayfront Commercial area with the use of a variety of materials lo express a modern style. The exterior finishes include a mix of materials tncluding vision glass, shadow box, fritted glass curtainwall, perforated metal, light metal, textured concrete, cementitious panels, glass with graphic interlayer, and warm metal with varying colors to provide visual interest and articulation; these materials will blend with the existing office and hotel buitdings in the area and will also be compatible wlth the newer buildings in the surrounding area; That the design respects and promotes pedestrian activity by providing a missing link of the Bay Trail as well as various public plazas and amenlties to enliven the Bayfront area, including Bay overlooks with seating on either side of Easton Creek, a public plaza at the southern end of the site, a picnic plaza and event lawn at the northern building's Bay Trail frontage, a shoreline exploration area, nature drscovery playground, outdoor fitness area, drinking fountains and a public restroom. The prolect will also provide pedestrian trails along Easton Creek and new sidewalks along Old Bayshore Highway. Off-street parking will be located in two parking structures with no proposed surface parking to use the site's space efficiently and to allow for increased landscaping and open spacel C c C That the proposed project is compatible with surrounding development in that the site is located on the central portion of the Bayfront adjacent to a mix of hotels, office buildings, the San Francisco Bay, and Easton Creek. The buatding heights in the immediate area include an ad.lacent g-story office building and a 1o-story hotel in addition to other existing low-rise commercial developments. While the proposed project will consist of three 11-story Office/R&D buildings and two 10-10.s-story parking structures, it is adjacent to existing development of similar scale and will fit in to the mixed fabric along Old Bayshore Highway. Therefore, it \,l/ilt be compatible with the mass and bulk of buildings in the area and will be consistent with the overall hetghts established in the General Plan and the Zoning Code via a Special Permit application, That the proposed project uses a single architectural style, using consistent materials, architectural details, and massing techniques among the project's three Life Science/ Offlce buildings as well as the two parking structures; and That the proposed on-site landscaping, including the planting of 195 new trees on- site, will enhance this site that fronts on San Francisco Bay, Old Bayshore Highway, and Airport Boulevard. That the proposed project will significan y 2 ! RESOLUTTON NO. 2024-03.11-98 - CEQA improve the pedestrian and cyclist experience along the Bay Trail by providing a missing link of the trail, substantral new amenilies, public plazas, and open spaces along the Bay Trail that will be accessible to the public, and that the project will enhance shoreline resilience to and protection from sea-level flse. 2. That as shown on the development table and on the proposed plans, the project will be constructed on a parcelthat is adequate in shape, size, and topography to accommodate the proposed development; and 3. That the project is designed and arranged to provlde adequate consideration to ensure the public health, safety, and general welfare, and to prevent adverse effects on neighboring property in that the proposed project will encourage pedestrian activity through improvements to the sidewalk and streetscape on Old Eayshore Highway, multiple public plazas and amenities, and a new Bay Trail segment. Pedestrian paths will provide continuous access through the center of the site connecting Old Bayshore Highway to the Bay Trail and there would be direct access from Airport Boulevard to the southern plaza and then on to the Bay Trail. That while the proposed three, 1 1-story Office/R&D buildings and the two 1 0-1 0.5 story parking garages exceed the base 6s-foot height Iimit, the proposed prolect has been designed to respect and preserve the character of the Bayfront neighborhood in that the project site is located immediately adiacent to an existing g-story office building. While the new buildings at 11-stories will be a change to existing surface parking and low-rise development on this site, the project has been designed to increase view corridors over existing conditions, with the broad faces of the buildings oriented perpendicular to Old Bayshore Highway and the shorter faces facing the public street. While the proiect buildangs are somewhal taller than some nearby structures, the massing and scale is broken down to be similar to the frontage widths of surrounding buildings. Vertically, buildings are subdivided into several distinct massing ''segments" with architectural reveals, plane changes, and balconies separating one massing segment from the next; and That the proposed project will not be detrimental or injurious to property or improvements in the vicinity and will not be detrimental to the public health, safety, general welfare or convenience, since it is well articulated and includes high quality materials and will be compatible with buildlngs in the area that range in from two to 10 stories in height; the proposed modifjcation will allow additional height and result in a higher intensity office/research and development use that will allow the development to occur on smaller footprints, whrch opens space for the creation of larger public amenlties around the site with the public plazas, public paths and publicly accessible spaces including the redeveloped Bay Trail, two bay overlooks and an outdoor fitness area. The additional height will be consistent with character envisioned for the Bayfront district and that the proposed height of the building is consistent with the following goals and policies of the Burlingame General Plan: Goal CCS: Establish a cohesive design character for the Bayfront area that protects views to the waterfront, encourages biking and walking, accom modates water-based recreation and ferry service, and addresses sea level rise. 3 Soecial Permit Findinqs (Buildinq Heiqht): RESOLUTTON NO. 2024{3.11-98 - CEQA Policy CC-6.1: View Preservation. Ensure that new development preserves public views to the waterfront. Consider sightlines and viewsheds from Bayfront open spaces when planning future prolects. Policy ED-1.1: Diverse Building Types and Sizes. Encourage development of new office, research, and technology spaces to diversify the types of businesses in Burlingame, focusing specifically on the Rollins Road, Bayfront, and downtown areas. e ln d F oor ea Ratio with A roval of omm n That the proposed modrfication to standards respects and preserves the character of the neighborhood in which the project is located because the increased floor area ratio (FAR) is appropriately sited with frontage on Old Bayshore Highway and the increased density will integrate with the development encouraged in the BFC zoning district. Further, the project creates a reinvigorated commercial district that facilitates a design that accommodates greater open space and public improvements on-site and the proposed FAR is appropriate for this stte given the slte width and depth. The community benefits proposed improve the pedestrian and cyclist experience along Old Bayshore Highway and along the Bay Trail, provide substantial new amenities along the Bay Trail that will be accessible to the public, promote accessibility to the Bay Trail, and enhance shoreline resilience to and protection from sea-level rise and therefore respect and preserve the character of the neighborhood in which the project ts located; That the proposed project will not be detrimental or injurious to property or improvements in the vicinity and will not be detrimental to the public health, safety, general welfare or convenience because the 2.71 FAR prolect has been designed with adequate setbacks to neighboring properties to provide a buffer and is not anticipated to have any significant adverse impact on the environmental including on surrounding properties, sanitation, air quality, sewer or stormwater discharge, or water supply, and all public safety requirements will be addressed. The proposed development has been designed with landscape buffers and pedestrian amenities that complement the building design; and Goal CC-5: N4aintain and promote the Bayfront area as a premier destination along San Franclsco Bay for land- and water-based recreation, hospitality uses, creative industfleS, logastics support, water-based transit service, and local businesses that benefit from proximity to San Francisco lnternational Airport. Policy CC-5.1: Commercial Destinations. Support and encourage commercial uses along the waterfront that enliven the area and seNe as destinations for residents and visitors, rncluding hotels, restaurants, and entertainment venues. F n 4 That the proposed height of the building and the additional development capacity, wrth a Tier 3 developmenl a12.71 FAR, aligns with the following goals and policies in the General Plan: RESOLUTION NO. 2024{3.1 1 -gB4EQA Policy CC-6.3: lnfill Development. Encourage increased intensity through high- quality infill development on surface parking lots and support the conversion of surface parking lots into active commercial and hospitality uses. Policy CC-6.4: Design Character. Establish design standards that facilitate attractive interfaces between use types, enhance the public realm, and activate commercial districts. Priorilize pedestrian improvements and waterfront access. That the proposed vesting tentative map, together with the provisions for its design and improvement, is consistent with the Burlingame General Plan and consistent wtth the provisions of the Subdivision Map Act, and that the site is physically suited for the proposed type and density of development in that it provides a commercial development in an area identified as suitable for such use in the Zoning Code and General Plan, provides vehicular and pedestrian circulation to serve the project, and is consistent wth required development standards. that the project shall be built as shown on the plans submitted to the Planning Division date stamped September 25,2023 sheets ENT G-000-ENT G-400, sheets ENT AS-101- ENT AS-331, sheets ENT C-001- ENT C-903, sheets ENT INT-1 - ENT INT-4. sheets ENT L.OO1 _ ENT L.502, ShEEtS ENT SS-OO1 -ENT SS-010, ShEEtS ENT LT-101 . ENT LT- 104, sheets ENT A.BS-000 - ENT A.BS-332, sheets ENT A.BC-000 - ENT A.BC-332, ShCEtS ENT A.BN.OOO - ENT A,BN-332, ShEEtS ENT A.PS-OOO . ENT A,PS.331, ANd sheets ENT A.PN-OOO - ENT A.PN-331; that the project shall comply with all terms of the Development Agreement, as approved by Ordinance No. _ ("Development Agreement"). ln the event of a conflict between the Development Agreement and these conditions of approval, the Development Agreement shall control; For purposes of these conditions of approval, the capitalized terms "Phase" and "Building" shall have the same meaning as they do in the Development Agreement; that prior to issuance of a building permit for construction of the project, the project construction plans shall be modified to include a cover sheet listing all conditions of approval recommended by the Planning Commission and adopted by the City Council; which shall remain a part of all sets of approved plans throughout the construction process. Compliance with all conditions of approval is requtred; the conditions of approval shall not be modified or changed without the approval of the City Council, unless otheMise provided pursuant to Section 8.7 of the Development Agreement; 1 4 5 Vestano Tentative Mao Findinos: BE lT FURTHER RESOLVED by the Planning Commission of the City of Burlingame that the Planning Commission recommends that the City Council approve the applications for Commercial Design Review, Special Permits for Height and Development under Tier 3/Community Benefits, and Vesting Tentative Map subject to the following conditions of approval: Conditrons of Aooroval: 2. 5 6 RESOLUTTON NO. 2024-03.11-98 - CEQA that any changes to the srze or envelope of building, which would include changing or adding exterior walls or parapet walls, or changes to building materials, extenor finishes, windows, architectural features, roof height, and amount or type of hardscape materials shall be subject to Plannang Division, Planning Commission, or City Council review (provided that such review shall be consistent with the provisions of Article 8 of the Development Agreement); that construction shall not include impacl pile driving or blasting activities. Construction eq uipment Shall be consistent with the eq uipment evaluated in Section 4.1 1 of the project'S Environmental lmpact Report. Sheet piles shall be installed using a drilled, cast-in-place method, such as auger-cast or torquedown piles, or a vibratory hammer suspended from a crane for sheet plles comprising portions of the proposed sea wall; that the project shall pay all fees as required by the Development Agreement; that the project design measures outlined in the Water Suppty Assessment, dated September 2023, prepared by EKI Environment & Water lnc, shall be included on the plans submitted to the Building Division; including installing purple piping along the frontage of the project for the onsite irrigatlon system to allow for future recycled water usage; implementing the Prescriptive Compliance Option of the Model Water Efficient Landscaping Ordinance (MWELO - see California Code of Regulations Title 23, Chapter 2.7, Appendix D); installing 100% WaterSense labeled products, as available; and incorporate a minimum of four points under the Water Efficiency credit category under Leadership in Energy and Environmental Design (LEED) certification; that the proJect shall include the Transportation Demand Management (TDM) Measures as proposed in the Transportation Demand Management Plan, prepared by Fehr & Peers, dated August 2022; that a TDM annual reporl shall be prepared by a qualified professional and submitted to the City of Burlingame annually; with the initial, or baseline, commute survey report to be conducted and submitted one (1) year after the granting of a certificate of occupancy for 75 percent or more of the project and annually after that; that the City may consider whether the employer/tenant has made a good faith effort to meet the TDM goals and may allow the owner a six-month "grace period" to implement additional TDM measures to achieve the 20 percent vehicle trip reduction; that prior to the issuance of a certificate of occupancy, a covenant agreement shall be recorded with the San Mateo County Assessor and Recorder's Office to provide constructive notice to all future owners of the property of any ongoing programmatic 7 8 9 10 11 12. 6 13 that the TDM annual report shall provide information about the level of alternative mode- uses and in the event a 20 percent reduction in trip generatton compared to the standard rate estimated by the lnstitute of Transportation Engineers (lTE) Trip Generation Manual (1otn Edition) is not achieved, the report shall explain how and why the goal has not been reached; in such a circumstance the annual report shall identify a work plan, to be approved by the City of Burlingame, which describes additional or alternative measures for implementation that would be necessary to enhance the TDN1 program to attain the TDM goal of 20 percent reduction in tnp generation; 14 15 16. 17. 19 21 RESOLUTTON NO. 2024-03.1 1 -gB-CEQA requirements that discloses the requrred TDM provisions, and any conditions of approval related herein to compliance and reporting for the TDN']; that if the project will utilize shuttles under the jurisdiction of the Peninsula Traffic Congestion Relief Alliance (Commute.org), the employer/tenant shall coordinate with Alliance staff. that prior to issuance of a buildang permit for vertical construction, the applicant shall verify that the October 3, 2023 FAA Determination of No Hazard to Air Navigation for the proJect is still current and has not expired (April 3, 2025) and if expired, a new FAA Determination of No Hazard to Air Navigation shall be submitted to the City of Burlingame prior to building permit issuance for vertical construction; that prior to demolition or grading permit issuance, the applicant shall provide evidence of approval of demolition or grading from the Bay Conservation and Development Commission (BCDC); the applicant may apply for an at-risk demolition or at-risk grading permit for the demolition and removal of the existing structures and grading or earth moving on the site prior to providing evidence of approval from the Bay Conservation and Development Commission (BCDC); that prior to building permit issuance, the applicant shall provide evidence of projecl approval for all Bay Trail improvements from the BCDC; that the applicant shall receive and provide evidence of approval ftom Caltrans for improvements proposed to the intersection at the US-101 Offramp and Old Bayshore Highway prior to building permit issuance; that the project applicant, in consultalion with a qualified wind consultant, shall develop and incorporate into the Project design wind-reduction features at Locations B and C (indicated Figure 4.1-16 in the EIR) to reduce the speed of, and potentially avoid, uncomfortable and potentially unsafe wind speeds. Wind reduction features may include installation of some combination of canopies and/or trellises on the buildings to deflect downwashing winds, and/or vertical wind screens to shield pedestrians from uncomfortable and potentially hazardous winds; that a Protected Tree Removal Permit shall be required from the City of Burlingame Parks Drvision to remove any existing protected size trees on the subject property and that the project shall comply with the Tree Protection and Reforestation Ordinance as adopted by the City of Burlingame and enforced by the Parks Division; complete landscape and irrigation plans shall be submitted at the time of building permit application for vertical construction; that street trees shall be planted as shown in Exhibit A to the entitlement resolution, assuming that the City is able to exercise its rights within respective franchise agreements to relocate the utilities in conflict with the planned street lrees and improvement along Old Bayshore Highway as part of the Old Bayshore Highway Corridor Feasibility Study. Once the utilities have been relocated, it is expected the will plant street trees in accordance with the following: 7 18. 20 23 24 25 26 RESOLUTTON NO. 2024-03.1 1 -9B-CECI,A a. Street trees shall be planted in theCity right-of-way along Old Bayshore Boulevard, as many as can be placed in accordance with City standards. Placement and spacing subject to City approval, aiming for even spacing between 25 -30'. b. Trees shall be healthy stock and of standard form. c. Trees shall be 24-inch box size specrmens. d. Species shall be Platanus acerifolia'Columbia'. e. Trees shall be double staked with bubbler inigation supplied to each root ball (as specified in the attachment). Should it be determined by the City that the utilities in conflict are not able to be relocated in entirety or should the City determine utilities cannot be relocated at the time of the approval of the encroachment permit for offsite improvements, the Developer agrees to pay an in-lieu fee for each street tree not planted prior to Certificate of Occupancy. The in- lieu fee shall be a total of $3,600 per tree for each of the twenty-two (22) street trees not planted in the City right-of-way along Old Bayshore Highway; that the applicant shall install shoreline infrastructure to the full elevation specified in the City of Burlingame Map of Future Conditions with the finished floor elevations being raised to 16-feet and public open spaces raised to 17jeet as detailed on the plans submitted to the Planning Drvision date stamped September 25, 2o23,lhal prior to issuance of a building permit for the superstructure, the applicant shall execute an agreement with the City identifying the landowners', landowners' assignee(s), or owners' association's ongoing maintenance obligations for the shoreline infrastructure approved as parl of the development; that prior to issuance of a building permit for the superstructure, a licensed professional engineer retained by the applicant shall certify that the design, specifications, and plans for the construction of shoreline infrastructure are in accordance with FEMA's requirements in Title 44, Section 65.'10 of the Code of Federal Regulations (or a similar relevant Title and Section of the Code, if updated) as of the Application Date; that the applicant shall submit and obtain separate approval of permits for a Comprehensive I\,4aster Signage Plan with clear Public Access signage; that prior to building permit issuance for each Building, the applicant shall dedicate a Public Access easement over any trails or other required public access areas shown on the Vesting Tentative Map included in that Building's Phase of the project. The term of the easements shall be in perpetuity; that prior to building permit issuance, a cross access easement for vehicle circulation and access to parking between parking garages located on Lots 1 and 6 and buildings located on lots 2, 5, and 7 (lot numbering shown on Sheet ENT C-301) shall be recorded with the San Mateo County Assessor and Recorder's Office and a copy ofthe recorded documents 27 22. that the applicant shall submjt a topographic survey ofthe property, such as a LiDAR or field survey, prepared by a licensed professional land surveyor after completion of site grading and prior to Certificate of Occupancy for each Phase and for every one of the proposed Buildings. Such survey shall be at the landowner or applicant's expense and shall be conducted in consultation with City staff to be approved as compliant with City survey standards; 8 28 29 30 RESOLUTTON NO. 2024-03.1 1-98-CEQA that the following public amenities, shown on sheets ENT AS-171 - ENT-AS-I74, shall be owned, operated, and maintained by the developer, property manager, owners' association or successor in interest in accordance with a maintenance plan to be reviewed and approved by the Community Development Director prior to the approval of the certificate of occupancy for the Building in the Phase with which such amenities are delivered. a. the public restroom in the southern parking garage b. the airplane viewing platform in the southem parking garage c. the shoreline exploration area d. the nature discovery playground e. the outdoor fitness areaf. the two bay overlook areas on either side of Easton Creek g. the public plaza h. the performance area and community gathering spacei. the picnic plaza and evenl lawnj. the bay trail Public access to public amenities shall be provided. Clear signage shall be provided to indicate public access is allowed, and all public amenities shall be made available to the public from, at minimum, 7 am lo7 pm, 7 days per week; that the areas and improvements within publrc amenity areas shall be maintained by and at the expense of the property owners or their assignees, or by an owners' association. Such maintenance shall include, but is not limited to. repairs to all path surfaces; replacement of any plant matenals that die or become unkempt; repairs or replacement as needed of any public access amenities such as signs, benches, trash containers, and lights; periodic cleanup of litter and other matenals deposited within the access areas; removal of any encroachments into the access areas; assurance that the public access signs remain in place and visable; and repairs to any public access areas or improvements that are damaged by future subsidence oT uneven settlement, floodang, to protect and ensure the usability of the public access areas and improvements at all times. Within 30 days after notification by the City and/or BCDC staff, the property owners, their assignees, or the owners' association shall conect any mainlenance deflciency noted in a staff inspection of the site. The permittees shall obtain approval by or on behalf of the BCDC of any maintenance that involves more than in-kind repair and replacement; that pnor to building permit issuance for each Phase, the applicant shall submit a property maintenance and management plan for that Phase, which shall include but not be limited to: a. General cleaning of litter and debns on-site. b. Maintenance of all exterior building materials. c. Maintenance of all landscaping. d. Maintenance of all stormwater treatment and drainage measures- e. Maintenance of all shoreline infrastruclure. f. Maintenance of all public access and fire lanes; that if the City determines that the structure interferes with City communications in the City, the property owner shall permit public safety communications equipment and a wireless access point for City communications to be located on the structure in a location to be agreed upon by the City and the property owner where the public safety I 31 shall be sent to the City Engineer; 34 a.) 36 JO RESOLUTTON NO. 202443.1 1 -gB-CEQA communications equipment will function at a satisfactory level or better. The applicant shall provide an electrical supply source for use by the equipment. The applicant shall permit authorized representalives of the City to gain access to the equipment location for purposes of installation, maintenance, adjustment, and repair upon reasonable notice to the property owner or owner's successor in interest. This access and location agreement shall be recorded in terms that convey the intent and meaning of this condition; that the prolect shall comply with the Construction and Demolition Debris Recycling Ordinance which requires affected demolition, new construction and alteration projects to submit a Waste Reduction Plan and meet recycling requirements; any partial or full demolition of a structure, interior or exterior, shall require a demolition permit, that demolition or removal of the existing structures and any grading or earth moving work shall be required to comply with all the regulations of the Bay Area Air Quatity Management District (BAAQMD), the Bay Conservation and Development Commissaon (BCDC), and Caltrans; that dur ng construction, the applicant shall prov de fencing (with a fabric screen or mesh) around all portions of the project site affected by the project Phase(s) under construction to ensure that all construction equipment. materials and debris is kept on site; that construction access routes shall be limited in order to prevent the tracking of dirt onto the public right-of-way, and that off-site paved areas and sidewalks are cleaned; that the applicant shall prepare a construction staging and traFfic control plan for the duration of construction for review and acceptance by the City Engineer prior to the issuance of a building permit for vertical construction; the construction staging plan shall include construction equipment parking, construction employee parking, timing and duration of various Phases of construction and construction operations hours; the staging plan shall address public safety and shall ensure that worker's vehicles and construction equipment shall not be parked in public parkang areas with exceptions for construction parking along the street frontages of the project site; that the project applicant and its construction contractor(s) shall develop a construction management plan (CIr,1P) for review and approval by Public Works Engineering. The plan must be consistent with the Development Agreement and must include at least the following items and requirements to reduce, to the maximum extent feasible, traffic and parking congestion during constructioni A set of comprehensive tramc control measures, including scheduling of major truck trips and deliveries to avoid peak traffic hours, detour signs if required, lane closure procedures, signs, cones for drivers, designated construction access routes, and safe pedestrian traffic routing measures; ldentiflcation of haul routes for movement of construction vehtcles that would minimize irnpacts on motor vehicular, bicycle and pedestrian traffic, circulation and safety, and specifically to minimize impacts to the greatest extent possible on streets in the project area; a b that storage of constructaon materials and equipment on the street or in the public righlof- way shall be prohabited; .10 c d RESOLUTTON NO. 2024-03.1 1-98-CEQA that if construction is done during the wet season (October 1 through April 30), that prior to construction during the wet season the developer shall implement a winterization program to minimize the potential for erosion and polluted runoff by inspecting, maintaining and cleaning all soil erosion and sediment control prior to, during, and immediately after each storm even; stabilizing disturbed soils throughout temporary or permanent seeding, mulching matting, or tarping; rocking unpaved vehicle access to limit dispersion of mud onto public right-of-way; covering/tarping stored construction matenals, fuels and other chemicals; that trash enclosuTes and dumpster areas (except temporary enclosures or areas during construction) shall be covered and protected from roof and surface drainage and that jf water cannot be diverted from these areas, a self-contained drainage system shall be provided that discharges to an interceptori that this project shall comply with the state-mandated water conseNation program, and a complete lrrigation Water Management and Conservation Plan together with complete landscape and inigation plans associated with each project Phase shall be provided at the time of building permit application for vertical construction of that Phase; that the applicant shall comply wrth Ordinance 1503, the City of Burlingame Storm Water [,4anagement and Discharge Control Ordinance; that this proJect shall comply with Burlingame Municipal Code Section 25.31 .1 00, Outdoor Lighting and lllumination; that all project exterior lighting, except roadway and select site lighting needed for public safety, would be required to be controlled with an astronomic timeclock to reduce brightness levels or turn off select lights at either 10 pm (facade lighting)or 12 midnight (non-essential site lighting). Parking garage lights shall operate with occupancy sensors to dim Iights to 50 percent level during periods of inactivity, including rooftop parking areas. ln addition, all lights in the parking garage for vehicular circulation and parking areas shall be full-cutoff fixtures with no light emitted above horizontal. Parking garage light fixtures shall be located/designed to prevent light spillage beyond the garage footpnnt and include glare shield accessories to mitigate glare from light sources; that the project shall meet all the requirements ol he 2022 Calitornia Building and Uniform Fire Codes, as amended by the City of Burlingame and the current Building Codes that are in effect at the time of bu ilding permit submittal, as amended by the City of Burlingame; e 40. 43 44 45 '11 Notifjcation procedures for adjacent property owners and public safety personnel regarding when major deliveries, detours, and lane closures would occur; Provisions for monitoring surface streets used for haul routes so that any damage and debns attributable to the haul trucks can be identified and conected by the project applicant; and Designation of a readily available contact person for construction activities who would be responsible for responding to any local complaints regarding traffic or parking. This coordinator would determine the cause of the complaint and, where necessary, would implement reasonable measures to correct the problem; 39. 41. 48 The following conditions shall be met during the Building lnspec{ion process prior to the inspec{ions noted in each condition: 46. that prior to scheduling the foundation inspection a licensed surveyor shall locate the property corners, set the building envelopes; 47.that prior to the underfloor frame inspection the surveyor shall certify the first-floor elevation of the new structures; 49 that prior to final jnspection, Planning Division staff will inspect and note compliance of the architectural details (trim materials, window type, etc.)to verify that the project has been built according to the approved Planning and Building plans; Public Works: Prior to Building Permit lssuance 50. Based on the scope of work, this is a "Type lV" project that requires a Stormwater Construction Pollution Prevention Permit. This permit shall be required prior to issuance of a Building Permit. An initial field inspection shall be required prior to the start of any construction (on private property or in the public right-of-way); As this project site is within the Flood Zone, each Building shall prepare an "elevation cerliflcate" using FEMA standard forms to demonstrate that the proposed buildings are elevated above the FEMA base elevations and submit a FEMA Conditional Letter of Map Revision for Fill (CLO[/R-F) application to remove the parcel out of the Special Ftood Hazard Area (SFHA). lf the applicant is unable to submit the CLOMR-F application prior to issuance of the certificate of occupancy for each Building, applicant must provide security, which can take the form of a security deposit of at least $500,000 or a letter of credit of equal amount to Public Works Engineering to be held until such time that the applicant €n submit the FEt\4A CLON4R-F application; A stormwater maintenance agreement shall be recorded with the County for all c3 treatment measures. This agreement must be recorded prior to building permit signoff; Provide a letter from Recology indicating that the proposed trash room sizes are sufficient to service the development; Driveway and sidewalk approaches shall be at least 12' above the flow line of the frontage curb rn the street to prevent overflow of stormwater from the street into private property; Submit an erosion control plan. This plan shall include, but not be limited to, delineation of area of work, show primary and secondary erosion control measures, protection of creek or storm drain inlets, perimeter controls, protections for construction access points, and sedrment control measures, 52 53 54 55 12 RESOLUTION NO. 2024{3.1,I.98-CEQA that prior to scheduling the roof deck inspections, a licensed surveyor shall provide surveyed elevations of the height of the roof deck and parapet and provide certification of that height to the Burldrng Drvrs'on: 51 RESOLUTTON NO. 2024-03.1 1 -98-CEQA Subgrade parking is shown to be constructed near the property line. lf excavation method is by means of tie-backs, a shoring and tieback agreement shall be required for any encroachment into the city's righ!of-way; A flood contingency plan is required for the garages construcled below the base flood elevation. Review and approval of the plan is required prior to building permit final; Any nonstandard sidewalk detaals that are constructed jn the public right-of-way will require a maintenance agreement with the City as responsibility will be borne by the property owner, their assignee(s), or an owners' association; Project wi I be assessed sewer and water capacity charges based on the size of the domestic water mete(s) per the lee schedule at time of building permit issuance; This project is in the flood zone and must show evidence of floodproofing all structures/utilities that will be inundated as well as provtde a flood contingency plan for the occu pants; A photometric study shall be required to confirm the prolect is providing sufficient amount of vehicular and pedestrian lighting at a minimum of 0.5FC. Any deficiencies, the prolect will be required to sponsor the addition of street lights; All water meters shall be located outside the property line, or inside the property within a public utility easement; The City will review fire hydrant localion and determine if they will be private or public hydrants on a case-by-case basis during the building permit review Phase; RP back flow device is required for flre service lines connected to the reservoir; Applicant shall enter into a Subdivision lmprovement Agreement prior to Final Map approval, which ensures completion of all proposed off-site public jmprovements. Such Subdivision lmprovement Agreement shall, at minimum, require completion of the following improvements prior to issuance of certificate of occupancy for the first Building: all underground utility improvements, street rehabilltation, street lighting, signage, curb, gutter, sidewalk, and landscape improvements as shown on and proposed in the civil, landscape, and joint trench entitlement plans; Project will be required to construct the following streetscape elements withrn the project frontage to the median as shown on sheets ENT C-400, ENT C-401, ENT C-701, ENI L- 69 13 56 57. to 59. 60. 61. 62. bJ 64. 65. bb 67. 68. The development will trigger sewer and waler capacity fees_ These fees will be determined during the building permit Phase and remitted priorto building permit release; Development will require multtple state and federal agency (Caltrans, Water Board, Fish and Wildlife, and Army Corp, as applicable) input and approval letters prior to issuance of the site work permiti Along with the required Public Works Encroachment Permit, this project will have a Public Works Conditions and Requirements, outlining the construction requirements and post- construction items for final permit approval; 101, ENT LT-102, and ENT LT-103, which sheets are generally consislent with the Old Bayshore Highway Conidor Feasibility Study: Ctass lV protected bike tane, roadway resurfacing and restriping, 5'wide planted strip inboard of the curb, 6' wide sidewalks, bus pull-outs and a bus shelter, high-visibility crosswalks, high-low streeflights (spaced as required to maintain public safety and appropriate light levels on the roadway per IES recommended practice), bay trail connection paths, and stormwater treatment; Stormwater: Prior to Building Perm t lssuance 70. The project is required to comply wtth Provisron C.3 of the San Francisco Bay Municipal Regional Stormwater NPDES Permit and must manage stormwater with Low lmpact Development control measures, such as bioretention areas, flow{hrough planters, rain barrels or cisterns, green roofs, pervious pavement, or other stormwater treatment measures designed to infiltrate or detain stormwater runoff. Public righlof-way areas in front of development projects that are redeveloped as part of the project must be included in the impervaous surface calculations and runoff must be treated from those areas. Projects that involve demolition of a building will need to ensure that polychlorinated biphenyls do not enter the storm drains per t\,4unicipal Code Chapter 15.15 Managing PCBS during Building Demolition Projects Ordinance. Project applicants must complete, sign, and return the PCBs Screening Assessment Form before issuance of the buildingpermit as part of the plan review process, the form is available at www.burlingame.org/stormwaterdevelopment. For assistance with completing the form, please review the PCBS in Priority Building Materials Applicant Package, which is also available at the website referenced above; ensure that all stormwater treatment areas outlined in the cavil plans are also shown consistently on the landscape plans; 73 The building permit application plans shall show the marking of the words "No Dumping! Flows to Bay" or equivalent on all storm drarn inlets surrounding and within the project site consistent with the San Mateo Countywide Water Pollution Prevention Program's C.3 Regulated Projects Guide; 74.Trash storage areas (including recyclables and compostables or similar areas), wash areas, loading docks, repair/maintenance bays, and equipment or material storage areas shall be completely covered and bermed to ensure lhal no stormwater enters the covered area. Covered areas shall be graded so that spills and washwater flow to area drains connected to the sanitary sewer system, subject to the local sanitary sewer agency's authonty and standards; lnterior level parking garage floor drains, and any other interior floor drains, shall be connected to the sanitary sewer system; Fire sprinkler test waster shall discharge to onsite vegetated a[eas, or alternatively shall be discharged to the sanltary sewer system; Aar conditioning condensale shall drain to landscaping, or alternatively may be connected to the sanitary sewer system; 75 72 tb 77. 14 RESOLUTION NO.2O24{3.1 1.98-CEQA 71 RESOLUTTON NO. 2024-03.1 1.-98-CEQA 78.All construction projects, regardless of size, must prevent stormwater pollution from constructlon-related activities. Project applicants shall ensure that all contractors implement appropriate and effective Best l\4anagement Practices (BMps) during all Phases of construction, including demolition. When submitting plans for a building permit, please include the Construction BN,IP plan sheet. An electron c file is available at: www. bu rlingame. org/stormwaterdevelopm ent i 79 Since the prolect will disturb one (1)or more acres of soil, the project must obtain coverage under the Construction General Permit from the State Water Resources Control Board. When submitting plans for a building permit, please include the project s WDID # and a copy of the Notice of lntent (NOl) for Construction Genera Permit coveragei 80 Post-construction treatment measures must be designed, installed, and hydraulically- sized to treat a specified amount of runoff. The project plan submittals shall identify the owner and maintenance party responsible for the ongoing inspection and maintenance ofthe post-construction stormwater treatment measures. A completed, notarized Stormwater Treatment Measure Maintenance Agreement shall be submitted to the City prior to the issuance of a final construction inspection; Building: Prior to Building Permit lssuance 81. All elements on the site must be accessible including all exterior paths of travel, usable exterior spaces such as the outdoor terraced seating area. The accessible path of travel must connect to all entrances of the buildings; 82- For the truck parking area within the buildings for loading and unloading, a fuel loading analysis must be provided to verify level ol nazad and mitigating measures; 83. lf occupied roof terrace on level 1 1 of the North or Center Buildings have an occupant load over 100, one of the two exits shall go through a one-hour corridor leading to the staar, 84. Provide a narrative describing how the garage levels will be ventilated per CMC 403.7. lnclude information on where garage exhaust will terminate as garage exhaust is considered environmental air and shall comply with CMC 502.2.1 ; 85. Elevator car shall be able to accommodate an ambulance stretcher, 24" x 84' , per CBC 3002.4 and 3002.4a. 86 87. oo 89. High rise buildings of Risk Category lll must comply with Section 403.2.3; Fire service access elevators complying with Section 403.6.1 shall be provided; Provide two completed copies of the Mandatory Measures with the submittal of building permit plans for Building Code compliance plan check. ln addition, replicate this completed document on the plans. Note: On the Checklist a reference must be provided that andicates the page of the plans on which each Measure can be found. BMC 18.30,040, 18.30.045 & 18.30 050; 15 Roof deck shall be designed with a live load of 1.5 times the live load for the area served and not required to exceed 100 psf. CBC Table 1607.1; RESOLUTTON NO. 2024-03.1 1 -gB-CEQA 90 Provide two completed copies of the (N) Non-Residential Reach Code Checklist underthe City's 2020 Reach Code with the submittal of building permit plans for Buitding Code compliance plan check. ln addition, replicate this completed document on the plans. Note: On the Checklist a reference must be provided that indicates the page of the plans on which each Measure can be found. Eurlingame Ordinance 1981. Nonresidential Buildings. htto:/i www. burlin oa me. o rol reachcode Fire: Prior to Building Permit lssuance 91 . The project shall comply with the Alternate Means of Protection/Materials/Methods of Construction issued by Central County Fire dated September 12,2023, with the following mitigations: . Upgrade both Parking Structures to Construction Type 1A. Extend all egress stairs in buildings and parking structures up to the roof in stairwell penthouse enclosureso Add Fire Command Centers on the ground level of both Parking Structures, with sidewalk access. Provide layby lanes sized for fire truck use, with no parking signage, near each of the building lobbieso In Building typical floors (designed for B and L use), upgrade sprinkler density to Ordinary Hazard Group 2; 92 that the Alternate Means of Protectior/Materials/Method s of Constructlon issued by Central County Fire dated September 12,2023, with mitigations, shall be inctuded in the project construction plans which shall remain a part of all sets of approved plans throughout the conslruction process. Compliance with all mitigations is required and shall not be modified or changed without the approval of Central County Fire; that prior to formal submittal of the encroachment permit application by the City on behalf of the applicant for the project's improvements proposed to the intersection at the US-'101 Offramp and Bayshore Highway, the applicant shall receive approval from Central County Fire that the design of such improvements does not impede emergency response routes or vehicles, and that following approval from Caltrans for such improvements, the applicant shall include reflective paint and/or other means in the design and construction of the two medians proposed to make them clearly visible, particularly during evening and early morning hours to avoid conflicts with motorists, All buildings are determined to be high rise buildings. All CBC/CFC requirements for high rise buildings shall apply, 95 Project summary states plans are being submitted as a Group B occupancy but Group L requirements are being incorporated. Building permit plans must be specific to L requirements for infrastructure, mechanical spaces, etc.; 94 96 16 93. The building shall be equipped with an approved NFPA 13 sprinkler system. Sprinkler drawings shall be submitted and approved by the Central County Fire Department prior to installation, 98 97 99 100 101 102 103 104 105 106 Parks: 107. RESOLUTTON NO. 2024{3.1 1-9B-CEQA The fire sprinkler system shall be electronically monitored by an approved central receiving station; The applicant shall ensure proper drainage in accordance with the City of Burlingame Engineering Standards is available for the fire sprinkler main drain and inspector test on the building plumbing drawings. These items may drain directly to landscape or in the sewer with an air gap; The fire protection underground water line shall be submitted and approved by the Burlingame Building Department prior to approval of aboveground fire sprinkler permit and fire standpipe system by the Central County Fire Department; The buildings shall be equipped with an approved Class lll NFPA 14 Standpipe System. The standpipe system shall be submitted and approved by the Central County Fire Department prior to installation. Outlets shall be located on the intermediate stair landing of each floor; A UL listed and certified manual and automatic fire alarm system shall be installed throughout the buildings; Approved emergency radio communication capability is requared throughout the buildings.lf building construction/layout cannot accommodate required radio communication strength, an emergency responder radio coverage system is required throughout. Permit required to be obtained through the Central County Ftre Dept. prior to installation. Riser wiring survivability rating shall be the same as interior wall ratings. lnfrastructure should be designed for this rated shaft, alternates for this requirement will not be approved later in lieu of the rated shaft. Due to the proximity of the buildings, a single exterior antenna should be used to reduce potential frequency interference; Phase I & ll elevator recal for firefighter emergency operation shall be required; Elevator shunt trip (causing loss of power) is not allowed. Sprinkler head at top of elevalor shaft and in machine room not allowed. Elevator machine room must be constructed of the same rating as the elevator shaft; Provade a fire pump in accordance with NFPA 20 and secondary water supply as required per CBC 403.3.3; New landscape plan shall meet the Water Efficient Landscape Ordinance (WELO). Submit non-residential checklist for review with the building permit submittal. lrrigation Plans shal be required as part of the building permat submittal; All buildings shall have a Knox key box for emergency Fire Dept. access. 17 RESOLUTION NO. 2024{3.1 1.9B 4EQA The following conditions of approval are mitigation /reasures that the project wilt be required to comply with as identified in the Environmental lmpact Report prepared lor the proiect: 108. Mitigation Measure AIR-1a: Construction Emissions Minimization. During project construction, the construction contractor shall comply with the BAAQMD's currenl bastc control measures for reducing construction emissions of fugitive PM10 and pM2.5. The construction contractor shall comply with the following: . All exposed surfaces (e.9., parking areas, staging areas, soil piles, graded areas, and unpaved access roads) shall be watered two times per day. All haul trucks transporting soil, sand, or other loose material offsite shall be covered. All visible mud or dirt track-out onto adjacent public roads shall be removed using wet power vacuum street sweepers at least once per day. The use of dry power sweeping is prohibited. Al vehicle speeds on unpaved roads shall be limited to 15 mph. All roadways, driveways, and sidewalks to be paved shall be completed as soon as possible. Building pads shall be laid as soon as possible after grading unless seedang or soil binders are used. ldling times shall be minimized either by shutting equipment off when not an use or reducing the maximum idling time to 5 minutes (as required by the California airborne toxics control measure Title 13, Section 2485 of California Code of Regulations [CCR]). Clear signage shall be provided for construction workers at all access pornts. All construction equipment shall be maintained and properly tuned in accordance with manufacturer's speclfications. All equipment shall be checked by a certified mechanic and determined to be running in proper conditton prior to operation. Post a publicly visible sign with the telephone number and person to contact at the Lead Agency regarding dust complaints. Ths person shall respond and take corrective action within 48 hours. The BAAQNID phone number shall also be visible to ensure compliance with applicable regulations; 1 09 Mitigation Measure AIR-1b: Off-Road Equ ipment Tiers. Att construction equipment above 50 horsepower shall either be powered by electricity, or meet or exceed either EpA or CARB Tier 4 Final off-road emission standards if they are powered by diesel; 'l 1 0. M itigation Measure AIR-1c: Haul Truck Tiers. During Project construction, on-road haul trucks shall be equipped with 2010 or newer model year engines; 111 . Mitigation Measure AIR-1d; Exterior Paint The exteriors of the life scaence/office bualdings will not be painted; rather, the exteriors shall entirely consist of glass, concrete or coated materials painted at the time of fabrication at an offsite facility; 18 RESOLUTION NO. 2024.03.1 l.gBCEQA 112. Mitigation Measure AIR-1e: lnterior Paint. During Project construction and operation, the Project applicant shall use super-compliant architecturalcoatings during construction, and during operations that occur concurrent with construction for all bu ldings, which shail have volatile organic compound (VOC) content that meet South Coast Air Quality 1,"'lanagement District (SCAQr\4D) Rule 1113 Architectural Coatings as revised on February 5, 2016; 113 Mitigation Measure AIR-2: Zero-Emission Landscaping Equipment. During Project operation, zero-emission landscaping equipment shall be used over conventional gasoline-fueled counterparts. The requirement for zero-emission landscaping equipment shall be included in the Pro.iect's landscaping maintenance agreement; 114 Mitigation Measure BIO-1a: Worker Environmental Awareness Training. Personnel involved in outfall replacement and bridge construction over Easton Creek shall be trained by a qualified biologist (experienced in construction monitoring, as approved by the City/Agency) in the importance of the marine environment to special-status fish and other aquatic animals, and the environmental protection measures put in place to prevent impacts to these species, their habitats, and EFH. The training shall include, at a minimum, the following. . A review of the special-status flsh and other aquatic animals, and sensitive habitats that could be found in or downstream from work areas I\4easures to avoid and manimize adverse effects to special-status fish and other aquatic animals, their habitats, and EFH. 115 . A review of all conditions and requirements of environmental permits, reports, and plans (e.9., USACE permits); Mitigation Measure BIO-1b: Seasonal ln-Water Restrictions, ln-water work for outfall replacement shall be conducted between June 1 through November 30, based on the standard work windows for steelhead and Pacific herring. lf completion of in-water work within this period is not feasible due to scheduling issues, new timing guidelines shall be established and approved by NMFS and CDFW prior to initiation of in-water work; 1 16. Mitigation Measure BIO-1c: Fish Exclusion at Dewatering Sites. Prior to outfall replacement, Construction contractor shall install cofferdams to dewater the work areas. Cofferdams must be constructed with materials to effectively dewater the work area (e.9., inflatable rubber dams, sheet piles, or other materials). lf inflatable rubber cofferdams are used, they must be installed at low tide when the work area is fully drained. lf sheet pile cofferdams or other materials are used, the two sidewalls of the cotferdam must be placed first, followed by the final wall of the cofferdam on the downslope side (closest to the Easton Creek centerline). The final wall must be placed at low tide to minimize the amount and depth of water present within the cofferdam. Just before the final wall is installed, if water is present within the coffer dam, qualified biologists may use nets (with a maximum mesh size of 9.5 millimeters) to exclude fish from the construction area. At low tide, qualified biologists shall walk from the upper edge of the work area to the lower edge of the work area with a seine stretched across any wetted portion of the work area to encourage fish to move out of the construction area through the gap where the final wall would be installed. When the lower end of the construction area is reached, a block net would be installed in that gap to prevent fish from moving back into the cofferdam. This 19 117 procedure shall be repeated until no fish remain in the dewatered area. The final sheet pile must then be installed. Upon completion of in-water work activities, coffer dams shall be removed in a manner that would allow flow to resume with the least disturbance to lhe substratei Mitigation Measure BIO-1d: Nesting Bird Protection Measures. Nesting birds and their nests shall be protected during construction by use of the followrng measures: a, The construction contractor shall conduct initial vegetation removal, tree trimming and removal, ground disturbance, and demolition of existing buildings outside the bird nesting season (February 1 to August 31); b. lf vegetation removal, tree trimming and removal, ground disturbance, and demolition of existing buildings during the nesting season cannot be fully avoided, a qualified wildlife biologist (as determined by CDFW) shall conduct pre- construction nesting surveys during the bird nesting season seven (7) or fewer days prior to the start of such activities or after any construction breaks of 14 days or more. Surveys shall be performed for the Project site, vehicle and equipment staging areas, and suitable habitat within 250 feet in order to locate any active passerine (songbird) nests and within 500 feet of these individual sites to locate any active raptor (bards of prey) nests. lf aclive nests are located during the pre-construction nesting bard survey, the qualified wildlife biologist shall evaluate rf the schedule of construction activities could affect the active nests and the following measures shall be implemented based on their determanataon: lf construction is not likely to affect the actlve nest, construction may proceed without restriction; however, a qualified biologist shall regularly monitor the nest at a frequency determined appropriate for the surrounding construction activity to confirm there is no adverse effect. Spot-check monitoring frequency would be determined on a nest-by-nest basis considering the particular construction activity, duration, proximity to the nest, sensitivity of the species to disturbance, and physical barriers that may screen activity from the nest. The qualified biologist may revise his/her determination at any time during the nesting season in coordination with the City of Burlingame. b. lf ( is determined that construction may affect the active nest, the qualifaed biologist shall establish a no-dasturbance buffer around the nest(s) and all project work shall halt within the buffer until a qualified biologist determines the nest is no longer in use. Typically, these buffer distances are 250 feet for passerines and 500 feet for raptors; however, the buffers may be adjusted due to the pre- construction disturbance level and/or if an obstruction. such as a building, is within line-of-sight between the nest and construction, c. N,lodifying nest buffer distances, allowing certain construction activities within the buffer, and/or modify ng construction methods in proximity to active nests shall be done at the discretion of the a 20 RESOLUTION NO. 2024-03.1 1 -98-CEQA 118 RESOLUTTON NO. 2024-03.1 1 -98-CEQA qualified biologist and in coordination with the City of Burlingame, who would notify CDFW. d. Any work that must occur within established no-disturbance buFfers around active nests shall be monitored by a qualified biologist. lf adverse effects in response to project work within the butfer are observed and could compromise the nest, work within the no- disturbance buffe(s) shall halt until the nest occupants have fledged. Any birds that begin nesting within the Proiect stte and survey buffers amid construction activities shall be assumed to be habituated to construction- related or similar noise and disturbance levels and no work exclusion zones shall be established around active nests in these cases, however, should lhese nesting birds begin to show disturbance associated with construction activities that could result in nest failure, no-disturbance buffers shall be established as determined by the qualified wildlife biologist; Mitigation Measure BIO-1e: Avoidance and Minimization Measures for Bats. A qualified biologist (as defined by CDFW)who is experienced with bat surveying techniques (including auditory sampling methods), behavior, roosting habitat, and identification of local bat species shall be consulted prior to initiation of construction activities to conduct a pre-construction habitat assessment of the ProJect site to characterize potential bat habitat and identify potentially active roost sites. No further action is required should the pre-construction habitat assessment not identify bat habitat or signs of potentially active bat roosts within the Project site (e.9., guano, urine staining, dead bats, etc.). The following measures shall be implemented should potential roosting habitat or potentially actrve bat roosts be identified during the habitat assessment in buildings to be demolished or relocated, or in trees adjacent to construction activities that could be trimmed or removed within the study area: a. ln areas identified as potential roosting habitat during the habitat assessment, initial building demolition, relocation, and any tree work (trimming or removal) shall occur when bats are active, approximately between the periods of March 1 to April 15 and August 15 to October 15. These periods avoid the bat maternity roosting season and period of winter torpor. b. lf construclion occurs during the roosting season, the qualified biologisl shall conduct pre-construction surveys of potential bat roost sites identified during the initial habitat assessment no more than 14 days prior to buildtng demolition or relocation, or any tree tnmming or removal. c. lf active bat roosts or evidence of roosting is identified during pre-construction surveys for building demolition or tree work, the qualifled biologist shall delermine, af possible, the type of roost and species. A no-disturbance buffer shall be established around roost sites until the start of the seasonal windows identified above, or the qualified biologist determines roost sites are no longer active. The size of the no-disturbance buffer would be determined by the qualified biologist and would depend on the species present, roost type, existing screening around the roost site (such as dense vegetation or a building), as well as the type of construction activaty that would occur around the roost site. 1 '19 120 RESOLUTTON NO. 202443.1 1-98{EQA d. Buildings and lrees with potential bat roosting habitat or active roosts shall be disturbed only under clear weather conditions when precipitation ls not forecast for three days and when daytime temperatures are at least 50 degrees Fahrenheit. e. The demolition of buildings containing or suspected to contajn potentiat bat roosting habitat or active bat roosts shall be done under the supervision of the qualified biologist during daytime. When appropriate, buildings shall be partialty dismantled to significantly change the roost conditions, causing bats to abandon and not return to the roost, likely in the evening and after bats have emerged from the roost to forage. Under no circumstances shall active maternity roosts be disturbed until the roost disbands at the completion of the maternity roostang season or otherwise becomes inactive, as determined by the qualified biologist. Tnmming or removal of existing trees with potential bat roosting habitat or active (non-maternity or hibernation) bat roost sites shall follow a two-step removal process (which shall occur during the time of year when bats are active, according to a) above. i. On the first day and under supervision of the qualified biologist, tree branches and limbs not containing cavities or fissures in which bats could roost shall be cut using chainsaws or other handheld equipment. ii. On the following day and under the supervision of the qualified biologist, the remainder of the tree may be tnmmed or removed, either using chainsaws or other equapment (e.9., excavator or backhoe). iii. All felled trees shall remain on the ground for at least 24 hours prior to chipping, off-site removal, or other processing to allow any bats to escape, or be inspected once felled by the qualified biotogist to ensure no bats remain withrn the tree and/or branches; Mitigation Measure BIO-2a: ln-Situ Restoration of Temporary lmpacts. Although much of the impact on tidal salt marsh and open water/tidal aquatic habitat in Easton Creek resulting from outfall replacement will be permanent, some of the impacts may be temporary, occurring only during removal of the existing outfalls and installalion of new ones. Alltemporarily impacted areas (i.e., areas where new hardened material will not be placed) will be restored by the Project applicant or designee following construction by restoring topography and soils to pre-project conditions. The sparse pickleweed habitat along Easton Creek is likely to become recolonized easily without the need for seeding and planting, as long as the existing hydrology and topography are restored following temporary impacts; Mitigation Measure BIO-2b: Compensatory Mitigation for permanent lmpacts. The Project applicant wjll provide compensatory mitigation for permanent loss of tidal salt marsh and open water/tidal aquatic habitat resultrng from direct fill from outfall replacement, and for potential loss of tidal salt marsh from shading from bridges. The Project applicant will provide new wetland or aquatic habitat of the same type that was impacted to offset this impact, either through the creation, enhancement, or restoration of wetlands in an appropriate locatjon or via the purchase of mitigation credits in a USACE, BCDC, and/or RWQCB-approved wetland mitigation bank. The purchase of such credits at a 1:1 ratio, on an acreage basis, or as specified by any state or federal permitting 22 RESOLUTTON NO. 2024-03.1 1-98-CEQA agencies, shall serve as full mitigation for impacts to these wetland features. lf pro.iect- specific creation, enhancement, or restoration of wefland habitat is implemented, habitat will be restored or created at a m inim um ratio of '1 : 1 (compensation: im pact) on an acreage basis, or as otherwise required by any state or federal permitting agencies. USACE, BCDC, and/or RWQCB approvals may be required to authorize permanent impacts to this teature. lf compensatory mitigation is not provided by purchasing mitigation credits from a USACE- or RWQCB-approved wetland mitigation back, then, the Project applicant wi provide compensation by creating, enhancing, or restoring wetland habitat so as to achieve the 1 : 1 ratio somewhere in San Mateo Counly, or as otherwise required by any state or federal permitting agencies. A qualified biologist shatt develop a "We and Mitigation and Monitoring Plan" describing the mitigation, which will contain the following components (or as otheMise modified by regulatory agency permitting conditions): a. Summary of habitat impacts and proposed mitigation ratios b. Goal of the restoration to achteve no net loss of habitat functions and values c. Location of mitigation site(s) and description of existing site conditions d. Mitigation design Existing and proposed site hydrology Grading plan if appropriate, including bank stabitization or other site stabilization features e iii. Soil amendments and other site preparation elemenls as appropriate iv. Planting plan v. lrngation and maintenance plan vi. Remedial measures and adaptive management Monitoring plan (including performance criteria, monitoring methods, data analysis, reporting requirements, and monitorang schedule). Success criteria will include quantifiable measurements of wetland vegetation type (e.g., dominance by natives) and extent appropriate for the restoration location, and provision of ecological functions and values equal to or exceeding those in the wefland habitat affected. At a minimum, success criteria will include following: i. At Year 5 post-rnitigation, at least 75 percent of the mitigation site for tidal salt marsh will be dominated by native hydrophlic vegetation. The Wetland N,litigation and Monitoring Plan must be approved by the City of Burlingame prior to the wetland impacts, and implementation of the plan must begin w thin one year after the discharge of fill jnto or construction of a bridge over tidal salt marsh or open water/tidal aquatic habitat; 23 121. RESOLUTION NO. 2024-03.1 1-9BCEQA 122 Mitigation Measure CUL-2a: Cultural Resources Awareness Training. Before any ground-disturbing and/or construction activities, an archaeologist meeting or under the supervision of an archaeologist meeting the Secretary of the lntenor Standards for Archeology shall conduct a training program for all construction and field personnel involved in ground disturbance. If a Native American tribe has expressed interest in the Prolect via tribal consultation, they will be invited to participate in the training program. On- site personnel shall attend a mandatory pre-Project training that shall outline the general archaeologrcal sensilivity of the area and the procedures to follow in the event an archaeological resource and/or human remains are inadvertently discovered, A training program shall be established for new Project personnel before they begin Project work, 123. Mitigation Measure GUL-2b: lnadvertent Discovery of Cultural Resources. lf pre- contact or historic-era archaeological resources are encountered during Project implementation, all construction activaties within 100 feel shall halt, and a qualified archaeologist, defined as an archaeologist meeting the U,S. Secretary of the lnterior's Professional Qualification Standards for Archeology, shall inspect the find within 24 hours of discovery and notify the City of their initial assessment. Pre-contact archaeological materials might include obsidian and chert flaked-stone toots (e.9., projectile points, knives, scrapers) or toolmaking debris; culturally darkened soil ("mldden") containing heat- affected rocks, artifacts, or shellfish remains; and stone milling equipment (e.9., mortars, pestles, handstones, or milling slabs); and battered stone tools, such as hammerstones and pitted stones. Historic-era materials might include building or structure footings and walls, and deposits of metal, glass, and/or ceramic refuse. lf the City determines, based on recommendations from a qualified archaeologist and a Native American representative (if the resource is pre-contact), that the resource may qualify as a historical resource or unique archaeological resource (as defined in CEQA Guidelines Section 15m4.5) or a tribal cultural resource (as defined in PRC Section 21080.3), the resource shall be avoided, if feasible. Consistent with Section i 5126.4(b)(3), this may be accomplished through planning construction to avoid the resource; incorporating the resource within open space, capping and covering the resource; or deeding the site into a permanent conservation easement. lf avoidance is not feasible, the City shall consult with appropriate Native American tnbes (if the resource is pre-contact), and other appropriate jnterested parties to determine treatment measures to avoid, minimize, or mitigate any potential impacts to the resource pursuant to PRC Section 21083.2, and CEQA Guidelines Section 15126.4. This shall include documentation of the resource and may include data recovery (according to pRC Section 21083.2), if deemed appropriate, or other actions such as treating the resource with culturally appropriate dignity and protecting the cultural character and integrity of the resource (according to PRc section 21084.3); 124 Mitigation Measure CUL-3: lnadvertent Discovery of Human Remains. ln the event of discovery or recognition of any human remains during construction activities, such activities within 100 feet of the find shall cease until the appropriate County Coroner has been contacted to determine that no investigation of the cause of death is required. The Native American Heritage Commission (NAHC) will be contacled within 24 hours if it is determined that the remains are Native American. The NAHC wi then identify the person or persons it believes to be the most likely descendant from the deceased Natrve raE RESOLUTION NO, 2024-03.1 1-gBCEQA American, who in turn would make recommendations to the lead agency for the appropriate means of treating the human remains and any grave goods; Mitigation Measute HAZ-1 : Construction Soil and Groundwater Management plan. The contraclor conductjng excavation of fill and soil and dewatering of excavations shall develop and implement a soil and groundwater management plan (SGMP) for the management of soil, fill, Soil gas, and groundwater before any ground-disturbing activity to manage contaminated materials, if encountered. The SGMP shall include the following, at a minimum: Site description, including the hazardous materials that may be encountered. Roles and responsibilities of on-site workers, supervisors, and the regulatory a9ency. Training for site workers focused on the recognition of and response to encountering hazardous materials or unknown struclures, e.9., underground storage tanks (USTS). Notification requirements in the event of discovery of unknown structures or contamination. Protocols for the materials (fall, soil, and dewatering effluent) testing, handling, removing, transporting, and disposing of all excavated materials and dewatering effluent in a safe, appropriale, and laMul manner. Reportrng requirement to the overseeing regulatory agency, if any contamination s found that requires agency oversjght, documenttng that site activities were conducted in accordance with the SGIUP. The SGMP shall be submitted to the SMCEHS and the City of Burlingame Building Division for review to inform their permit approval process before the start of demolition and construction activities and as a condition of the grading, construction, and/or demolition permit(s). The contract specifications shall mandate full compliance with all applicable federal, state, and local regulations related lo the identification, transportation, and disposal of hazardous materials. The SGfUP shall include measures to remove and/or treauremedtate the jmpacted soil, fill, and groundwater, as needed, in a manner that is protective of human health and the environment and compatible with commercial land use, in compliance with all applicable regulatory standards, under supervision of a qualified environmental professional. The SGMP shall describe measures for (i) management of excavated soil, fill, and groundwater, (ii) characterization of soil and fill to determine whether they qualify as hazardous waste under regulations such as 22 C.C.R. Section 66262.1 1 or other regulations identified an the SGMP or otherwise identified by the oversight agencies, and (iii) offsite disposal of excavated soil and fitl, and disposal of dewatered groundwater in compliance with all applicable regulations. The SGMP shall also provide measures for the evaluation of vapor intrusion risk at the Project site, and if necessary, modification of the Project design and/or installation of a vapor intrusion mitigation system consistent with the 25 RESOLUTTON NO. 2024-03.r r -98-CEOA procedures and performance standards set forth in DTSC'S October 201 1 Vapor lntrusion Mitigation Advisory or as otherwise determined applicable by the oversight agency at the time of construction. For work that would encounter groundwater, as part of the SGMP, the contracto(s) shall include a groundwater dewatenng control and disposal plan specifying how groundwater (dewatering effluent) will be handled and disposed of in a safe, appropriate, and laMul manner. The groundwater portion of the SGMP shall include the followang, at a minimum: . The locations at which groundwater dewatering is likely to be required. . Test methods to analyze groundwater for hazardous substances. Appropriate treatment and/or disposal methods. Discussion of discharge to a publicly owned treatment works or lhe stormwater system, in accordance with any regulatory requirements the treatment works may have, if this effluent disposal option is to be used; and 126. Mitigation Measure UTIL-2: Contribute to Water Conservation Programs under the City's Development Offset Program. Per the Development Offset Program and the WSA, the Project applicant shall make a monetary contribution to pay for its fair share of funding of water conservation programs to offset the Poect's contribution to the City's water supply shortfall of 4.2 MGY during multiple dry years. The Project applicant shall make this contribution in three installments prior to issuance of Certificate of Occupancy for each of the three office/R&D buildings in amounts calculated at that time which are proportional to each building's square fmtage. h, C I,, Secretary of the Burlingame Planning Commission, do hereby certiry that the foregoing resolution was adopted at a regular meeting of the Planning Commission held on the 'llth day of March 2024 by the following vote: 120o-13all OLD BAYSHORE HWY- RESO 202,1-{t3.11-9BAYES: COIAROTO, I{ORAX, LOWENTHAL PFAFF, SCH ID, SIIORESNOES: I{ONE ABSENT TSE RECUSED: NOi{E 26 Secretary 6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ (17,7/(0(17$33/,&$7,21 54SANFRANCISCOCALIFORNIA 94107415.489.2224 TEL415.358.9100 FAXWWW W.RNSSTUDIO.OCM01 SECOND STREETTH LFOROSTE.,40254SAN FRANCISCOCALIFORNIA 94107415.489.2224 TEL415.358.9100 FAXWWW W.RNSSTUDIO.OC M01 SECOND STREETTH LFOROSTE.,40254SAN FRANCISCOCALIFORNIA 94107415.489.2224 TEL415.358.9100 FAXWWW W.RNSSTUDIO.OC M01 SECOND STREETTH LFOROSTE.,402SHEET NO:SHEET TITLE:DATEISSUESPROJECT NO.:DATE:SCALE:All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 24"x36", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inchKEYPLAN03/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #49/15/2023 3:01:39 PM20045.00DRAWING INDEX,PROJECT DIRECTORY,PROJECT INFOENT G-00109/18/2023Peninsula Crossing1200-1340 Old Bayshore Hwy, Burlingame, CA 94010SHEET # SHEET NAME100 ENT GENERALENT G-000 COVERENT G-001 DRAWING INDEX, PROJECT DIRECTORY, PROJECT INFOENT G-002 PROJECT INFORMATION TECHNICAL INDEXENT G-003 EXISTING SITE PHOTOSENT G-004 EXISTING SITE PHOTOSENT G-101 REGIONAL CONTEXT TRANSIT/CIRCULATIONENT G-102 REGIONAL CONTEXT OPEN SPACE NETWORKENT G-103 SITE CONTEXT TRANSIT/CIRCULATIONENT G-104 SITE CONTEXT - BIKE/PED CONNECTIVITYENT G-200 SITE CONCEPTSENT G-201 MASSING CONCEPTSENT G-202 ARCHITECTURAL CONCEPTSENT G-211 CONCEPTUAL RENDERINGSENT G-212 CONCEPTUAL RENDERINGSENT G-213 CONCEPTUAL RENDERINGSENT G-214 CONCEPTUAL RENDERINGSENT G-215 CONCEPTUAL RENDERINGSENT G-216 CONCEPTUAL RENDERINGSENT G-217 CONCEPTUAL RENDERINGSENT G-218 CONCEPTUAL RENDERINGSENT G-219 CONCEPTUAL RENDERINGSENT G-220 CONCEPTUAL RENDERINGSENT G-221 CONCEPTUAL RENDERINGSENT G-222 CONCEPTUAL RENDERINGSENT G-301 ARCHITECTURAL MATERIAL BOARDENT G-400 LANDSCAPE CHARACTER & MATERIALS26100 ENT SITEENT AS-101 SITE PLAN - LEVEL 1ENT AS-102 SITE PLAN - LEVEL 2ENT AS-106 SITE PLAN - LEVEL 6ENT AS-112 SITE PLAN - ROOFENT AS-121 SITE PLAN - BUILDING COVERAGEENT AS-131 CIRCULATION DIAGRAM - BIKES & PEDESTRIANSENT AS-132 CIRCULATION DIAGRAM - VEHICLE CIRCULATIONENT AS-141 PRESUMED PROJECT PHASINGENT AS-151 VIEW CORRIDORS - DIAGRAMSENT AS-152 VIEW CORRIDORS - EXISTING SITE PLANENT AS-153 VIEW CORRIDORS - PROPOSED SITE PLANENT AS-161 COMMUNITY BENEFITS SUMMARY - LEGENDENT AS-171 COMMUNITY BENEFITS - DESCRIPTIONSENT AS-172 COMMUNITY BENEFITS - DESCRIPTIONSENT AS-173 COMMUNITY BENEFITS - DESCRIPTIONSENT AS-174 COMMUNITY BENEFITS - DESCRIPTIONSENT AS-301 SITE ELEVATIONS - OLD BAYSHORE HWYENT AS-302 SITE ELEVATIONS - ALONG THE BAYENT AS-331 SITE SECTION - NORTH/SOUTH19101 ENT CIVILENT C-001 SITE SURVEY - TOPOGRAPHIC, UTILITY, & BOUNDARY EXHIBITENT C-100 EXISTING CONDITIONSENT C-200 DEMOLITION PLANENT C-300 TENTATIVE MAP - EXISTING PARCELIZATION PLANENT C-301 TENTATIVE MAP - PROPOSED PARCELIZATION PLANENT C-400 PROPOSED CIVIL SITE PLANENT C-401 PROPOSED STREET SECTIONSENT C-402 PROPOSED STREET SECTIONSENT C-500 PROPOSED GRADING PLANENT C-600 PROPOSED UTILITY PLANENT C-700 PROPOSED STORMWATER MANAGEMENT PLANENT C-701 PROPOSED STORMWATER MANAGEMENT PLAN - OFF-SITEENT C-800 PROPOSED FIRE APPARATUS ACCESS PLANENT C-801 PROPOSED UNDERGROUND FIRE SERVICE PLANENT C-900.1 TRUCK TURNING MOVEMENT - CALTRANS SHEET 1ENT C-900.2 TRUCK TURNING MOVEMENT - CALTRANS SHEET 2ENT C-900.3 TRUCK TURNING MOVEMENT - CALTRANS SHEET 3ENT C-901 FIRE TRUCK TURNING MOVEMENTS - OVERALL SITE CIRCENT C-902 FIRE TRUCK TURNING MOVEMENTS - CALTRANSENT C-903 FIRE TRUCK TURNING MOVEMENTS - SITE20102 ENT JOINT TRENCHENT INT-1 JOINT TRENCH - INTENT SITE PLANENT INT-2 JOINT TRENCH - INTENT PLAN - SOUTHENT INT-3 JOINT TRENCH - INTENT PLAN - CENTERENT INT-4 JOINT TRENCH - INTENT PLAN - NORTH4103 ENT LANDSCAPEENT L-001 TREE REMOVAL PLANENT L-002 EXISTING TREE INVENTORYENT L-101 LANDSCAPE SITE PLAN - ILLUSTRATIVEENT L-102 LANDSCAPE ROOF PLAN - ILLUSTRATIVEENT L-200 LANDSCAPE PLAN KEY PLANENT L-201 LANDSCAPE MATERIALS SCHEDULEENT L-210 LANDSCAPE PLAN ENLARGEMENTENT L-211 LANDSCAPE PLAN ENLARGEMENTENT L-212 LANDSCAPE PLAN ENLARGEMENTENT L-213 LANDSCAPE PLAN ENLARGEMENTENT L-214 LANDSCAPE PLAN ENLARGEMENTENT L-215 PUBLIC BICYCLE PARKING ENLARGEMENT PLANENT L-301 LANDSCAPE PLANTING SCHEDULEENT L-310 PLANTING PLAN ENLARGEMENTENT L-311 PLANTING PLAN ENLARGEMENTENT L-312 PLANTING PLAN ENLARGEMENTENT L-313 PLANTING PLAN ENLARGEMENTENT L-314 PLANTING PLAN ENLARGEMENTENT L-315 PLANT AND TREE IMAGESENT L-401 SITE SECTIONSENT L-402 SITE SECTIONSENT L-403 SITE SECTIONSENT L-404 SITE SECTIONSENT L-501 CONCEPTUAL ART PROGRAM PLANENT L-502 CONCEPTUAL SIGNAGE PLAN25DRAWING SHEET INDEXPROJECT TEAMAPPLICABLE CODES & AGENCIESCOMMUNITY CONTEXTLANDSCAPE ARCHITECTCMG444 BRYANT STREETSAN FRANCISCO, CA 94107CONTACT: JUSTIN AFF415-495-3070 ARCHITECTCIVIL ENGINEERBKF225 SHORELINE DRIVE, SUITE 200REDWOOD CITY, CA 94065CONTACT: PATRICK CONNORS650-482-6453APPLICANTDW BURLINGAME VENTURE, LLC301 HOWARD STREET, SUITE 2100SAN FRANCISCO, CA 94105CONTACT: VIRGINIA CALKINS248-961-5664WRNS STUDIO 501 SECOND STREETSUITE 402SAN FRANCISCO, CA 94107CONTACT: BEN MICKUS415-510-5538SEE ENLARGEMENTS ON G-101 THROUGH G-103ENTITLEMENTS & PERMITS REQUESTED1. COMMERCIAL DESIGN REVIEW 2. SPECIAL PERMIT FOR HEIGHT AND FLOOR AREA RATIO (FAR)3. SUBDIVISION MAP ACT APPROVAL4. DEMOLITION, GRADING PERMITS5. MASTER SIGN PROGRAM 6. DEVELOPMENT AGREEMENT7. ENCROACHMENT PERMIT(S)8. TREE REMOVAL AND REPLACEMENT PERMIT PARKING STRUCTURE DESIGNWATRY DESIGN, INCSAN JOSE, CACONTACT: JESS MCINERNEY833-917-7275FUTURE PERMITS REQUESTEDTHIS SET OF DRAWINGS IS INTENDED FOR ENTITLEMENT. A MORE COMPREHENSIVE SET OF DOCUMENTS WILL BE SUBMITTED AT A FUTURE DATE FOR BUILDING PERMIT APPLICATIONS. IT IS UNDERSTOOD THAT A MORE COMPREHENSIVE REVIEW OF THIS PROJECT WILL TAKE PLACE AT TIME OF BUILDING PERMIT APPLICATION AND THERE MAY BE ADDITIONAL REQUIREMENTS.THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO CONSTRUCT REFERENCED PROJECT IN ACCORDANCE WITH CALIFORNIA CODE OF REGULATIONS TITLE 24. SHOULD ANY CONDITION DEVELOP NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH SAID CALIFORNIA CODE OF REGULATIONS TITLE 24, A CHANGE ORDER DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE AGENCY HAVING JURISDICTION BEFORE PROCEEDING WITH THE WORK.CALIFORNIA CODE OF REGULATIONS (CCR)2022 CALIFORNIA BUILDING CODE - PART 2, TITLE 24, CCR(BASED UPON 2021 INTERNATIONAL BUILDING CODE)2022 CALIFORNIA ELECTRICAL CODE - PART 3, TITLE 24, CCR(BASED UPON 2021 NATIONAL ELECTRICAL CODE)2022 CALIFORNIA MECHANICAL CODE - PART 4, TITLE 24, CCR (BASED UPON 2021 UNIFORM MECHANICAL CODE )2022 CALIFORNIA PLUMBING CODE - PART 5, TITLE 24, CCR(BASED UPON 2021 UNIFORM PLUMBING CODE)2022 CALIFORNIA ENERGY CODE - PART 6, TITLE 24, CCR2022 CALIFORNIA FIRE CODE - PART 9, TITLE 24, CCR(BASED UPON 2018 INTERNATIONAL FIRE CODE)BURLINGAME MUNICIPAL CODECALIFORNIA DEPARTMENT OF FISH & WILDLIFE (CDFW)CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARDS (CA RWQCB)US ARMY CORPS OF ENGINEERS (USACE)SAN FRANCISCO BAY CONSERVATION & DEVELOPMENT COMMISSION (BCDC)SHORELINE ENGINEERMOFFAT & NICHOL2185 N CALIFORNIA BLVD, SUITE 500WALNUT CREEK, CA 94596CONTACT: DILIP TRIVEDI925-956-4943LIGHTING DESIGNWATT LIGHTINGSEATTLE, WACONTACT: JASON NECHES206-317-4699MEP ENGINEERPAE CONSULTING ENGINEERS48 GOLDEN GATE AVE.SAN FRANCISCO, CA 94102CONTACT: MOANA REYNAU415-744-7500STRUCTURAL ENGINEERIMEG CORP.160 PINE STREET, SUITE 350SAN FRANCISCO, CA 94111CONTACT: RAMON KHOURI415-836-9313SHEET # SHEET NAME104 ENT SHORELINE STRUCTURESENT SS-001 NOTES, LEGEND, AND ABBREVIATIONSENT SS-002 SHORELINE STRUCTURES SITE PLANENT SS-003 SHORELINE STRUCTURES PLAN - SOUTHENT SS-004 SHORELINE STRUCTURES PLAN - NORTHENT SS-005 SHORELINE STRUCTURES PLAN - EASTON CREEKENT SS-006 SHORELINE SECTIONS 1 OF 3ENT SS-007 SHORELINE SECTIONS 2 OF 3ENT SS-008 SHORELINE SECTIONS 3 OF 3ENT SS-009 STORMWATER OUTFALLENT SS-010 EASTON CREEK BRIDGE10105 ENT SITE LIGHTINGENT LT-101 ILLUSTRATIVE SITE LIGHTING PLANENT LT-102 SITE LIGHTING - PHOTOMETRICSENT LT-103 SITE LIGHTING - CHARACTERENT LT-104 SITE LIGHTING - DIMENSIONS4106 ENT ARCHITECTURAL - BUILDING SOUTHENT A.BS-000 BUILDING SOUTH - COVERENT A.BS-010 BUILDING SOUTH - CODE & AREA SUMMARYENT A.BS-020 BUILDING SOUTH - AREA PLANSENT A.BS-021 BUILDING SOUTH - PARKING REQ AREA PLANSENT A.BS-101 BUILDING SOUTH - FLOOR PLAN - LEVEL 1ENT A.BS-102 BUILDING SOUTH - FLOOR PLAN - LEVEL 2ENT A.BS-103 BUILDING SOUTH - FLOOR PLAN - LEVEL 3ENT A.BS-104 BUILDING SOUTH - FLOOR PLAN - LEVEL 4ENT A.BS-105 BUILDING SOUTH - FLOOR PLAN - LEVEL 5ENT A.BS-106 BUILDING SOUTH - FLOOR PLAN - LEVEL 6ENT A.BS-107 BUILDING SOUTH - FLOOR PLAN - LEVEL 7ENT A.BS-108 BUILDING SOUTH - FLOOR PLAN - LEVEL 8ENT A.BS-109 BUILDING SOUTH - FLOOR PLAN - LEVEL 9ENT A.BS-110 BUILDING SOUTH - FLOOR PLAN - LEVEL 10ENT A.BS-111 BUILDING SOUTH - FLOOR PLAN - LEVEL 11ENT A.BS-112 BUILDING SOUTH - FLOOR PLAN - LEVEL ROOFENT A.BS-301 BUILDING SOUTH - EXTERIOR ELEVATIONSENT A.BS-302 BUILDING SOUTH - EXTERIOR ELEVATIONSENT A.BS-303 BUILDING SOUTH - EXTERIOR ELEVATIONSENT A.BS-304 BUILDING SOUTH - EXTERIOR ELEVATIONSENT A.BS-331 BUILDING SOUTH - SECTIONSENT A.BS-332 BUILDING SOUTH - SECTIONS22107 ENT ARCHITECTURAL - BUILDING CENTERENT A.BC-000 BUILDING CENTER - COVERENT A.BC-010 BUILDING CENTER - CODE & AREA SUMMARYENT A.BC-020 BUILDING CENTER - AREA PLANSENT A.BC-021 BUILDING CENTER - PARKING REQ AREA PLANSENT A.BC-101 BUILDING CENTER - FLOOR PLAN - LEVEL 1ENT A.BC-102 BUILDING CENTER - FLOOR PLAN - LEVEL 2ENT A.BC-103 BUILDING CENTER - FLOOR PLAN - LEVEL 3ENT A.BC-106 BUILDING CENTER - FLOOR PLAN - TYPICAL LEVEL (4-10)ENT A.BC-111 BUILDING CENTER - FLOOR PLAN - LEVEL 11ENT A.BC-112 BUILDING CENTER - FLOOR PLAN - ROOF LEVELENT A.BC-301 BUILDING CENTER - EXTERIOR ELEVATIONSENT A.BC-302 BUILDING CENTER - EXTERIOR ELEVATIONSENT A.BC-303 BUILDING CENTER - EXTERIOR ELEVATIONSENT A.BC-304 BUILDING CENTER - EXTERIOR ELEVATIONSENT A.BC-331 BUILDING CENTER - SECTIONSENT A.BC-332 BUILDING CENTER - SECTIONS16108 ENT ARCHITECTURAL - BUILDING NORTHENT A.BN-000 BUILDING NORTH - COVERENT A.BN-010 BUILDING NORTH - CODE & AREA SUMMARYENT A.BN-020 BUILDING NORTH - AREA PLANSENT A.BN-021 BUILDING NORTH - PARKING REQ AREA PLANSENT A.BN-101 BUILDING NORTH - FLOOR PLAN - LEVEL 1ENT A.BN-102 BUILDING NORTH - FLOOR PLAN - LEVEL 2ENT A.BN-103 BUILDING NORTH - FLOOR PLAN - TYPICAL LEVEL 3 & 4ENT A.BN-105 BUILDING NORTH - FLOOR PLAN - LEVEL 5ENT A.BN-106 BUILDING NORTH - FLOOR PLAN - LEVEL 6ENT A.BN-107 BUILDING NORTH - FLOOR PLAN - TYPICAL LEVEL 7-10ENT A.BN-111 BUILDING NORTH - FLOOR PLAN - LEVEL 11ENT A.BN-112 BUILDING NORTH - FLOOR PLAN - ROOF LEVELENT A.BN-301 BUILDING NORTH - EXTERIOR ELEVATIONSENT A.BN-302 BUILDING NORTH - EXTERIOR ELEVATIONSENT A.BN-303 BUILDING NORTH - EXTERIOR ELEVATIONSENT A.BN-304 BUILDING NORTH - EXTERIOR ELEVATIONSENT A.BN-331 BUILDING NORTH - SECTIONSENT A.BN-332 BUILDING NORTH - SECTIONS18CONSTRUCTION HOURSWEEKDAYS: 8:00 A.M. – 7:00 P.M. SATURDAYS: 9:00 A.M. – 6:00 P.M. SUNDAYS AND HOLIDAYS: NO WORK ALLOWED (SEE CITY OF BURLINGAME MUNICIPAL CODE, SECTION 18.07.110 FOR DETAILS.) (SEE CITY OF BURLINGAME MUNICIPAL CODE, SECTION 13.04.100 FOR DETAILS.) CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS AND NON-CITY HOLIDAYS BETWEEN 8:00 A.M. AND 5:00 P.M. SHEET # SHEET NAME109 ENT ARCHITECTURAL - SOUTH PARKINGENT A.PS-000 SOUTH PARKING - COVERENT A.PS-001 SOUTH PARKING - PROJECT DATA SHEETENT A.PS-002 SOUTH PARKING - PROJECT DATA SHEETENT A.PS-010 SOUTH PARKING - CODE SUMMARYENT A.PS-011 SOUTH PARKING - CODE SUMMARY (OPENNESS RATIOS)ENT A.PS-012 SOUTH PARKING - CODE SUMMARY (OPENNESS RATIOS)ENT A.PS-050 SOUTH PARKING - SITE PLAN & STALL COUNTENT A.PS-051 SOUTH PARKING - SITE EGRESS PLANENT A.PS-1B2 SOUTH PARKING - LEVEL B2 - PARKING PLANENT A.PS-1B1 SOUTH PARKING - LEVEL B1 - PARKING PLANENT A.PS-101 SOUTH PARKING - LEVEL 1 - PARKING PLANENT A.PS-102 SOUTH PARKING - LEVEL 2 - PARKING PLANENT A.PS-103 SOUTH PARKING - LEVEL 3 - PARKING PLANENT A.PS-104 SOUTH PARKING - LEVEL 4 - PARKING PLANENT A.PS-105 SOUTH PARKING - LEVEL 5 - PARKING PLANENT A.PS-106 SOUTH PARKING - LEVEL 6 - PARKING PLANENT A.PS-107 SOUTH PARKING - LEVEL 7 - PARKING PLANENT A.PS-108 SOUTH PARKING - LEVEL 8 - PARKING PLANENT A.PS-109 SOUTH PARKING - LEVEL 9 - PARKING PLANENT A.PS-110 SOUTH PARKING - LEVEL 10 - PARKING PLANENT A.PS-301 SOUTH PARKING - EXTERIOR ELEVATIONSENT A.PS-302 SOUTH PARKING - EXTERIOR ELEVATIONSENT A.PS-331 SOUTH PARKING - BUILDING SECTIONS23110 ENT ARCHITECTURAL - NORTH PARKINGENT A.PN-000 NORTH PARKING - COVERENT A.PN-001 NORTH PARKING - PROJECT DATA SHEETENT A.PN-002 NORTH PARKING - PROJECT DATA SHEETENT A.PN-010 NORTH PARKING - CODE SUMMARYENT A.PN-011 NORTH PARKING - CODE SUMMARY (OPENNESS RATIOS)ENT A.PN-012 NORTH PARKING - CODE SUMMARY (OPENNESS RATIOS)ENT A.PN-050 NORTH PARKING - SITE PLAN & STALL COUNTENT A.PN-051 NORTH PARKING - SITE EGRESS PLANENT A.PN-1B2 NORTH PARKING - LEVEL B2 PARKING PLANENT A.PN-1B1 NORTH PARKING - LEVEL B1 PARKING PLANENT A.PN-101 NORTH PARKING - LEVEL 1 PARKING PLANENT A.PN-102 NORTH PARKING - LEVEL 2 & 3 PARKING PLANSENT A.PN-103 NORTH PARKING - LEVEL 4 & 5 PARKING PLANSENT A.PN-104 NORTH PARKING - LEVEL 6 & 7 PARKING PLANSENT A.PN-105 NORTH PARKING - LEVEL 8 & 9 PARKING PLANSENT A.PN-106 NORTH PARKING - LEVEL 10 & 10.5 PARKING PLANSENT A.PN-301 NORTH PARKING - EXTERIOR ELEVATIONSENT A.PN-302 NORTH PARKING - EXTERIOR ELEVATIONSENT A.PN-331 NORTH PARKING - BUILDING SECTIONS19Total Sheets in Entitlement Set: 206 6$1 )5$1&,6&2 &$/,)251,$ 7(/ )$; 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RefertoBuildingSections(A.BSͲ331&332)forallbuildingheightmeasurements 6,727 N/A PROPOSED REQUIRED 46(5%ofsecurepkg)129 2(5%ofpublicpkg)33 65 8 50 8 PROPOSED REQUIRED 2,217 N/A 4,108 N/A 403 N/A 34,000 34,000 362,000 362,000 34,000 34,000 27,000 27,000 27,900 27,900 2,500 2,500 GSF (TOTALPROPOSED) GSF (INCLUDEDINFAR) 10' 10' 10' 10' 10' 10' 28%(seeA.BSͲ302) 25%(Min) N/A 35' 34,000 34,000 34,000 34,000 34,000 34,000 26,000 26,000 34,000 34,000 6,600 6,600 34,000 34,000 34,000 34,000 362,000 Seesummary 10' OFFICE/RESEARCH&DEVELOPMENT 11 N/A 210'Ͳ6" w/SpecialPermit PROPOSED ALLOWED OfficeͲR&D/LabͲR&D Permitted/Permitted 10' BUILDINGCENTER ZONINGSUMMARY REF.CODE SECTION Use Table25.12Ͳ1 ZoningHeight* Table25.12Ͳ2 NumberofStories N/A GrossFloorArea 25.30.060.D SetbackͲFront Table25.12Ͳ2 SetbackͲSide(Left) 25.12.050.G SetbackͲSide(Right) Table25.12Ͳ2 SetbackͲRear 25.18.040.A.1 SetbackͲCreek 25.12.050.G L1Transparency 25.12.060ͲE BUILDINGAREA REF.CODE SECTION Roof(Office)25.30.060.D Level11(Office) Level10(Office) Level9(Office) Level8(Office) Level7(Office) Level6(Office) Level5(Office) Level4(Office) Level3(Office) Level2(Office) Level1(Restaurant) Level1(Office) TOTAL:Ch25.30.060.D PRIVATEOPENSPACE (EXCLUDEDFROMGSF) REF.CODE SECTION PrivateTerrace(L11)N/A PrivateBalconies(L3Ͳ10)N/A PrivateTerrace(L2) N/A TOTAL:N/A BIKEPARKING REF.CODE SECTION ShortTerm LEED/Calgreen LongTerm LEED Showers LEED Lockers LEED *ZoningHeightmeasuredfromAverageCurb(+10'Ͳ6"NAVD).RefertoASͲ101andCͲ500. RefertoBuildingSections(A.BCͲ331&332)forallbuildingheightmeasurements 89 78 61 3,901 N/A PROPOSED REQUIRED 36 N/A(nopublicpkg) 157 57(5%ofsecurepkg) 3,715 N/A 13,410 N/A PROPOSED REQUIRED 5,794 N/A 2,500 2,500 36,800 36,800 437,300 437,300 41,600 41,600 41,600 41,600 30,100 30,100 41,700 41,700 41,700 41,700 41,600 41,600 41,750 41,750 41,750 41,750 41,700 41,700 GSF (TOTALPROPOSED) GSF (INCLUDEDINFAR) 7,400 7,400 27,100 27,100 10' 10' 26%(seeA.BCͲ304) 25%(Min) 35'minͲseesiteplan 35' 10' 10' 10' 10' 10' 10' 214'Ͳ6" w/SpecialPermit 11 N/A 437,300 Seesummary OfficeͲR&D/LabͲR&D Permitted/Permitted OFFICE/RESEARCH&DEVELOPMENT PROPOSED ALLOWED BUILDINGNORTH ZONINGSUMMARY REF.CODE SECTION Use Table25.12Ͳ1 ZoningHeight* Table25.12Ͳ2 NumberofStories N/A GrossFloorArea 25.30.060.D SetbackͲFront Table25.12Ͳ2 SetbackͲSide(Left) 25.12.050.G SetbackͲSide(Right) Table25.12Ͳ2 SetbackͲRear 25.18.040.A.1 SetbackͲCreek 25.12.050.G L1Transparency 25.12.060ͲE BUILDINGAREA REF.CODE SECTION Roof(Office)25.30.060.D Level11(Office) Level10(Office) Level9(Office) Level8(Office) Level7(Office) Level6(Office) Level5(Office) Level4(Office) Level3(Office) Level2(Office) Level1(Restaurant) Level1(Office) TOTAL:Ch25.30.060.D PRIVATEOPENSPACE (EXCLUDEDFROMGSF) REF.CODE SECTION PrivateTerrace(L11)N/A PrivateBalconies(L3Ͳ10)N/A PrivateTerrace(L2) N/A TOTAL:N/A BIKEPARKING REF.CODE SECTION ShortTerm LEED/Calgreen LongTerm LEED Showers LEED Lockers LEED *ZoningHeightmeasuredfromAverageCurb(+10'Ͳ6"NAVD).RefertoASͲ101andCͲ500. RefertoBuildingSections(A.BNͲ331&332)forallbuildingheightmeasurements 10 10 112 87 PROPOSED REQUIRED 51 N/A(nopublicpkg) 223 73(5%ofsecurepkg) 3,726 N/A 15,602 N/A PROPOSED REQUIRED 3,902 N/A 7,974 N/A 00 55,100 55,100 620,700 620,700 58,000 58,000 58,000 58,000 45,200 45,200 58,000 58,000 58,000 58,000 58,000 58,000 58,000 58,000 58,000 58,000 58,000 58,000 GSF (TOTALPROPOSED) GSF (INCLUDEDINFAR) 17,100 17,100 39,300 39,300 10' 10' 33%(seeA.BNͲ302) 25%(Min) 35'minͲseesiteplan 35' 10' 10' 10' 10' 10' 10' 214'Ͳ6" w/SpecialPermit 11 N/A 620,700 Seesummary OfficeͲR&D/LabͲR&D Permitted/Permitted OFFICE/RESEARCH&DEVELOPMENT PROPOSED ALLOWED PARKINGSOUTH ZONINGSUMMARY REF.CODESECTION Use Table25.12Ͳ1 ZoningHeight* Table25.12Ͳ2 NumberofStories N/A GrossFloorArea NotcountedtowardsFAR SetbackͲFront Table25.12Ͳ2 SetbackͲSide(Left) Table25.12Ͳ2 SetbackͲSide(Right) Table25.12Ͳ2 SetbackͲRear 25.18.040.A.1 SetbackͲCreek 25.12.050.G L1Transparency 25.12.060ͲE Depthbelowgrade N/A PARKINGSUMMARY REF.CODESECTION GSFservedbyparking (Bldg1&3GSFcombined) Ratio(OfficeͲProf.) 25.40.050.A.3 Ratio(Restaurant) Table25.40Ͳ1 SecureStalls Table25.40Ͳ1 PublicStalls(BayTrail) N/A PublicStalls(Restaurant) Table25.40Ͳ1 TOTALSTALLS PARKINGBYLEVEL SECURE STALLS TOTAL STALLS REF.CODESECTION Level10 133 133 Level9 163 163 Level8 164 164 Level7 163 163 Level6 164 164 Level5 163 163 Level4 164 164 Level3 163 163 Level2 116 134 Level170 92 LevelB1 138 138 LevelB2 127 127 TOTAL 1,728 1,768 PARKINGBYSTALLTYPE SECURE STALLS TOTAL STALLS REF.CODESECTION Standard(8'Ͳ6"x18') 1,207 1,235 Table25.40Ͳ2 Compact(8'x17') 321 328 25.40.080.B.3 Accessible(9'x18') 21 22 CBC11BͲ208.2/11BͲ502 VanAccessible(9'x18') 5 6 CBC11BͲ208.2/11BͲ502 EVCS(8'Ͳ6"x18') 162 164 ReachCode EVAccessible(9'x18') 5 5 CBCTable11BͲ228.3.2.1 EVVanAcc.(12'x18') 2 3 CBCTable11BͲ228.3.2.1 Ambulatory(10'x18') 5 5 CBCTable11BͲ228.3.2.1 TOTAL 1,728 1,768 BIKEPARKING REF.CODESECTION ShortTerm RefertoBuildingTechIndex LongTerm Showers Lockers *ZoningHeightmeasuredfromAverageCurb(+10'Ͳ6"NAVD).RefertoASͲ101andCͲ500. RefertoBuildingSections(A.PSͲ331)forallbuildingheightmeasurements N/A N/A N/A PROPOSED REQUIRED N/A N/A N/A N/A N/A PUBLIC STALLS 28 1 40 2 40 18 22 PUBLIC STALLS 7 1 1 799,300 N/A 1,728 1,589 PROPOSED ALLOWED(MIN) 4.00 4.00(w/TDM) SeeprojectͲwidecalculationabove 20 N/A 20 20 1,768 1,609 10' 10' 25%(seeA.PSͲ302) 25%(Min) N/A 35' 25'Ͳ2"(varies) N/A 10' 10' 10' 10' 617,400 N/A 10' 10' STRUCTUREDPARKING 10 N/A PROPOSED ALLOWED Parking,Accessory AccessoryUse 104'Ͳ10" w/SpecialPermit PARKINGNORTH ZONINGSUMMARY REF.CODESECTION Use Table25.12Ͳ1 ZoningHeight* Table25.12Ͳ2 NumberofStories N/A GrossFloorArea NotcountedtowardsFAR SetbackͲFront Table25.12Ͳ2 SetbackͲSide(Left) Table25.12Ͳ2 SetbackͲSide(Right) Table25.12Ͳ2 SetbackͲRear 25.18.040.A.1 SetbackͲCreek 25.12.050.G L1Transparency 25.12.060ͲE Depthbelowgrade N/A PARKINGSUMMARY REF.CODESECTION GSFservedbyparking (Bldg2GSF) Ratio(OfficeͲProf.) 25.40.050.A.3 Ratio(Restaurant) Table25.40Ͳ1 SecureStalls Table25.40Ͳ1 TOTALSTALLS PARKINGBYLEVEL SECURE STALLS TOTAL STALLS REF.CODESECTION Level10.5 15 15 Level10 147 147 Level9 145 145 Level8 145 145 Level7 145 145 Level6 145 145 Level5 145 145 Level4 139 139 Level3 134 134 Level2 120 120 Level1 100 100 LevelB1 121 121 LevelB2 131 131 TOTAL 1,632 1,632 PARKINGBYSTALLTYPE SECURE STALLS TOTAL STALLS REF.CODESECTION Standard(8'Ͳ6"x18') 1,239 1,239 Table25.40Ͳ2 Compact(8'x17') 205 205 25.40.080.B.3 Accessible(9'x18') 20 20 CBC11BͲ208.2/11BͲ502 VanAccessible(9'x18') 5 5 CBC11BͲ208.2/11BͲ502 EVCS(8'Ͳ6"x18') 151 151 ReachCode EVAccessible(9'x18') 5 5 CBCTable11BͲ228.3.2.1 EVVanAcc.(12'x18') 2 2 CBCTable11BͲ228.3.2.1 Ambulatory(10'x18') 5 5 CBCTable11BͲ228.3.2.1 TOTAL 1,632 1,632 BIKEPARKING REF.CODESECTION ShortTerm RefertoBuildingTechIndex LongTerm Showers Lockers *ZoningHeightmeasuredfromAverageCurb(+10'Ͳ0"NAVD).RefertoASͲ101andCͲ500. RefertoBuildingSections(A.PNͲ331)forallbuildingheightmeasurements PROPOSED ALLOWED STRUCTUREDPARKING 562,800 N/A 10' 10' Parking,Accessory AccessoryUse 113'Ͳ10" w/SpecialPermit 10 N/A N/A 35' 10' 10' 10' 10' 25%(seeA.PNͲ301) 25%(Min) 23'Ͳ8"(varies) N/A PROPOSED ALLOWED(MIN) 620,700 N/A SeeprojectͲwidecalculationabove N/A N/A 1,632 1,241 1,632 1,241 10' 10' N/A N/A N/A N/A N/A N/A N/A N/A PROPOSED REQUIRED 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 30(;,67,1*6,7(3+2726(17* 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ 1. BROADWAY AT OLD BAYSHORE HWY LOOKING EAST5. AIRPORT BLVD AT OLD BAYSHORE HWY LOOKING NORTH4. OLD BAYSHORE HWY LOOKING NORTH7. BAY TRAIL LOOKING SOUTHWEST TOWARDS OLD BAYSHORE HWY 8. BAY TRAIL LOOKING NORTHWEST TOWARDS EASTON CREEK KEY PLAN6. BAY TRAIL LOOKING NORTH TOWARDS SITE2. OLD BAYSHORE HWY LOOKING SOUTH WEST TO 101 3. OLD BAYSHORE HWY LOOKING SOUTH EAST TOWARDS BROADWAY12/09/2022ENTITLEMENT APPLICATION #303/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 30(;,67,1*6,7(3+2726(17* 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ 9. VIEW FROM SHORELINE LOOKING WEST ALONG EASTON CREEK12. LOOKING SOUTH TOWARDS BAY TRAIL15. LOOKING SOUTH EAST ALONG OLD BAYSHORE HWY 16. LOOKING SOUTHEAST TOWARDS EASTON CREEK13. LOOKING NORTH WEST TOWARDS BAY TRAIL 14. LOOKING NORTH WEST ALONG OLD BAYSHORE HWY10. VIEW FROM OLD BAYSHORE EAST TOWARDS EASTON CREEK 11. VIEW FROM OLD BAYSHORE LOOKING EAST TOWARDS BAY TRAILKEY PLAN12/09/2022ENTITLEMENT APPLICATION #303/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 305(*,21$/&217(;775$16,7&,5&8/$7,21(17* 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ 12/09/2022ENTITLEMENT APPLICATION #303/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 305(*,21$/&217(;723(163$&(1(7:25.(17* 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ Shorebird Sanctuary-MarshBayside FieldsVilliage ParkLaguna Park Ray ParkAlpine ParkPaloma PlaygroundWashington ParkTrenton PlaygroundHeritage ParkPershing ParkPrimrose PlaygroundCommunity GardensBayside Dog ParkRobert Woolley St. ParkMills CanyonCuernavaca ParkSkyline ParkMurray Field (Soccer)Broadway12/09/2022ENTITLEMENT APPLICATION #303/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 306,7(&217(;775$16,7&,5&8/$7,21(17* 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ 12/09/2022ENTITLEMENT APPLICATION #303/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 306,7(&217(;7%,.(3('&211(&7,9,7<(17* 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ 12/09/2022ENTITLEMENT APPLICATION #303/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2131%1%&36 %6 (17,7/(0(17$33/,&$7,21 306,7(&21&(376(17* 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ 1475 LINEAR FEETOF NEW BAY TRAILSITE: BAY TRAIL IN PROJECT VICINITYCREATE NATURE: LIVING SHORELINECREATE ACCESS TO NATURE: BAY TRAIL & NATURE PATHSCREATE ACCESS TO NATURE: EPISODIC & VARIED EXPERIENCE12/09/2022ENTITLEMENT APPLICATION #303/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2131%1%&36 %6 (17,7/(0(17$33/,&$7,21 300$66,1*&21&(376(17* 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ MASSING LOGIC: ORIENTED BLOCKS AND SEGMENTSBLOCKS:• Larger masses backed up against parking• 60-foot lease span wraps around core• Facade wraps around cornersSEGMENTS:• More slender massing along public open space• 60-foot lease span contained within segment• Facade changes from long sides to ends CREATE HUMAN SCALE:MITIGATE BUILDING SCALE:12/09/2022ENTITLEMENT APPLICATION #303/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2131%1%&36 %6 (17,7/(0(17$33/,&$7,21 30$5&+,7(&785$/&21&(376(17* 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ 1011121313141414151617171711112344566778911144411141441443333333333666666666611414144111414141444131313313131313133131331313131333131314144414114141444414141515551511555151511111616616116661616161161LOWER LEVELS: CONNECT TO THE SITEAERIAL SKETCH: MASSING & FACADE CONCEPTUPPER LEVELS: EMBRACE VIEWS, FRAME OPEN SPACEARCHITECTURAL CONCEPT SKETCH:Unifi ed facade design on all upper massesParking skin part of “air” typologyUnifi ed materiality with varied scale on lower building masses 12/09/2022ENTITLEMENT APPLICATION #303/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2131%1%&36 %6 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 $0&21&(378$/5(1'(5,1*6(17* 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ AERIAL VIEW LOOKING WEST TOWARDS BURLINGAME 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2131%1%&36 %6 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 $0&21&(378$/5(1'(5,1*6(17* 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ VIEW FROM AIRPORT BLVD LOOKING EAST TOWARDS BAY 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2131%1%&36 %6 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 $0&21&(378$/5(1'(5,1*6(17* 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ AERIAL VIEW LOOKING EAST: SOUTH GATEWAY PLAZA AND MARSHSHORELINE OVERLOOKBUILDING SOUTHPUBLIC PLAZATERRACED SEATING & GATHERING SPACESOUTH MARSH 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2131%1%&36 %6 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 $0&21&(378$/5(1'(5,1*6(17* 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ AERIAL LOOKING WEST TOWARDS BURLINGAMESOUTH MARSHFITNESS ZONERETAIL/CAFE TERRACESHORELINE OVERLOOKPARKING SOUTHBUILDING SOUTHBUILDING CENTER 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2131%1%&36 %6 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 $0&21&(378$/5(1'(5,1*6(17* 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ BAY TRAIL LOOKING NORTH TOWARDS EASTON CREEKNATURE PLAY AREASHORELINE ACCESS 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2131%1%&36 %6 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 $0&21&(378$/5(1'(5,1*6(17* 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ VIEW FROM THE SHORELINE LOOKING WEST TOWARDS THE BAY TRAIL & EASTON CREEKSHORELINE OVERLOOKSHORELINE OVERLOOKRETAIL/CAFE TERRACEPICNIC TERRACEPICNIC LAWNBUILDING NORTHBUILDING CENTER 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2131%1%&36 %6 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 $0&21&(378$/5(1'(5,1*6(17* 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ VIEW FROM THE SHORELINE LOOKING NORTH TOWARDS EASTON CREEKBUILDING NORTHPARKING NORTHBUILDING CENTER 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2131%1%&36 %6 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 $0&21&(378$/5(1'(5,1*6(17* 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ AERIAL VIEW FROM BAY TRAIL LOOKING SOUTHPICNIC TERRACEPICNIC LAWNSHORELINE OVERLOOKPUBLIC RESTROOMPLANE VIEWING TERRACEBUILDING NORTHBUILDING CENTERBUILDING SOUTHPARKING SOUTH 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2131%1%&36 %6 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 $0&21&(378$/5(1'(5,1*6(17* 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ VIEW FROM THE PICNIC TERRACE LOOKING SOUTH ALONG BAY TRAIL TOWARDS EASTON CREEKBUILDING CENTERBUILDING SOUTHPARKING SOUTH 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2131%1%&36 %6 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 $0&21&(378$/5(1'(5,1*6(17* 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ VIEW FROM EASTON CREEK LOOKING EAST TOWARD BAY TRAIL AND SHORELINE 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2131%1%&36 %6 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 $0&21&(378$/5(1'(5,1*6(17* 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ VIEW FROM OLD BAYSHORE HIGHWAY LOOKING EAST AT EASTON CREEKBUILDING NORTHBUILDING CENTERBUILDING SOUTHPARKING SOUTH 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2131%1%&36 %6 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 $0&21&(378$/5(1'(5,1*6(17* 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ VIEW FROM ROOF LEVEL AIRPLANE VIEWING PLATFORM IN SOUTH PARKING GARAGE, LOOKING OUT TOWARDS BAYINTERPRETIVE SIGNAGESUN SHADING TRELLISINTEGRATED GRAPHICSELEVATED PLATFORM BIRD SAFETY DESIGN CRITERIA GLAZING REFLECTIVITY NOT TO EXCEED 15% SELECTIVE USE OF BIRD-FRIENDLY GLAZING, INCLUDING OPAQUE GLASS, FRITTED GLASS, GLASS WITH INTERLAYERS, FROSTED GLASS, ETCHED GLASS, OR AMERICAN BIRD CONSERVANCY (ABC) APPROVED GLAZING WITHIN THE PRIMARY BIRD COLLISION ZONE (0'-60' ELEVATION), AT LEAST 90%OF THE FACADE WILL EMPLOY NON-GLAZING BIRD-FRIENDLY MATERIALS AND BIRD- FRIENDLY GLAZING. ARTICULATED FACADE FEATURES SUCH AS VERTICAL FINS AND/OR SOLID METAL PANELS TO FURTHER DIFFERENTIATE GLAZED SURFACES EXTERIOR GUARDRAILS WILL BE VERTICAL METAL PICKETS WITHOUT GLAZING. OTHER FEATURE-RELATED HAZARDS WILL BE AVOIDED OR WILL BE 100% TREATED WITH BIRD-FRIENDLY GLAZING MINIMIZED PLANTING ADJACENT TO GLAZED FACADES: • PROJECT USES BIRD-FRIENDLY AND SOLID FACADE MATERIALS WITHIN THE PRIMARY BIRD COLLISION ZONE (0'-60') WHERE LANDSCAPING IS PRESENT • PROJECT AVOIDS LANDSCAPE AT UPPER LEVEL BALCONIES TO REDUCE ATTRACTION OF BIRDS • PROJECT AVOIDS TREES IN FRONT OF GLAZING AT GROUND LEVEL FACADES • PROJECT AVOIDS VEGETATION INSIDE BUILDINGS NEAR GLASS, PROJECT-WIDE 2"2"2"2"DIMENSIONAL CRITERIA FOR DETECTION BY BIRDS GRIDDED DOT PATTERN 1/4" D 2"2"VERTICAL LINE PATTERN 1/4" 2"2"STAGGERED DOT PATTERN 1/4" D 2"2"HORIZONTAL LINE PATTERN 2"2"VARIEGATED DOT PATTERN 2"2"VARIEGATED LINE PATTERN 1/4"1/4"1/4 " D EXAMPLES OF BIRD-FRIENDLY FRIT PATTERNS 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISCO CALIFORNIA 94107 415 .489 .2224 TEL 415 .358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISCO CALIFORNIA 94107 415 .489 .2224 TEL 415 .358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12" = 1'-0"8/10/2022 3:55:05 PM20045.00 ARCHITECTURAL MATERIAL BOARD ENT G-301 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 VISION GLASS SHADOW BOX FRITTED GLASS CURTAINWALL PERFORATED METAL WARM METALGLASS WITH GRAPHIC INTERLAYER CONCRETE RANGE OF POTENTIAL TEXTURES CEMENTITIOUS PANELLIGHT METAL 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 MATERIALS AND PAVING SITE ELEMENTS & OUTDOOR FURNISHING PICNIC AREA PEDESTRIAN BRIDGE OUTDOOR CAFE SEATING NATURE & DISCOVERY PLAY ELEMENTS NATURE & DISCOVERY PLAY ELEMENTS BAY TRAIL PUBLIC BICYCLE PARKINGOUTDOOR FITNESS STATIONSSOCIAL SEATING AREASCONCRETE SEAT WALLSPUBLIC PATHS THROUGH NATRUAL SETTING CAST-IN-PLACE CONCRETE - VARIETY OF FINISH CAST-IN-PLACE CONCRETE - COLOR VARIATION STABILIZED CRUSHED STONE PAVING NATURAL BOULDERS / RIPRAP NATURAL STONE SLABS TERRACED SEATING GATHERING SPACE/PERFORMANCE SPACE NATURE OVERLOOK LANDSCAPE CHARACTER AND MATERIALS ENT G-400 N/A 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 D ID ID ID ID ID ID ICTV UKNS TEPPER CLUST ER M4 19'-11"21'-3"23'-7"LOG TOWER 336'-8"31'-3"LOG PILE 4.1LOG STEP PER 1 3 '-1 0 " L OG STE PPE R 1 3 '-1 0 "L OG STE PPE R 1 3 '-1 0 "L OG STE PPE R 1 3 '-1 0 "(E) COMMERCIAL OFFICE (E) COMMERCIAL OFFICE (E) HOTEL S05 S04 S04 S04 2 ENT AS-331 1 ENT AS-331 S09 S29 S45 CENTER BUILDING SOUTH BUILDING SOUTH PARKING STRUCTURE NORTH PARKING STRUCTURE NORTH BUILDING 0'25' 50'100' 200' 2 ENT AS-301 1 ENT AS-302 +10.5' AVG TOP OF CURB BUILDING NORTH, SCD +10.5' AVG TOP OF CURB BUILDING CENTER, SCD +10.0' AVG TOP OF CURB PARKING NORTH, SCD +10.5' AVG TOP OF CURB PARKING SOUTH, SCD +14.5' AVG TOP OF CURB BUILDING SOUTH, SCD S11 S01 S02 S37 S03 S20S42 S14 S22 S01 S02 S03 S37 S11 S01 S02 S03 S37 S20 S42 S14 S22 S46 S46 S42 S20 S14 S46 382'57'192'60'241' S47 S47 S47 S18 S19 S08 S26 S17 S08 S13 S18 10'-0" FRONT SETBACK10'-0" FRONT SETBACK1 0'-0" SID E S E T B A C K 10'-0"10'-0"1 ENT AS-301 S47 S19 SAN FRANCISCO BAY EASTON CREEK3 ENT AS-331 S22 1 5 5' 1 8 5' 5 7' 1 4 2' SIDE SETBACK 10'-0" 10'-0" 10'-0" SIDE SETBACK 10'-0" SID E S E T B A C K 1 0'-0"1 0'-0"10'-0" REAR SETBACK10'-0" REAR SETBACK10'-0" REAR SETBACK1 0 '-0 " SI DE SET BA C K 10'-0"25'-2"13'-0"10'-0"S06 S05 S54 S05 S40 S23 S22 S43 S43 S21 S21 S42 S06 S10 S10 S54 S05 S15 S16 S16 S06 S10 S05 S10 S43 S43 S21 S21 S23 S22 S42 S29 S29 S29 #SITE PLAN KEYNOTESSITE PLAN LEGEND SITE EGRESS PATH PRIMARY BUILDING ENTRY PROPERTY LINE, SCD EASEMENT LINE, SCD SETBACK LINE, SCD 5 4 S A N FR AN C I S C O C ALIFORNIA 9 41 0 7 4 15 .4 8 9 .2 2 2 4 TEL 4 15 .3 5 8 .91 0 0 FA X WWW W.RNSSTUD IO .OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 S A N FR AN C I S C O C ALIFORNIA 9 41 0 7 4 15 .4 8 9 .2 2 2 4 TEL 4 15 .3 5 8 .91 0 0 FA X WWW W.RNSSTUDIO .OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 S A N FR AN C I S C O C ALIFORNIA 9 41 0 7 4 15 .4 8 9 .2 2 2 4 TEL 4 15 .3 5 8 .91 0 0 FA X WWW W.RNSSTUDIO .OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 1" = 50'-0"12/8/2022 12:24:26 PM20045.00 SITE PLAN - LEVEL 1 ENT AS-101 10/21/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 S01 BUILDING LOBBY S02 TENANT BIKE PARKING S03 TRASH/RECYCLING AREA INSIDE BUILDING S04 BAY TRAIL S05 (N) PUBLIC PARK S06 LOADING DOCK INSIDE BUILDING S08 BCDC 100' SHORELINE BAND, SCD S09 HIGH TIDE LINE, USACE JURISDICTIONAL BOUNDARY, SCD S10 BIORETENTION PLANTER, SCD, SLD S11 COMMERCIAL RESTAURANT SPACE S13 PROPOSED MAINTENANCE AND ACCESS EASEMENT, SCD S14 PLUMBING/BACKFLOW PREVENTER ROOM S15 (N) PEDESTRIAN BRIDGE S16 (N) PUBLIC PEDESTRIAN PATHWAY S17 DRAINAGE EASEMENT, SCD S18 CREEK ACCESS BUFFER ZONE, SCD S19 CITY OF BURLINGAME 75' SHORELINE SETBACK, SCD S20 PG&E SWITCHVAULT S21 MAIN ELECTRIC ROOM S22 FIRE COMMAND CENTER S23 FIRE PUMP ROOM / FIRE BACKFLOW S26 EASTON CREEK TOP OF BANK, SCD S29 PUBLIC BICYCLE PARKING, SLD S37 SERVICE YARD S40 SERVICE ROAD S42 EM GENERATOR ROOM S43 TRANSFORMER ROOM S45 FIRE APPARATUS HAMMERHEAD S46 FUEL OIL STORAGE ROOM S47 TENANT SPACE S54 NATIVE HABITAT AREA 2'-3"S10 3'-1" S10 S10 3'-1" S10 7'-0" S10 S10 S10 7'-0" 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - --- -- - - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - --- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 ENT AS-331 SOUTH PARKING STRUCTURE NORTH PARKING STRUCTURE 0'25' 50'100' 200' 2 ENT AS-301 1 ENT AS-302 CENTER BUILDING SOUTH BUILDING NORTH BUILDING TENANT SPACE TENANT AMENITY (FITNESS) TENANT AMENITY (CONFERENCE CENTER) TENANT AMENITY (F&B) TENANT SPACE TENANT AMENITY (FITNESS) TENANT AMENITY (CONFERENCE CENTER) TENANT AMENITY (F&B) S34 S34 S34 TENANT AMENITY (FITNESS) TENANT AMENITY (CONFERENCE CENTER) TENANT AMENITY (F&B) TENANT SPACE 1 ENT AS-301 3 ENT AS-331 #SITE PLAN KEYNOTES 5 4 SA N FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1" = 50'-0"8/17/2022 10:26:51 PM20045.00 SITE PLAN - LEVEL 2 ENT AS-102 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 S34 PRIVATE TENANT TERRACE 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - --- -- - - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - --- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 ENT AS-331 SOUTH PARKING STRUCTURE NORTH PARKING STRUCTURE 0'25' 50'100' 200' 2 ENT AS-301 1 ENT AS-302 CENTER BUILDING SOUTH BUILDING NORTH BUILDING TENANT SPACE TENANT SPACE TENANT SPACE S34 S34 S34 1 5 5' 1 8 5' 5 7' 1 3 1' 1 1' 206'176'57'191'61'242' 1 ENT AS-301 3 ENT AS-331 S50 #SITE PLAN KEYNOTES 5 4 SA N FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1" = 50'-0"8/17/2022 10:32:52 PM20045.00 SITE PLAN - LEVEL 6 ENT AS-106 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 S34 PRIVATE TENANT TERRACE S50 PUBLIC AIRPLANE VIEWING PLATFORM 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - --- -- - - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - --- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 ENT AS-331 SOUTH PARKING STRUCTURE NORTH PARKING STRUCTURE 0'25' 50'100' 200' 2 ENT AS-301 1 ENT AS-302 CENTER BUILDING SOUTH BUILDING NORTH BUILDING S35 S35 S35 S35 S35 S35 S34 S34 1 5 5' 1 8 5' 1 8 7' 1 1' 206'176'57'190'61'242' 1 ENT AS-301 3 ENT AS-331 S50 #SITE PLAN KEYNOTES 5 4 SA N FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1" = 50'-0"8/17/2022 10:16:43 PM20045.00 SITE PLAN - ROOF ENT AS-112 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 S34 PRIVATE TENANT TERRACE S35 SCREENED ROOFTOP MECHANICAL EQUIPMENT AREA S50 PUBLIC AIRPLANE VIEWING PLATFORM 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - --- -- - - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - --- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BUILDING COVERAGE BUILDING COVERAGE BUILDING COVERAGE BUILDING COVERAGE BUILDING COVERAGE EXTERIOR SITE AREA USACE USACE 0'25' 50'100' 200' SERVICE ROAD SERVICE ROAD SERVICE ROAD BUILDING COVERAGE EXTERIOR SITE AREA SERVICE ROAD USACE 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWWW.RNSSTUDIO. OCM 01 SECONDSTREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWWW.RNSSTUDIO. OC M 01 SECONDSTREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWWW.RNSSTUDIO. OC M 01 SECONDSTREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1" = 50'-0"8/29/2022 10:48:47 AM20045.00 SITE PLAN - BUILDING COVERAGE ENT AS-121 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 TYPE SF ACRES BUILDING COVERAGE 238,199 5.47 EXTERIOR SITE AREA 237,571 5.45 SERVICE ROAD 31,470 0.72 USACE 16,535 0.38 523,775 12.02 BUILDING COVERAGE AREA SCHEDULE 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2131%1%&36 %6 (17,7/(0(17$33/,&$7,21 $0&,5&8/$7,21',$*5$0%,.(6 3('(675,$16(17$6 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ BLDGSOUTH(BS)PARKINGSOUTH(PS)BLDGCENTER(BC)PARKINGNORTH(PN)BLDGNORTH(BN)12/09/2022ENTITLEMENT APPLICATION #303/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2131%1%&36 %6 (17,7/(0(17$33/,&$7,21 $0&,5&8/$7,21',$*5$09(+,&/(&,5&8/$7,21(17$6 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ BLDGSOUTH(BS)PARKINGSOUTH(PS)BLDGCENTER(BC)PARKINGNORTH(PN)BLDGNORTH(BN)12/09/2022ENTITLEMENT APPLICATION #303/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2131%1%&36 %6 (17,7/(0(17$33/,&$7,21(17,7/(0(17$33/,&$7,21 3035(680('352-(&73+$6,1*(17$63HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ 0’ 200’100’South Parking StructureSan Francisco BayNorthParking StructureOld Bayshore HwyAirport BoulevardEaston CreekSouth BuildingCenter BuildingNorth BuildingPHASE 3PHASE 1PHASE 2TEMPORARY BAY TRAIL UNTIL ADJACENT PHASE IS COMPLETEDTEMPORARY BAY TRAIL UNTIL ADJACENT PHASE IS COMPLETEDPHASING NOTES:The entire 12-acre Peninsula Crossing site is intended to be cleared of all existing improvements and safely fenced at the commencement of Phase 1, with the exception of certain Bayfront areas intended specifi cally for public access during construction.At the completion of Phase 1, Bay Trail access will be open to the public for the entire length of the site, using a combination of permanent and temporary bay trail segments as shown above03/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&0 6(&21' 675((77+ /)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2131%1%&36 %6 (17,7/(0(17$33/,&$7,21 $09,(:&255,'256',$*5$06(17$6 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ EXISTING VIEW CORRIDORS: OLD BAYSHORE TO THE EASTPROPOSED VIEW CORRIDORS: OLD BAYSHORE TO THE EASTREFER TO SHEET ENT AS-153 FOR A SCALED SITE PLANREFER TO SHEET ENT AS-152 FOR A SCALED SITE PLANTotal Frontage: 1412’View Corridor: 423’Building Frontage: 70%View Corridor: 30%Total Frontage: 1412’View Corridor: 446’Building Frontage: 68%View Corridor: 32%11122233344455512/09/2022ENTITLEMENT APPLICATION #303/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 N22\°01'00"W0.09' SSCO N57\°51'03"W 650.01' BASIS OF BEARINGS GMG17.23 SLB< (E) COMMERCIAL OFFICE (E) HOTEL 0'25' 50'100' 200' 3 5' 33'177' 1 2 0' 58' 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISCO CALIFORNIA 94107 415 .489 .2224 TEL 415 .358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISCO CALIFORNIA 94107 415 .489 .2224 TEL 415 .358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1" = 50'-0"8/17/2022 5:09:52 PM20045.00 VIEW CORRIDORS - EXISTING SITE PLAN ENT AS-152 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - --- -- - - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - --- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SOUTH PARKING STRUCTURE NORTH PARKING STRUCTURE 0'25' 50'100' 200' CENTER BUILDING SOUTH BUILDING NORTH BUILDING S34 S34 S34 1 5 5' 1 8 5' 5 7' 1 3 1' 1 1' 90'116'176'57'190'61'242' 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISCO CALIFORNIA 94107 415 .489 .2224 TEL 415 .358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISCO CALIFORNIA 94107 415 .489 .2224 TEL 415 .358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1" = 50'-0"8/17/2022 5:16:36 PM20045.00 VIEW CORRIDORS - PROPOSED SITE PLAN ENT AS-153 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2131%1%&36 %6 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 30&20081,7<%(1(),766800$5< /(*(1'(17$63HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ TRANSPORTATIONCommute.org ShutttleLayby Drop-off s **Bay Trail **Bay Trail access paths **Nature play / discovery **Layby Drop-off s **Bay Trail public parking **Contribution to Broadway Grade Separation ProjectSome items above are included in other categories as well, and designated with **Items shown with a thick outline are Tier 3 Community Benefi tsEstablish native habitat along Easton CreekEstablish native habitat at the South WetlandBird-safe facade designDark Sky lighting designLEED Gold targetEnergy Effi cient HVACRobust Bicycle FacilitiesRainwater ManagementEnhanced CommissioningEnhanced Indoor Air QualityLow-Emitting MaterialsDaylightingPurple Piping for IrrigationRaised grade such that FEMA will certify that entire site is no longer in the fl ood plainRaised building fi nish fl oor elevations from 10’ to 16’ (exceeding 13’ code requirement)~300’ wide shoreline protection at higher elevation is less subject to failure or maintenance issuesPublic open space raised to 17’ elevation, to have the same protection as the buildingsSeismically stabilized soil provided throughout building footprints, Bay Trail and open spaceDay-1 shoreline infrastructure to 17’ (seismically stabilized)Creek fl ood protection infrastructure to 16’Erosion protection up to 14’Flexible shoreline infrastructure design to allow future adaptationGRADE SEP.CONTRIBUTIONLAND DEDICATION25.12.040.C.7 (TIER 3)TIER 325.12.040.A&BHABITAT RESTORATION25.12.040.C.8 (TIER 3)CLIMATE CHANGE25.12.040.C.11 (TIER 3)SEA LEVEL RISE INFRASTRUCTURE25.12.040.C.12111111225342234567892334456789PUBLIC PLAZAS25.12.040.C.1South wetland plazaPlaza lighting featureCurb cut for event vehicle accessLighting/AV Hook-upsBay overlooks12345PUBLIC PARKS25.12.040.C.2Public open space (5-1/2ac)Nature play / discovery **Shoreline exploration areaOutdoor Fitness Area Public restroomsPublic seatingWayfi nding signageNew trees on site Public bike parkingPublic bike sharePublic bike repair kioskDrinking fountainsBay Trail Infrastructure12345678910111213South Wetland amphitheater w/ natural boulder seating Picnic plaza / event lawnPublic restaurantsAirplane viewing platformPublic artInterpretive signageEvent InfrastructureCULTURAL, ART & EVENT SPACE25.12.040.C.4123456703/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2131%1%&36 %6 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 30&20081,7<%(1(),76'(6&5,37,216(17$6 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ Peninsula CrossingSeptember 11, 2023CLIMATE CHANGE MEASURES | TIER 3 COMMUNITY BENEFITThe proposed project includes diverse sustainability features that exceed California Building Code, Calgreen, and Burlingame Reach Code Requirements. This includes:• LEED Gold target: energy reductions in the building HVAC systems, additional public and secure bike parking facilities, expanded rainwater management and retention areas, enhanced commissioning, enhanced indoor air quality and daylighting, low-emiź ing materials, purple piping for landscape irrigation, among others• Note that building is also designed with all-electric heating & cooling, which results in 73% reduction in GHG emissions relative to gas equivalentOverview of high-performance building design and sustainable site featuresSite plan showing stormwater retention areas throughout the siteHVAC system diagram maximizing eŴ ciency for laboratory and oŴ ce use with shared systemsLandscapebased stormwater collectionIndooroutdoor connections w/ balconiesAllelectric core/shell heating & coolingHighperformance building envelopeHVAC StrategyLab LabLab Office Lab OfficeOffice OfficeLab & Smoke Exhaust FanLab Exhaust RisersFloor-by-Floor AHUsLab, Vivarium ProgramOffice ProgramPeninsula CrossingSeptember 11, 2023LAND DEDICATION | TIER 3 COMMUNITY BENEFITView of proposed Bay Trail at the north end of the project site looking southView of pedestrian and bicycle bridge across Easton Creek with Bay overlooks.The following items will be dedicated to the City of Burlingame with a public access easement to guarantee public access to these new community facilities. Several of these easements exceed what could otherwise be required for public access by BCDC or the City. These land dedications include:• 1475 linear feet of new Bay Trail, connecting to existing Bay Trail segments to the north and south of the site• Public access paths to Bay Trail along both sides of Easton Creek and along North and South service drives• Nature Play/Discovery Area (refer to Park Space page for more info)• Layby drop-oŰ s (refer to Transportation page for more info)• 40 parking spaces dedicated for Bay Trail and public retail usersSite Plan - Bay Trail, Bay Trail access paths, and pedestrian bridge at Bay Trail across Easton CreekBay TrailBay Trail Public Access PathBay Trail Public Access PathBay Trail Public ParkingPeninsula CrossingSeptember 11, 2023Community Benefi ts Overview: Tier 3 & Development Agreement (DA) Benefi tsPublic Plaza(DA)Habitat Restoration(Tier 3)Climate Change(Tier 3)Sea Level Rise Infrastructure(DA)Transportation(DA)Land Dedication(Tier 3)Public Parks(DA)Cultural, Art & Gathering(DA)Grade Separation Contribution(DA)Peninsula CrossingSeptember 11, 2023HABITAT RESTORATION | ESTABLISH NATIVE HABITAT (TIER 3 COMMUNITY BENEFIT)Site plan showing proposed habitat creation areasACHILLEA MILLEFOLIUMCOMMON YARROWCEANOTHUS THYRSIFLORUSBLUEBLOSSOMASCLEPIAS FASCICULARISNARROW-LEAFED MILKWEEDARCTOSTAPHYLOS GLANDULOSAEASTWOOD MANZANITAELYMUS GLAUCUSBLUE WILDRYEEPILOBIUM CANUMCALIFORNIA FUCHSIAESCHSCHOLZIA CALIFORNICACALIFORNIA POPPYARTEMISIA CALIFORNICAEASTWOOD MANZANITAREPRESENTATIVE UPLAND PLANT SPECIESREPRESENTATIVE BIRD AND INSECT SPECIES LIKELY TO OCCUR IN PROPOSED HABITAT AREASThe project includes habitat enhancements to the banks of Easton Creek, zones adjacent to the mouth of Easton Creek, and to the area adjacent to the southern tidal wetland. These enhancements include:• Planting of native groundcovers, grasses, and shrubs consistent with native coastal scrub, and coastal grassland plant communities• Layered native shrub, grass, and herbaceous planting will support a variety of pollinators, birds, and small mammals • Plant species selected to provide shelter and food sources for targeted animal speciesAnna’s HummingbirdAcmon Blue Grey BuckeyeBewick’s wrenDark-Eyed JuncoHabitat Creation at Tidal Wetland Habitat Creation at Easton Creek Banks Habitat Creation at Mouth of Easton Creek Banks View of habitat area near Easton Creek View of habitat area adjacent to southern tidal wetland03/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2131%1%&36 %6 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 30&20081,7<%(1(),76'(6&5,37,216(17$6 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ Peninsula CrossingSeptember 11, 2023PUBLIC PARKS | PUBLIC OPEN SPACE AND AMENITIESView of natrual play area and Bay TrailView of outdoor Ų tness area along Bay TrailSite Plan - Public Open Space AreaPublicRestroomDrinking FountainOutdoor Fitness AreaDrinking FountainNature Discovery PlaygroundShoreline Exploration AreaBike Share Station and Repair KioskThe proposed plan includes 5-1/2 acres of contiguous public open space along the Bay shore and Easton Creek with a diverse array of uses and amenities. Features of the public open space include:• Generous public open space , made possible by strategy of maximizing below grade and structured parking public seating• Nature discovery & playground area with seating & play surface • Shoreline exploration and gravel “beach” area• Outdoor Ų tness area• Over 200 new trees• Public restrooms• Public Seating• WayŲ nding Signage• Over 100 Public bike parking spaces• Public bike share station• Public bike repair kiosk• Drinking fountains• The Bay Trail itself is also designed to exceed BCDC requirements and support an optimal experience w/ a wide travel area, shoulders, programmed views and support infrastructurePeninsula CrossingSeptember 11, 2023HABITAT RESTORATION | BIRD-SAFE FACADE DESIGNThe proposed project includes bird safe facade design strategies throughout to ensure the adjacent habitat is safe for birds and other species, and to protect migrating birds:• Glazing reŶ ectivity not to exceed 15%• Friź ed facades used to diŰ erentiate glazed surfaces• No clear glass guardrails• No vegetation behind glass• Project design exceeds requirements in the General Plan and Burlingame Municipal codeExamples of bird-Friendly glazingNorth Building with friź ed glass facades and articulated non-glazed balconies for bird safetyExamples of friź ed glass facades for bird safety',0(16,21$/&5,7(5,$)25'(7(&7,21%<%,5'69$5,(*$7(''273$77(519$5,(*$7('/,1(3$77(51'67$**(5(''273$77(51'+25,=217$//,1(3$77(51Peninsula CrossingSeptember 11, 2023PUBLIC PLAZA | SOUTH GATEWAY PLAZA & BAY OVERLOOKSView of South Plaza with eventView of Bay Overlook where Easton Creek meets the BayThe proposed site plan includes a publicly accessible Plaza with views to the Bay, opportunities to sit and gather, and space and infrastructure to support market tents and food trucks. The plaza includes:• Public Plaza of approximately 7,800 SF• Public Plaza accessible from the public sidewalk and the Bay Trail• Generous public seating areas• Curb cut for event vehicle access• Lighting throughout the Plaza and landscape spaces, including feature lighting in the Plaza• Drought-tolerant native and climate-adapted planting.• Shade trees at Plaza and seating areas• Electrical service for markets, food trucks and small events• Bay overlooks, designed to bring people close to the Bay to enjoy views and breezes. Two overlooks each have seating, trash receptacles, lighting for safety, and other features to support diverse user groups.Site Plan - South Wetland PlazaPublic Plaza Bay Overlook with SeatingBay Overlook with SeatingPeninsula CrossingSeptember 11, 2023HABITAT RESTORATION | DARK SKY LIGHTING DESIGN8 97 6 51234123548967SERVSERVSERVICEICEICE ROADROADROADNORNORNORTHTHTHSERVSERVSERVICE ICE ICE ROADROADROADCENCENCENTRALTRATRAOLD BAYSBAYSBAYSHOREHOREHOREHWYOLD BAYSHORE HWYAIRPAIRPAIRPORTORT ORT BLVDBLVDBLVDSERVSICE CROAD SOUTHThe proposed project includes a site lighting strategy designed to protect and preserve sensitive species using the habitat around the site. This strategy includes:• Limited lighting along shoreline and Easton Creek habitat areas• Lighting for public paths on timeclock to turn oŰ during late night hours• Minimal use of pole lighting and other Ŷ oodlighting Ų xtures• Lights typically pointed at building walls and away from habitat areas• Lights shielded for directional downlighting on paths and away from landscape areasSite lighting planExamples of shielded lighting and downlighting for exterior spaceSite lighting featuresRight03/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2131%1%&36 %6 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 30&20081,7<%(1(),76'(6&5,37,216(17$6 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ Peninsula CrossingSeptember 11, 2023CULTURAL, ART & EVENTS | PUBLIC ART AND INTERPRETIVE SIGNAGEPotential Interpretive Signage LocationPotential Interpretive Signage LocationPotential Interpretive Signage LocationPotential Interpretive Signage LocationPotential Interpretive Signage LocationPotential Public Art LocationThe proposed project includes plans for interpretive signage and public art that will enrich understanding of local history, ecology, and culture. The public art and interpretive signage program will include:• Prominent public art highlighting key public open space and integrated into landscape design• Interpretive/educational signage, distributed throughout the site, focused on Bay and wetland ecology, site history, and/or local cultureSite plan showing potential location for public art and interpretive signageInterpretive signage examplesPublic art examplesPeninsula CrossingSeptember 11, 2023CULTURAL, ART & EVENTS | SOUTH WETLAND AMPHITHEATER & NORTH PICNIC/EVENT LAWNPerformance Area and Community Gathering SpacePicnic Plaza and Event LawnSite plan showing location of performance area and community gathering spacesView of public picnic plaza, gathering space, and event lawnView of gathering space and performance area at south wetland and plaza areaThe proposed project includes gathering spaces that will support community events, performing arts, and casual everyday use. At the south wetland area a performance and gathering space of approximately 2500 sf includes the following features:• Stepped terrace seating area overlooking the wetland and Bay• Open area in front of seating area that will support performances, outdoor educational activities, wildlife-watching, and casual gatherings• Infrastructure (electric, AV, water hook-ups) for small events• Interpretive signage• Trees, landscaping, seating, and trash and recycling receptaclesNorth of Easton Creek, the Picnic Plaza area includes:• Public picnic tables and seating • Flexible lawn space for small events and gatherings• Terraced bleacher-style seating area with Bay views• Trees, landscaping, seating, and trash and recycling receptacles• Infrastructure (electric, AV, water hook-ups) for small eventsPeninsula CrossingSeptember 11, 2023CULTURAL, ART & EVENTS | PUBLIC RESTAURANTSThe proposed project includes two public-serving restaurants, one located in the South Building adjacent to the South Wetland, and the other located in the Center Building adjacent to Easton Creek. Both restaurants include the following features:• Indoor and outdoor dining options, with a design that promotes indoor and outdoor connectivity• Seating plazas situated between the restaurants and the Bay Trail• Public seating available for visitors not dining in the restaurant• Large-scale signage integrated with the building facades for easy wayŲ nding• Additional restrooms available inside each restaurant• Kitchen exhaust and grease waste systems built into the core-shell building design to reduce tenant Ų t-out cost & complexitySite Plan - Restaurants at Easton Creek and the south wetlandPublic restaurant along the south wetland adjacent to the Bay TrailPublic restaurant along Easton Creek, accessible from the Bay Trail and the Easton Creek pathsPeninsula CrossingSeptember 11, 2023CULTURAL, ART & EVENTS | AIRPLANE VIEWING PLATFORMThe proposed project includes an Airplane Viewing Platform as a family and community-focused amenity on the top level of the South Parking Structure. The viewing platform includes the following features:• Convenient access directly from the public parking spaces, also located in the same South Parking Structure• Signage and wayŲ nding leading visitors from their ground level arrival to the elevators and to the roof level viewing area• The viewing platform contains multiple seating conŲ gurations for visitors of diverse ages and abilities• Interpretive signage along the guardrail focused on aviation and Bay Area landmarks visible from the platform• Binocular viewers for close-up viewing of airplanes and the surrounding shorelineSite Plan - Viewing platform on top level of South Parking StructureAirplane viewing platform looking north towards SFOAirplane viewing platform looking southeast03/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2131%1%&36 %6 (17,7/(0(17$33/,&$7,21 (17,7/(0(17$33/,&$7,21 30&20081,7<%(1(),76'(6&5,37,216(17$6 3HQLQVXOD&URVVLQJ2OG%D\VKRUH+Z\%XUOLQJDPH&$ Peninsula CrossingSeptember 11, 2023SEA LEVEL RISE INFRASTRUCTUREThe Project’s sea level rise infrastructure will exceed the requirements of Section 25.12.050.I, providing both the Project and the community with state of the art protection from rising seas. The following are some ways that the sea level rise infrastructure will exceed City requirements:• Raised grade such that FEMA will certify entire site no longer in Ŷ ood plain• Raised building Ų nish Ŷ oor elevations from 10’ to 16’ exceeding 13’ code req.• ~300’ wide shoreline protection at higher elevation, less subject to failure or maintenance issues• Public open space raised to 17’ elevation, to have the same protection as the buildings• Seismically stabilized soil provided throughout building footprints, Bay Trail and open space• Day-1 shoreline infrastructure to 17’ (seismically stabilized)• Creek Ŷ ood protection infrastructure to 16’• Erosion protection up to 14’• Flexible shoreline infrastructure design to allow future adaptationSite plan showing areas of raised shoreline and sea level rise protectionShoreline section showing raised shoreline and raised building elevationsRaised shoreline, shoreline erosion protection, and raised Ų nish Ŷ oor elevationKEY PLANRaised Ground to 17’ at ShorelineRaised Ground to 17’ at ShorelineShoreline Erosion Protection Shoreline Erosion Protection Building Finished Floor at 16’ Creek Flood Protection to 16’ Peninsula CrossingSeptember 11, 2023TRANSPORTATION | COMMUTE.ORG SHUTTLE, LAYBYSThe proposed plan includes additional Ŷ exible and signiŲ cant community beneŲ ts in a variety of categories described below:• Commute.org shuź le service will be provided along Old Bayshore Highway• Shuź le is anticipated to run every 15 minutes during peak hours• Shuź le stop signage and information will be provided • One layby at the South Plaza and one layby at the Easton Creek corridor, each designed to support public drop-oŰ and pick-up, loading, car share access, and Ų re department apparatus use.View of layby drop-oŰ at Easton Creek corridorSite plan showing location of 2 layby drop-oŰ s and Commute.org shuź le service routeLayby Dropoȃ Commute.org Shuȍ le RouteLayby Dropoȃ View of layby drop-oŰ at South Building near corner with Airport Blvd.03/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 SOUTH FIRE/ SERVICE ROAD CENTER FIRE/ SERVICE ROAD PL SOUTH MARSH PUBLIC SPACE NORTH FIRE/ SERVICE ROAD SETBACK PL EASTON CREEK PUBLIC SPACE LOADING 12'-0" LEVEL 01 16'-0" LEVEL 02 35'-0" LEVEL 03 53'-0" LEVEL 04 69'-0" LEVEL 05 85'-0" LEVEL 06 101'-0" LEVEL 07 117'-0" LEVEL 08 133'-0" LEVEL 09 149'-0" LEVEL 10 165'-0" LEVEL 11 181'-0" NAVD88 0" ROOF 197'-0" T.O. PENT ROOF 213'-0" T.O. MECH SCREEN 225'-0" 5 4 SA N FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1" = 50'-0"8/17/2022 10:18:03 PM20045.00 SITE SECTION - NORTH/SOUTH ENT AS-331 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 1" = 50'-0"1 SITE SECTION - NORTH/SOUTH 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 ENTC-001 CTVCTVCTVCTVCTV F O F O FO FO 8"SS 8"SS 33"SSFM 8"SSFM 6"E 6"E 3"E4"E FO 12"WCTVCTVCTVCTVCTVCTVCTVC TVCT VCTV CTVPARCELII PARCEL VI PARCEL I PARCELIII PARCEL IV SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 20045.00 12/09/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 EXISTING CONDITIONS ENT C-100 1" = 50' 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 CTVCTVCTVCTVCTV F O F O FO FO 8"SS 8"SS 33"SSFM 8"SSFM 6"E 6"E 3"E4"E FO 12"WCTVCTVCTVCTVCTVCTVCTVC TVCT VCTV CTVSHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 20045.00 12/09/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 DEMOLITION PLAN ENT C-200 1" = 50' 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS DW Burlingame Venture, LLC 08/19/2022ENTITLEMENT APPLICATION #2 20045.00 09/15/2023 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 TENTATIVE MAP EXISTING PARCELIZATION PLAN ENT C-300 1" = 50' 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS DW Burlingame Venture, LLC 08/19/2022ENTITLEMENT APPLICATION #2 20045.00 09/15/2023 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 TENTATIVE MAP PROPOSED PARCELIZATION PLAN ENT C-301 1" = 50' 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS DW Burlingame Venture, LLC 08/19/2022ENTITLEMENT APPLICATION #2 20045.00 09/15/2023 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 PROPOSED CIVIL SITE PLAN ENT C-400 1" = 50' 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 20045.00 12/09/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 PROPOSED STREET SECTIONS ENT C-401 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 20045.00 12/09/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 PROPOSED STREET SECTIONS ENT C-402 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS DW Burlingame Venture, LLC 08/19/2022ENTITLEMENT APPLICATION #2 20045.00 09/15/2023 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 PROPOSED GRADING PLAN ENT C-500 1" = 50' 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 CTVCTVCTVCTVCTV F O F O FO FO 8"SS 8"SS 33"SSFM 8"SSFM 6"E 6"E 3"E4"E FO 12"W ≥ ≥ ≥ ≥ SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS DW Burlingame Venture, LLC 08/19/2022ENTITLEMENT APPLICATION #2 20045.00 09/15/2023 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 PROPOSED UTILITY PLAN ENT C-600 1" = 50' 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS DW Burlingame Venture, LLC 08/19/2022ENTITLEMENT APPLICATION #2 20045.00 09/15/2023 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 PROPOSED STORMWATER MANAGEMENT PLAN ENT C-700 1' = 50" 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 WITH CREDITS,CAPTURED AREA INCLUDES 100%OF TRIBUTARY ONSITE FRONTAGE AND 100%OFFSITE REDEVELOPED IMPERVIOUS AREA OFFSITE CREDIT SUMMARY (SEE NOTE 6): PORTION OF ROADWAY NORTH OF EASTON CREEK:3,831 SF PORTION OF AIRPORT BLVD TO SITE BIORETENTION:8,556 SF PORTION OF BAYSHORE HIGHWAY TO SITE BIORETENTION:2,733 SF TOTAL OFFSITE CREDIT REQUIRED (uncaptured site impervious):15,059 SF TOTAL OFFSITE CREDIT PROVIDED:15,120 SF CTVCTVCTVCTVCTV F O F O FO FO 8"SS 8"SS 33"SSFM 8"SSFM 6"E 6 "E 3"E4"E FO 12"W SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS DW Burlingame Venture, LLC 08/19/2022ENTITLEMENT APPLICATION #2 20045.00 09/15/2023 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 PROPOSED OFFSITE STORMWATER MANAGEMENT PLAN ENT C-701 1' = 50" 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 ENT C-800 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 20045.00 12/09/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 PROPOSED FIRE APPARATUS ACCESS PLAN 1' = 50" 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 12"W SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 20045.00 12/09/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 PROPOSED UNDERGROUND FIRE SERVICE PLAN ENT C-801 1' = 50" 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 ENT C-900.1 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 ENT C-900.2 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 ENT C-900.3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 20045.00 08/17/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 ENT C- FIRE TRUCK TURNING MOVEMENTS - OVERALL SITE CIRCULATION 1" = 50' 901 SHEET NO: SHEET TITLE: PROJECT NO.: DATE: SCALE: 20045.00 12/09/2022 ENT C-901 FIRE TRUCK TURNING MOVEMENTS - OVERALL SITE CIRCULATION 1" = 50' 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 20045.00 12/09/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 FIRE TRUCK TURNING MOVEMENTS - CALTRANS INTERSECTION ENT C-902 1" = 20' 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 20045.00 12/09/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 FIRE TRUCK TURNING MOVEMENTS - SITE ENT C-903 AS SHOWN 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 GIACALONE08-19-22 FDCFDC(N) FH(N) FH(N) FH (N) FH(N) FHSOUTH BUILDING SOUTH PARKING STRUCTURE ELEC.TRANSFORMERROOMTRANSFORMERROOMELEC.IDFGIACALONE08-19-22 FDC(N) FH(N) FH(N) FH(N) FHCENTER BUILDING NORTH BUILDING GIACALONE08-19-22 FDCFDC(N) FH(N) FH(N) FH(N) FH(N) FH (N) FH (N) FH(N) FH NOR T H PAR KI N G STR U C T U R E NOR T H BUI L DI N G TRANSFORMERROOMELEC.ROOMTRANSFORMERROOMELEC.ROOMGIACALONE08-19-22 P A R C E L I I P A R C E L V I P A R C E L I P A R C E L I I I PA R C E L 62 6 3 7 - 1 PA R C E L D D - 6 2 6 3 5 PA R C E L I X PA R C E L VI I PA R C E L VI I I PA R C E L V PR O P E R T Y L I N E PROPERTY LINE P R O P E R T Y L I N E 1" = 50' SYMBOL QUANTITYDESCRIPTION NOTES TREE REMOVAL AND PROTECTION LEGEND 0 25 50 100 300 SCALE IN FEET TREE REMOVAL PLAN ENT L-001 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 8/1/2022 5:48:22 PM20045.00 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 N/A EXISTING TREE INVENTORY ENT L-002 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 8/1/2022 5:48:22 PM20045.00 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 SA N F R A N C I S C O B A Y EASTON CREEKAIRPORT BOULEVARDPRO P E R T Y L I N E / BC D C 1 0 0 ’ BA N D BC D C 1 0 0 ’ B A N D OLD BAYSHORE HIGHWAY SOUTH PARKING STRUCTURE NORTH PARKING STRUCTURE NORTH BUILDING SOUTH BUILDING BUILDING 3 CENTER BUILDING LANDSCAPE SITE PLAN - ILLUSTRATIVE ENT L-101 1”=50’ 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 SA N F R A N C I S C O B A Y EASTON CREEKAIRPORT BOULEVARDPRO P E R T Y L I N E / L O W OLD BAYSHORE HIGHWAY BC D C 1 0 0 ’ BA N D BC D C 1 0 0 ’ B A N D SOUTH PARKING STRUCTURE NORTH PARKING STRUCTURE NORTH BUILDING SOUTH BUILDING CENTER BUILDING LANDSCAPE ROOF PLAN - ILLUSTRATIVE 1”=50’ ENT L-102 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 03/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 12/09/2022ENTITLEMENT APPLICATION #303/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 03/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 12/09/2022ENTITLEMENT APPLICATION #303/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 12/09/2022ENTITLEMENT APPLICATION #303/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 12/09/2022ENTITLEMENT APPLICATION #303/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 03/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 12/09/2022ENTITLEMENT APPLICATION #303/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 03/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 03/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 12/09/2022ENTITLEMENT APPLICATION #303/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 12/09/2022ENTITLEMENT APPLICATION #303/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 12/09/2022ENTITLEMENT APPLICATION #303/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 03/24/2022ENTITLEMENT APPLICATION08/19/2022ENTITLEMENT APPLICATION #212/09/2022ENTITLEMENT APPLICATION #309/18/2023ENTITLEMENT APPLICATION #4 ACHILLEA MILLEFOLIUM CEANOTHUS SPECIES IRIS DOUGLASIANA OLEA EUROPA ‘LITTLE OLLIE’ CERCIS OCCIDENTALIS PISTACIA CHINENSIS LOPHOSTEMON CONFERTA QUERCUS VIRGINIANA QUERCUS AGRIFOLIA PLATANUS X ACERIFOLIA WESTRINGIA FRUTICOSA ‘MUNDI’LOMANDRA LONGIFOLIA AESCULUS CALIFORNICA ALNUS RHOMBIFOLIA ARBUTS MARINA LUPINUS ALBIFRONS (FORM)LUPINUS ALBIFRONS (FLOWER)MIMULUS AURANTIACUS MYRICA CALIFORNICA MUHLENBERGIA RIGENS ERIOGONOM SPECIES ERIGERON GLAUCUS FRANGULA CALIFORNICA (FORM)FRANGULA CALIFORNICA (DETAIL) ARMERIA MARITIMA ARTEMESIA CALIFORNICA BACCHARIS PILULARIS CALAMAGROSTIS FOLIOSA PLANT AND TREE IMAGES N/A ENT L-315 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 3 SCALE: 1/8"=1'-0"BAY TRAIL AND NATURAL PLAY SHEET NO SHEET TIT PROJECT DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 30"x42", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inch KEYPLAN N DW Bu 05/2 1200 BAY HIGH Burlingame N SITE SCALE: 1/8"=1'-0"SOUTH WETLAND SCALE: 1/8"=1'-0"BUILDING ONE PLAZA SITE SECTIONS SECTION 1 - BAY TRAIL, NATURAL AREA, AND TERRACED SEATING SECTION 2 - BAY TRAIL AND NATURE PLAY 1/8” = 1’-0” ENT L-401 Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” MSL - MEAN SEA LEVEL MHHW - MEAN HIGHER HIGH WATER BFE - BASE FLOOD ELEVATION USACE: US ARMY CORPS OF ENGINEERS CDFW - CALIFORNIA DEPT OF FISH AND WILDLIFE RWQCB - REGIONAL WATER QUALITY CONTROL BOARD MSL - MEAN SEA LEVEL MHHW - MEAN HIGHER HIGH WATER BFE - BASE FLOOD ELEVATION USACE: US ARMY CORPS OF ENGINEERS CDFW - CALIFORNIA DEPT OF FISH AND WILDLIFE RWQCB - REGIONAL WATER QUALITY CONTROL BOARD LEGEND LEGEND KEY PLAN REFER TO SHORELINE ENGINEERING DRAWINGS FOR SEA-LEVEL RISE RESILIENCY ENGINEERING REFER TO SHORELINE ENGINEERING DRAWINGS FOR SEA-LEVEL RISE RESILIENCY ENGINEERING KEY PLAN 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 SCALE: 1/8"=1'-0"BAY TRAIL AT PICNIC AREA SCALE: 1/8"=1'-0"NORTH BUILDING LAWN 2 3 SCALE: 1/8"=1'-0"CENTER BUILDING CAFE AND BAYTRAIL OVERLOOK SCALE: 1/8"=1'-0"BAY TRAIL AT PICNIC AREA All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 30"x42", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inch D 1 2 SITE SECTIONS ENT L-402 SECTION 1 - CENTER BUILDING CAFE AND BAYTRAIL OVERLOOK SECTION 2 - BAY TRAIL AND PICNIC AREA Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” MSL - MEAN SEA LEVEL MHHW - MEAN HIGHER HIGH WATER BFE - BASE FLOOD ELEVATION USACE: US ARMY CORPS OF ENGINEERS CDFW - CALIFORNIA DEPT OF FISH AND WILDLIFE RWQCB - REGIONAL WATER QUALITY CONTROL BOARD MSL - MEAN SEA LEVEL MHHW - MEAN HIGHER HIGH WATER BFE - BASE FLOOD ELEVATION USACE: US ARMY CORPS OF ENGINEERS CDFW - CALIFORNIA DEPT OF FISH AND WILDLIFE RWQCB - REGIONAL WATER QUALITY CONTROL BOARD LEGEND LEGEND REFER TO SHORELINE ENGINEERING DRAWINGS FOR SEA-LEVEL RISE RESILIENCY ENGINEERING REFER TO SHORELINE ENGINEERING DRAWINGS FOR SEA-LEVEL RISE RESILIENCY ENGINEERING KEY PLAN KEY PLAN 1/8” = 1’-0” 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 EASTON CREEK_PLAZA2 3 EASTON CREEK_WEST EASTON CREEK_EAST All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 30"x42", then the drawing has been revised from its original siNoted scales must be adjusted. This line should be equal to one inch8/1/2022 5:46:05 PM1 EASTON CREEK_PLAZA2 ENT L-403 1/8” = 1’-0” SECTION 1 - EASTON CREEK_EAST SECTION 2 - EASTON CREEK_PLAZA SITE SECTIONS Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” MSL - MEAN SEA LEVEL MHHW - MEAN HIGHER HIGH WATER BFE - BASE FLOOD ELEVATION USACE: US ARMY CORPS OF ENGINEERS CDFW - CALIFORNIA DEPT OF FISH AND WILDLIFE RWQCB - REGIONAL WATER QUALITY CONTROL BOARD MSL - MEAN SEA LEVEL MHHW - MEAN HIGHER HIGH WATER BFE - BASE FLOOD ELEVATION USACE: US ARMY CORPS OF ENGINEERS CDFW - CALIFORNIA DEPT OF FISH AND WILDLIFE RWQCB - REGIONAL WATER QUALITY CONTROL BOARD LEGEND LEGEND REFER TO SHORELINE ENGINEERING DRAWINGS FOR SEA-LEVEL RISE RESILIENCY ENGINEERING REFER TO SHORELINE ENGINEERING DRAWINGS FOR SEA-LEVEL RISE RESILIENCY ENGINEERING KEY PLAN KEY PLAN 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 SCALE: 1/8"=1'-0"OLD BAYSHORE HWY AT NORTH BUILDING SCALE: 1/8"=1'-0"OLD BAYSHORE AT EASTON CREEK DROP-OFF SCALE: 1/8"=1'-0"OLD BAYSHORE AT CENTER BUILDING N/A L.S-404 SITE SECTIONS 54S A N F R AN C I S C OCALIFORNIA94107415.4 8 9.2 2 2 4 TEL415.3 5 8.91 0 0 F A XWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40 254SANFRANCISCOCALIFORNIA94107415.4 8 9 .2 2 2 4 TEL415.3 5 8.91 0 0 F A XWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40 254SANFRANCISCOCALIFORNIA94107415.4 8 9 .2 2 2 4 TEL415.3 5 8.91 0 0 F A XWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40 2 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 30"x42", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 05/20/202275% SCHEMATIC DESIGNREVISION LIST#DATE PN BN BC PS BS DivcoWest / Woodstock 08/19/2022100% SCHEMATIC DESIGN 8/1/2022 5:46:05 PM20045.00 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 1 2 3 SCALE: 1/8"=1'-0"OLD BAYSHORE HWY AT NORTH BUILDING SCALE: 1/8"=1'-0"OLD BAYSHORE AT EASTON CREEK DROP-OFF SCALE: 1/8"=1'-0"OLD BAYSHORE AT CENTER BUILDING N/A L.S-404 SITE SECTIONS 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TE L 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TE L 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TE L 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 30"x42", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 05/20/202275% SCHEMATIC DESIGN REVISION LIST#DATE PN BN BC PS BS DivcoWest / Woodstock 08/19/2022100% SCHEMATIC DESIGN 8/1/2022 5:46:05 PM20045.00 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 1 2 3 ENT L-404 SECTION 1 - OLD BAYSHORE HWY AT NORTH BUILDING SECTION 2 - OLD BAYSHORE HWY AT CENTER BUILDING Scale: 1/8” = 1’-0” SITE SECTIONS Scale: 1/8” = 1’-0” KEY PLAN KEY PLAN 1/8” = 1’-0” 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 CONCEPTUAL ART PROGRAM PLAN ENT L-501 1”=50’ SA N F R A N C I S C O B A Y EASTON CREEKAIRPORT BOULEVARDPRO P E R T Y L I N E / L O W OLD BAYSHORE HIGHWAY CONCEPTUAL POTENTIALPUBLIC ART LOCATIONS NOTE: IMAGES AND LOCATIONS ARE MEANT TO CONVEY PUBLIC ART CONCEPTS. FINAL PUBLIC ART PROGRAM AND LOCATION TO BE DETERMINED BC D C 1 0 0 ’ BA N D BC D C 1 0 0 ’ B A N D SOUTH PARKING STRUCTURE NORTH PARKING STRUCTURE NORTH BUILDING SOUTH BUILDING CENTER BUILDING 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 CONCEPTUAL SIGNAGE PLAN ENT L-502 1”=50’ SA N F R A N C I S C O B A Y EASTON CREEKAIRPORT BOULEVARDPRO P E R T Y L I N E / L O W OLD BAYSHORE HIGHWAY INTERPRETIVE SIGNAGELANDSCAPE SIGNAGE & WAYFINDING NOTE: IMAGES AND LOCATIONS ARE MEANT TO CONVEY SIGNAGE CONCEPTS. FINAL SIGNAGE PROGRAM AND LOCATIONS TO BE DETERMINED. BC D C 1 0 0 ’ BA N D BC D C 1 0 0 ’ B A N D SOUTH PARKING STRUCTURE NORTH PARKING STRUCTURE NORTH BUILDING SOUTH BUILDING CENTER BUILDING 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 5 4 S A N F R AN C I S C O C ALI F OR NI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F OR NI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F OR NI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 NOTES, LEGEND, AND ABBREVIATIONS ENT SS-001 NTS CIVIL NOTES: TIDAL PLANE NAVD88 DATUM (FEET) KING TIDE +8.41 MEAN HIGHER HIGH WATER (MHHW)+6.83 MEAN HIGH WATER (MHW)+6.21 MEAN SEA LEVEL (MSL)+3.33 MEAN LOW WATER (MLW)+0.40 NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)0.00 MEAN LOWER LOW WATER (MLLW) -0.79 FEMA ONE PERCENT ANNUAL CHANCE FLOOD ELEVATIONS NAVD88 DATUM (FEET) BASE FLOOD ELEVATION (SAN FRANCISCO BAY)+11.0 BASE FLOOD ELEVATION (EASTON CREEK)+10.0 STILLWATER ELEVATION (SWEL)+10.3 STRUCTURAL NOTES: 1.DESIGN LOADING: a.SEISMIC DESIGN: CALTRANS SEISMIC DESIGN CRITERIA (SDC), VERSION 2.0, DATED APRIL 2019. b.DEADLOAD: 150 pcf FOR REINFORCED CONCRETE 490 pfc FOR STEEL. c.LIVELOAD: HL-93 WITH "LOWBAY" AND P-15 DESIGN VEHICLE COMBINED WITH 90 psf PEDESTRIAN LOADING. d.EARTH LOADS: AT-REST PRESSURE = 60pcf STATIC ACTIVE PRESSURE = 35 pcf SEISMIC ACTIVE INCREMENT PRESSURE = 25 pcf ABBREVIATIONS: AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ABUT ABUTMENT ACBM ARTICULATED CONCRETE BLOCK MAT APPROX APPROXIMATELY BB BEGIN BRIDGE BCDC BAY CONSERVATION AND DEVELOPMENT COMMISSION BFE BASE FLOOD ELEVATION BIV BOX-IV CA CALIFORNIA CIP CAST-IN-PLACE CLSM CONTROLLED LOW STRENGTH MATERIAL CONC CONCRETE (E) EXISTING EB END BRIDGE ELEV ELEVATION FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY FFE FINISH FLOOR ELEVATION HTL HIGH TIDE LINE L.O.W LIMIT OF WORK MHHW MEAN HIGHER HIGH WATER MHW MEAN HIGH WATER MIN. MINIMUM MSL MEAN SEA LEVEL NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988 PC PRECAST PCF POUNDS PER CUBIC FEET PS PRESTRESSED PSF POUNDS PER SQUARE FEET RSP ROCK SLOPE PROTECTION SD STORM DRAIN SS SHORELINE STRUCTURE(S) ST STANDARD TYP TYPICAL CROSS-REFERENCE LEGEND SECTION IDENTIFICATION SHEET WHERE SHOWN DETAIL/SECTION IDENTIFICATION WHERE SHOWN (SEE NOTE) DETAIL IDENTIFICATION SHEET WHERE SHOWN B2 C-102 A1 S-101 A5 S-303 SAMPLE VIEW TITLE SCALE: NTS SHEET WHERE SECTION/DETAIL TAKEN (SEE NOTE) PHOTO IDENTIFICATION SHEET WHERE SHOWN DIRECTION OF THE PHOTO CD101 B7 PROJECT NO.: DATE: 20045.00 08/19/2022 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 --- - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------------------------------------------------------------------- --- - - - ------------ - ----- - --5 4 S A N F R AN C I S C O C ALI F OR NI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F OR NI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F OR NI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 EASTON CREEK BRIDGE BAY TRAIL SOUTH SHORELINE INFRASTRUCTURE BAY TRAIL NORTH SHORELINE INFRASTRUCTURE EASTON CREEK SHORELINE INFRASTRUCTURE SHORELINE STRUCTURES - SITE PLAN ENT SS-002 1" = 50' SHORELINE STRUCTURES - SITE PLAN SCALE: 1" = 40' 1 ENT SS-004 1 ENT SS-010 1 ENT SS-005 1 ENT SS-003 PROJECT NO.: DATE: 20045.00 08/19/2022 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 ----------------------------------5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9 .2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F AX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9 .2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F AX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9 .2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F AX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 BAY TRAIL PILE-SUPPORTED BOARDWALK SHORELINE STRUCTURES PLAN - SOUTH ENT SS-003 1:30 B ENT SS -004 BAY T R AI L BAY T R AIL BAY T R AILMATCHLINE - SEE SHEETROCK SLOPE PROTECTION ROCK SLOPE PROTECTION PROPER T Y B O U N D A R Y 290' A C 1 ENT SS-002 SHORELINE PLAN SCALE: 1" = 30' SLOPE PROTECTION PROJECT NO.: DATE: 20045.00 08/19/2022 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 - - - - - - - - -- - - - - - -- - - - - - -- - ----------- - - 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9 .2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F AX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9 .2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F AX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9 .2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F AX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 EASTON CREEK BRIDGE SEE SHEET ENT SS-010 SHORELINE STRUCTURES PLAN - NORTH ENT SS-004 1:30 D E F BAY TRAIL SEE SHEET ENT SS -003 MATCH LINE S E E S H E E T ENT SS-005 1 ENT SS-002 SHORELINE PLAN SCALE: 1" = 30' ROCK SLOPE PROTECTION ROCK SLOPE PROTECTION BAY TRAIL PILE-SUPPORTED BOARDWALK 102'MATCH LINEPROPERT Y B O U N D A R Y EAST OUTFALL 1 ENT SS-009 PROJECT NO.: DATE: 20045.00 08/19/2022 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 -- - - - - - - - - - - - - - - - - - - - - ---------------------------------------------------- - - - ---5 4 S A N F R AN C I S C O C ALI F OR NI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F OR NI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F OR NI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 EASTON CREEK BRIDGE SEE SHEET ENT SS-010 BAY T R A I L BAY TRAIL NORTH SHORELINE INFRASTRUCTURE SEE SHEET ENT SS-004 EASTON CREEK SHORELINE RETAINING WALL SHORELINE STRUCTURES PLAN - EASTON CREEK ENT SS-005 1:30 MATCH LINE S E E S H E E T ENT SS-004 EASTON CREEK SHORELINE RETAINING WALL BAY T R AI L F H I J SLOPE PROTECTION SLOPE PROTECTION (E) CONCRETE RETAINING WALL (E) CULVERT HEADWALL (E) CULVERT 1 ENT SS-002 SHORELINE PLAN SCALE: 1" = 30' WEST OUTFALL 2 ENT SS-009 PROJECT NO.: DATE: 20045.00 08/19/2022 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 19 22 12.5 A ENT SS-003 SECTION - SOUTH WETLAND 5 4 S A N F R AN C I S C O C ALI F OR NI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F OR NI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F OR NI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 SHORELINE SECTIONS 1 OF 3 ENT SS-006 1" = 10' B ENT SS-003 SECTION - BUILDING ONE PLAZA C ENT SS-003 SECTION - BAY TRAIL AND NATURAL PLAY PROJECT NO.: DATE: 20045.00 08/19/2022 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 6.3 24 14 12.6 BUILDING TWO CAFE AND BAYTRAIL OVERLOOK 5 4 S A N F R AN C I S C O C ALI F OR NI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F OR NI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F OR NI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 SHORELINE SECTIONS 2 OF 3 ENT SS-007 1" = 10' E ENT SS-004 BAY TRAIL AT PICNIC AREA F ENT SS-004 BUILDING TWO LAWN D ENT SS-004 SECTION - BUILDING TWO CAFE AND BAYTRAIL OVERLOOK PROJECT NO.: DATE: 20045.00 08/19/2022 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 28.5 27.5 23.9 20.8 5 4 S A N F R AN C I S C O C ALI F OR NI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F OR NI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F OR NI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 SHORELINE SECTIONS 3 OF 3 ENT SS-008 1' = 10' G ENT SS-005 SHORELINE STRUCTURES PLAN - EASTON CREEK H ENT SS-005 EASTON CREEK - PLAZA I ENT SS-005 EASTON CREEK - WEST J ENT SS-005 OLD BAYSHORE AT EASTON CREEK DROP-OFF PROJECT NO.: DATE: 20045.00 08/19/2022 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 STORMWATER OUTFALL ENT SS-009 AS SHOWN EAST OUTFALL SD MANHOLE SDPIPELINE WEST OUTFALL SD MANHOLE SD PIPELINE EASTON CREEKEASTON CREEK5 4 S A N F R AN C I S C O C ALI F OR NI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F OR NI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F OR NI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 ROCK SCOUR APRON ROCK SCOUR APRON 1 ENT SS-009 EAST OUTFALL - PLAN SCALE: 1" = 8' 2 ENT SS-009 WEST OUTFALL - PLAN SCALE: 1" = 8' PROJECT NO.: DATE: 20045.00 08/19/2022 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 7 PEDESTRIAN/VEHICULAR BRIDGE BAY TRAIL BAY TRAIL TOP OF BANK WINGWALL, TYP SEAT ABUTMENT, TYP BAY TRAIL CAST-IN-PLACE CONCRETE DECK PILE, TYP 5 4 S A N F R AN C I S C O C ALI F OR NI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F OR NI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F OR NI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 12/14/2022ENTITLEMENT APPLICATION #3 EASTON CREEK BRIDGE ENT SS-010 AS SHOWN WINGWALL, TYP NORTH ABUTMENT SOUTH ABUTMENT 62 11 62' WINGWALL, TYP GUARDRAIL FOOTING, TYP PRECAST CONCRETE BOX GIRDERS 1 ENT SS-004 BRIDGE PLAN SCALE: 1" = 5' 2 - BRIDGE ELEVATION SCALE: 1" = 5' A - TYPICAL BRIDGE SECTION SCALE: 1" = 2' 20' CLEAR WIDTH 22' OVERALL WIDTH OG FG EASTONCREEKTOP OF BANK TOP OF BANK PRECAST CONCRETE BOX GIRDERS CAST-IN-PLACE CONCRETE DECK STITCH PIER PILES, TYP HIGH TIDE LINE TOP OF BANK HIGH TIDE LINE BFE +10' NAVD8820 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 84 Quai des Sous-Mariniers Lighting the Way Marking safe routes and providing guidance for pedestrians is an important aspect of public lighting. Orientation luminaires and steplights by WE-EF are just the right tools for the job. Mounted close to the ground and featuring excellent glare control, they offer a high level of visual comfort. Shining far into the target area, their light accentuates both the course and condition of paths and stairs. Installed in walls, retaining structures or urban furniture, these luminaires are an effective instrument for functional urban illumination. Quai des Sous-Mariniers Toulon (FR) Installer: Provelec 1 2 3 5 4 8 9 8 97 6 1 2 3 4 5 Lighting Character - Precedent Images ILLUSTRATIVE SITE LIGHTING PLAN 1 (not to scale) 6 7SERVICE ROAD NORTHSERVICE ROAD CENTRALOL D B A Y S H O R E H W Y OLD BAYSHORE HWY AIRPORT BLVDSERVICE ROAD SOUTH12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 POE01 POE01 POE01 POE01POE01POE01POE01BPOE01BPOE01 POE01 POE01 POE01 POE02BPOE02POE02POE02 POE02 POE02 POE02 POE02 POE02 POE02 POE02 POE02 WSE01B WSE01B WSE01B WSE01B WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 POE03 POE03 BOE02 BOE02 EXISTING STREETLIGHT TO REMAIN 1.9 1.9 2.11.8 2.0 2.12.1 2.2 2.2 2.4 2.2 2.5 2.3 1.92.92.41.92.62.02.6 2.01.52.4 2.1 1.8 2.2 1.9 1.62.2 2.0 1.7 2.1 1.8 1.52.3 2.2 1.8 2.6 2.3 1.92.72.4 2.22.6 2.5 2.5 2.3 2.12.3 2.1 1.9 1.8 1.7 1.6 1.5 1.61.5 1.71.91.6 1.8 2.1 2.51.7 2.0 2.22.4 2.6 2.9 1.9 2.0 2.33.0 3.5 3.5 3.2 2.4 3.0 3.43.2 2.8 2.5 2.4 2.4 2.1 2.0 2.1 2.0 2.1 2.2 2.51.71.82.0 2.12.22.32.1 2.2 2.12.1 1.81.71.7 1.6 1.61.3 1.21.1 1.2 1.6 1.31.9 2.4 2.1 3.3 3.22.5 2.6 2.4 1.8 1.91.4 1.4 1.6 1.5 1.41.5 1.3 1.6 2.12.7 5.14.5 5.7 3.82.11.6 1.4 1.5 1.5 1.41.4 1.3 1.6 2.2 2.6 2.33.2 3.7 3.5 2.8 2.3 2.3 2.12.3 3.1 2.53.8 3.52.9 3.0 2.7 2.82.4 2.42.6 2.7 2.6 2.7 2.5 2.5 2.52.6 2.72.7 2.6 2.3 2.2 2.22.4 2.5 2.3 2.3 2.22.6 2.3 2.9 3.72.7 3.2 2.3 1.8 1.9 1.6 1.51.3 1.2 1.2 1.41.51.51.41.7 2.3 2.02.33.23.63.02.42.3 1.71.81.9 1.71.71.6 1.61.8 1.91.9 1.81.6 1.61.3 1.3 1.51.21.21.01.2 1.41.21.3 1.2 1.31.21.3 1.51.3 1.41.7 1.71.5 1.5 1.51.7 1.8 2.2 2.2 3.2 3.4 3.02.2 2.02.1 2.12.5 2.9 3.6 3.02.5 2.22.0 1.8 1.5 1.3 1.4 1.9 1.9 3.2 3.33.0 2.5 2.11.9 2.1 2.6 3.0 3.63.02.5 2.2 2.0 1.7 3.1 0.0 2.6 2.1 0.0 4.2 1.4 0.0 5.6 0.7 0.0 6.8 0.4 0.0 8.2 0.2 0.10.1 0.10.1 0.2 7.9 0.0 0.47.0 0.0 0.8 5.7 0.0 1.4 4.3 0.0 2.4 1.7 0.0 2.5 2.42.32.5 2.4 2.3 2.6 2.6 2.4 2.4 2.5 2.5 2.5 2.4 2.32.5 2.4 2 .3 2.3 2.3 2.4 2.4 2.3 2.2 2.1 2.6 2.4 2.3 2.2 2.2 2.6 2.6 2.5 2.3 2.1 2.4 2.4 2.5 2.4 2.2 2.22.2 2.3 2.3 2.4 2.72.6 2.9 3.5 2.5 2.9 3.2 2.0 2.1 2.5 1.3 1.5 1.81.0 1.0 0.9 0.8 3.41.8 2.1 2.4 1.3 1.3 1.1 1.31.7 1.71.8 1.9 2.0 2.1 1.9 2.0 1.9 2.02.02.2 2.1 2.02.5 2.1 2.12.1 2.1 2.32.32.1 2.4 2.52.7 3.2 2.2 2.1 1.9 1.9 2.0 2.02.2 2.2 2.32.62.7 3.1 3.23.32.1 2.2 2.1 1.9 1.81.7 1.8 1.81.9 2.02.2 2.6 2.9 3.13.4 3.4 3.02.32.3 2.52.41.91.7 1.6 1.61.7 1.8 1.82.0 2.3 2.52.9 3.3 3.02.6 2.0 2.2 2.32.62.3 1.9 1.6 1.61.6 1.6 1.71.71.8 2.0 2.1 2.4 2.62.5 2.4 2.1 2.02.32.5 2.2 1.8 1.61.6 1.5 1.61.6 1.6 1.71.81.9 2.02.2 2.2 2.22.0 2.1 2.3 2.32.11.91.7 1.6 1.61.5 1.6 1.61.61.6 1.7 1.8 2.1 2.32.1 2.0 2.32.42.2 2.0 1.8 1.71.6 1.6 1.61.6 1.5 1.51.61.7 1.8 2.0 1.9 1.7 1.52.5 2.42.22.0 1.9 1.8 1.61.7 1.7 1.61.51.5 1.7 1.81.9 1.9 2.6 2.4 2.2 2.22.1 2.0 2.0 1.91.71.7 1.5 1.61.8 1.9 2.4 2.32.5 2.4 2.32.3 2.2 2.0 1.9 1.71.5 2.4 2.3 2.3 2.22.2 2.2 2.12.12.0 2.1 2.32.4 2.3 2.12.12.3 2.5 2.32.0 1.20.7 0.91.3 1.4 0.6 0.81.1 1.5 1.5 0.6 0.70.8 1.1 1.61.71.9 0.7 0.6 0.60.7 0.8 1.11.41.6 1.91.2 0.9 0.70.7 0.8 0.91.1 1.4 1.72.1 1.7 1.4 1.10.9 0.8 0.91.1 1.3 1.6 2.0 2.52.7 2.2 1.71.41.2 1.1 1.01.1 1.3 1.6 2.0 2.42.82.9 2.7 2.42.42.0 1.6 1.4 1.41.4 1.5 1.7 2.1 2.42.83.0 2.8 2.7 2.2 2.32.6 2.4 2.0 1.7 1.71.8 1.92.1 2.3 2.63.3 3.1 2.82.6 2.4 1.6 1.9 2.2 2.4 2.32.01.9 2.1 2.32.5 2.6 3.0 3.2 3.43.3 2.71.6 1.7 2.0 2.2 2.32.2 2.1 2.8 3.0 3.03.43.2 2.92.8 2.8 1.9 2.0 2.22.3 2.3 2.8 2.9 2.92.8 3.4 3.12.71.9 2.12.2 2.3 2.22.5 2.7 2.72.7 2.8 3.32.9 2.0 1.8 2.0 2.42.52.5 2.3 2.5 1.6 1.51.6 2.12.52.4 2.4 2.3 1.41.4 1.6 2.1 2.6 2.5 1.6 2.3 2.73.5 0.9 1.41.11.4 1.7 1.91.9 1.01.2 1.4 1.72.1 2.12.01.71.2 1.5 1.61.9 2.22.22.1 1.4 1.81.9 1.8 1.92.1 2.5 1.41.6 1.8 1.9 1.71.7 1.7 1.3 1.6 1.8 1.91.9 1.7 1.4 1.8 2.0 2.0 1.71.22.0 0 .2 0.4 0.50.3 0.6 0.3 0.5 1.8 3.60.5 2.3 5.3 0.2 0.4 0.7 0.2 0.2 0.4 0.30.4 1.2 2.12.1 1 1.8 0.2 0.2 1.5 0.3 0.8 4.1 5.6 0.4 0.4 0.4 0.9 2.5 2.4 0.3 0.1 0.2 0.3 0.4 1.2 5.3 1.2 0.1 0.2 0.3 0.4 1.0 2.7 0.1 0.2 0.5 0.8 0.4 0.1 0.2 0.3 1.1 3.6 0.4 0.2 0.4 1.4 8.3 0.2 0.4 0.5 0.4 0.2 0.3 0.9 1.9 0.2 0.2 0.5 2.0 12 .4 0.2 0.3 0.5 0.8 0.2 0.1 0.3 0.7 1.0 0.1 0.2 0.5 2.1 7.3 0.3 0.5 1.8 1.0 0.3 0.5 0.6 0.2 0.2 0.5 1.8 2.8 0.3 0.7 3.4 0.3 0.4 0.5 0.5 1.3 1.1 0.3 0.9 4.3 0.2 0.4 0.6 1.3 0.4 0.9 0.5 0.3 0.9 3.9 0.2 0.4 1.0 4.6 0.4 0.6 0.4 0.3 0.9 2.6 0.2 0.4 1.5 10.0 0.3 0.5 0.5 0.3 0.8 1.4 0.20.5 1.8 9.8 0.3 0.5 1.1 0.3 0.6 0.8 0.2 0.5 1.8 5.00.3 0.6 2.2 0.3 0.6 0.5 0.2 0.3 0.6 2.0 2.1 0.4 0.5 0.9 4.2 0.5 0.7 0.9 0.6 0.6 0.8 1.6 3.7 0.6 0.7 1.0 1.2 2.3 0.6 0.7 1.1 3.0 3.2 0.5 0.6 0.7 0.8 1.1 5.00.1 0.5 0.6 1.2 1.7 0.1 0.1 0.1 0.2 0.7 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.4 0.9 0.8 0.1 0.1 0.2 0.8 2.8 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1.4 1.1 0.9 0.9 1.0 1.1 0.9 0.8 0.8 0.9 1.0 1.1 1.1 1.0 1.2 1.3 1.7 1.3 1.3 1.6 2.02.4 1.7 1.4 1.4 1.5 1.9 2.2 1.8 1.6 1.6 2.1 1.7 1.6 1.6 1.3 1.6 1.5 1.4 1.5 1.4 1.4 1.4 1.3 1.2 1.1 1.1 1.1 1.0 1.3 1.0 0.9 1.3 1.0 1.9 1.23.0 1.7 4.2 3.9 3.2 3.2 2.6 2.2 1.7 1.7 1.3 1.3 1.6 1.5 1.5 1.4 1.3 1.3 1.2 1.3 1.4 1.5 1.4 1.4 1.3 1.2 1.3 1.4 1.3 1.4 1.4 1.4 1.2 1.2 1.2 1.3 1.4 1.5 1.3 1.3 1.2 1.2 1.1 1.2 1.31.2 1.1 1.01.0 0.9 0.9 0.90.9 1.0 1.1 1.1 1.1 1.1 1.0 0.9 0.9 0.9 0.9 0.9 1.1 0.9 1.0 0.9 0.8 0.6 0.5 0.4 0.40.4 0.41.2 1.0 1.3 1.2 1.2 1.0 0.9 0.8 0.8 0.8 0.9 0.91.0 1.2 1.2 1.0 0.8 0.5 0.5 0.5 0.5 1.6 3.8 2.6 2.1 2.01.6 1.5 1.4 1.4 1.41.3 1.4 1.2 1.1 1.1 1.1 1.21.1 1.2 1.31.21.3 1.2 1.2 1.2 1.2 1.21.2 1.3 1.2 1.2 1.2 1.11.2 1.2 1.2 1.11.2 1.2 1.2 1.2 1.1 1.31.4 1.3 1.1 1.1 1.2 1.4 1.5 1.4 1.4 1.8 5.1 2.3 1.7 1.2 2.53.2 1.7 1.1 2.3 1.61.51.9 1.91.71.4 2.0 1.9 1.7 1.41.21.9 1.51.3 1.1 1.0 1.01.71.2 1.0 0.90.9 0.9 1.2 1.0 0.9 0.90.9 0.9 1.4 1.11.0 1.0 1.01.11.5 1.2 1.11.2 1.3 1.41.61.5 1.6 1.71.7 1.8 1.9 1.92.2 2.0 1.9 1.91.81.9 1.8 1.8 1.91.9 2.0 1.9 1.81.6 1.7 1.91.6 2.02.1 2.1 1.8 1.51.51.7 1.71.62.1 2.7 2.82.6 1.9 1.6 1.71.71.5 3.7 2.82.5 2.3 2.1 1.82.32.6 1.5 1.5 1.5 1.7 1.7 1.6 1.6 1.81.9 2.1 2.12.5 3.0 1.61.8 1.91.8 2.02.1 2.4 1.3 1.6 1.81.6 1.6 1.81.1 1.5 1.71.6 1.3 1.31.0 1.1 1.51.9 1.8 1.71.1 1.1 1.11.6 2.0 1.71.3 1.2 1.21.4 2.12.3 1.5 1.5 2.52.9 2.2 1.8 2.22.9 2.7 2.8 2.7 2.42.5 3.0 2.9 2.72.3 3.0 3.02.4 2.1 2.9 3.02.4 2.0 2.72.62.5 2.02.2 2.1 1.9 1.5 2.0 1.81.4 1.51.51.01.10.80.91.0 0.7 0.8 1.00.7 0.80.6 0.71.0 0.70.8 1.00.9 0.9 1.4 1.2 1.11.5 1.31.6 1.51.6 1.71.5 1.6 1.71.7 1.4 1.8 1.9 1.82.02.5 1.42.1 2.7 0.81.2 2.6 3.00.81.4 2.60.7 1.0 1.92.6 0.8 1.3 2.1 2.3 0.91.6 2.4 0.81.1 2.12.71.2 1.5 3.01.7 2.1 2.9 1.6 1.82.4 2.4 1.81.9 2.1 1.71.8 1.6 1.71.8 1.8 1.41.61.8 2.1 2.41.7 2.32.6 1.4 1.62.7 3.1 1.31.6 2.6 1.11.3 2.02.5 1.11.5 2.2 2.2 1.1 1.82.5 1.0 1.22.2 2.7 1.31.6 3.0 1.7 2.12.81.6 1.7 2.3 2.52.0 2.62.52.6 2.5 2.2 2.32.4 2.6 2.42.4 2.3 2.42.4 2.8 2.62.52.1 2.02.0 2.2 2.32.4 2.6 3.12.8 2.4 1.41.61.9 2.12.1 2.3 2.42.6 2.5 1.21.3 1.5 1.82.0 2.1 1.9 2.0 1.1 1.11.1 1.2 1.61.91.8 1.8 1.7 1.0 1.01.0 1.0 1.21.41.6 1.61.1 1.0 1.00.9 1.1 1.21.2 1.3 1.31.51.4 1.3 1.21.1 1.1 1.41.6 1.4 1.81.8 1.71.61.7 1.5 1.9 2.2 1.51.7 1.8 1.71.81.8 2.22.6 3.2 1.21.4 1.7 1.81.91.9 2.12.7 1.0 1.01.2 1.5 1.71.81.7 1.51.9 1.01.0 1.0 1.2 1.71.9 1.7 1.6 1.1 1.21.11.1 1.0 1.41.8 1.7 1.3 1.2 1.31.41.5 1.7 1.7 2.0 2.11.6 1.5 1.41.5 1.7 2.43.2 3.4 1.91.9 1.8 1.71.8 1.8 2.13.3 4.3 1.81.9 1.8 1.81.8 1.8 1.92.0 1.31.41.7 1.82.0 1.9 1.7 1.7 1.2 1.21.2 1.5 1.82.0 2.1 1.6 1.5 1.1 1.11.11.2 1.62.2 2.6 2.31.4 1.2 1.11.1 1.2 1.42.4 3.0 2.81.6 1.4 1.21.2 1.5 1.92.4 3.0 2.3 2.0 1.7 1.61.4 1.6 2.2 2.5 2.72.6 2.62.32.2 2.1 2.32.7 2.8 2.62.5 2.5 3.03.4 2.7 3.03.42.5 EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - POE02 EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN POE02 POE02 POE02 POE02 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 WSE01 WSE01 WSE01 WSE01B WSE01B WSE01B WSE01 WSE01 WSE01 BOE02 BOE02 SLE01 SLE01 BRIDGE LIGHTING PENDING FURTHER DESIGN DEVELOPMENT CALCULATION ASSUMPTIONS: • All calculation points represent horizontal light level at ground plane in footcandles (fc). • Light loss factor (LLF) for the exterior lighting calculation = 0.90 • Existing street and pedestrian light fixtures from adjacent properties (within public right of way) are included in the calculation as shown on the adjacent plan. These lights are assumed as existing-to-remain. • Interior lighting from buildings, as well as exterior facade lighting, are excluded from site lighting calculations. • Refer to sheet LT-103 for explanation of target site lighting levels. • Refer to sheet LT-103 for fixture descriptions and mounting heights. • Existing and new “cobrahead” streetlights on Old Bayshore Hwy and Airport Blvd are based on Caltrans standard Type 15 (drawing ES-6A) at 30’ tall pole and 12’ cantilevered mast arm, resulting in nominal 34’ mounting height for light fixture. CREE LEDway LED Street Light at Type 3M distribution and nominal 15,900 delivered lumens are utilized to meet target light levels. • In addition, new “pedestrian scale” streetlights (Type POE02 @ nominal 19.5’ mounting height) are added as infill between the taller cobrahead streetlights. POE02 are currently BEGA #77858 per Burlingame Public Works suggestion (matching Burlingame Point). POE02 lights are Type III Short distribution with nominal 4530 delivered lumens. Roadway Target - Old Bayshore Hwy Average = 1.2cd/m2 (1.7fc) Avg/Min Ratio < 3.0 Max/Min Ratio < 5.0 Roadway Target - Airport Blvd Average = 0.8cd/m2 (1.1fc) Avg/Min Ratio < 3.0 Max/Min Ratio < 5.0 Roadway Target - Service Roads Average = 0.5cd/m2 (0.7fc) Avg/Min Ratio < 6.0 Max/Min Ratio < 10.0 Sidewalk Target - Old Bayshore Hwy Average = 1.4fc Sidewalk Target - Airport Blvd Average = 0.9fc Sidewalk Target - Service Roads Average = 0.6fc Bikelane Target - Old Bayshore Hwy Average = 0.9c Avg/Min Ratio < 5.0 Bikelane Target - Airport Blvd Average = 0.9c Avg/Min Ratio < 5.0 Intersection Target (IES)- Old Bayshore Hwy & Airport Blvd Average = 2.0fc Avg/Min Ratio < 3.0 Intersection Target (IES)- Old Bayshore Hwy & Service Roads Average = 1.9fc Avg/Min Ratio < 3.0 Intersection Target (Caltrans) - Old Bayshore Hwy & 101 On/Off Ramps Min > 0.15fc on the area bounded by the crosswalks Min > 0.60fc at the intersection of centerlines of the entering streets Typical traffic-scale cobrahead fixture @ nominal 34’ mounting height; blue “web” graphic indicates aiming orientation. Typical pedestrian-scale fixture @ nominal 19.5’ mounting height; blue “web” graphic indicates aiming orientation. Typical wall-mounted driveway light fixture @ nominal 17’ mounting height; blue “web” graphic indicates aiming orientation. Red circle (enclosing light fixture) indicates existing street light location. Light fixture shall be renovated or replaced with new fixture in same location. Red circle (without light fixture) indicates existing street light fixture to be removed and replaced by adjacent street lights per AHJ standards. Red circle with corresponding arrow indicates relocated (new) fixture of same type as the former existing fixture. Light levels measured on the ground plane in footcandles (fc). Typical grid spacing is 5’ on center for each calculation point. Black points = Roadways Magenta points = Intersections Blue points = Sidewalks / Ped Paths L AT HROP S T RE E T MAI N S T RE E T BEECH STREET CEDAR STREETC ED A R STR EETC D ESidewalk lighting fromoverhead canopy EXISTING COBRAHEAD POE02B POE02B POE02B POE01 POE01 POE01 POE01 POE01 01 POE01 POE01 POE02 POE02 POE02 POE02 POE02 POE02 POE03POE03POE02 SHASTA DENSE TREES GROUND NOT VISIBLE POE02 POE02 POE01 Contribut parking r Contribution from parking ramp lighting TBD L AT HROP S T RE E T MAI N S T RE E T B E E C H S T R E E T CEDAR STREETC ED A R STR EETC D ESidewalk lighting fromoverhead canopy EXISTING COBRAHEAD POE02B POE02B POE02B POE01 POE01 POE01 POE01 POE01 01 POE01 POE01 POE02 POE02 POE02 POE02 POE02 POE02 POE03POE03POE02 SHASTA DENSE TREES GROUND NOT VISIBLE POE02 POE02 POE01 Contribut parking r Contribution fromparking ramp lighting TBD L AT HROP S T RE E T MAI N S T RE E T B E E C H ST R E E T CEDAR STREETC ED A R STR EETC D E Sidewalk lighting from overhead canopy EXISTING COBRAHEAD POE02B POE02B POE02B POE01 POE01 POE01 POE01 POE01 01 POE01 POE01 POE02 POE02 POE02 POE02 POE02 POE02 POE03 POE03 POE02 SHASTA DENSE TREES GROUND NOT VISIBLE POE02 POE02 POE01 Contribut parking r Contribution from parking ramp lighting TBDCHESTNUT STREETPOE01 TA STREET LEGEND:CALCULATION SUMMARY: L AT HROP S T RE E T MAI N S T RE E T B E E C H ST R E E T CEDAR STREETC ED A R STR EETC D E Sidewalk lighting from overhead canopy EXISTING COBRAHEAD POE02B POE02B POE02B POE01 POE01 POE01 POE01 POE01 01 POE01 POE01 POE02 POE02 POE02 POE02 POE02 POE02 POE03 POE03 POE02 SHASTA DENSE TREES GROUND NOT VISIBLE POE02 POE02 POE01 Contribut parking r Contribution from parking ramp lighting TBD Photometrics for building plazas and exterior entrance areas pending further design development PROJECT PROPERTY LINE OLD BAYSHORE HWY AIRPORT BLVDBS BN PN PSBC 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 (Service Roads) (Airport Blvd) (Old Bayshore Hwy) TARGET ILLUMINATION FOR ROADWAYS Project will use these IES target light levels @ intersections based on expected pedestrian activity ROADWAY CLASSIFICATIONS: MAJOR = Principal network for through- traffic flow [but not Freeway or Expressway]; often known as “arterials or thoroughfares.” COLLECTOR = Roadways servicing traffic between major and local streets. LOCAL = Primarily for direct access to residential, commercial, industrial, or other abutting property. (Source: IES-RP8-2021) PEDESTRIAN CLASSIFICATIONS HIGH = over 100 pedestrians/hour MEDIUM = 1 to 100 pedestrians / hour LOW = 10 or fewer pedestrians / hour (Source: IES-RP8-2021)(1.7fc) (1.1fc) (0.7fc) US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 Rev. Date: V5 06/24/2020 LEDway® Series LEDway® LED Street Light Ordering Information Example: STR-LWY-2M-HT-02-E-UL-SV-700 STR-LWY HT E Product Optic Mounting LED Count (x10) Series Voltage Color Options*Drive Current Options STR-LWY 2M Type II Medium 2S Type II Short 3M Type III Medium 4M Type IV Medium 5M Type V Medium HT Horizontal Tenon 02 03 04 05 06 07 08 09 10 11 12 E UL Universal 120-277V UH Universal 347-480V BK Black BZ Bronze SV Silver 525 525mA 700 700mA DIM 0-10V Dimming - Control by others - Refer to Dimming spec sheet for details - Can't exceed specified drive current R NEMA® Photocell Receptacle - 3-pin receptacle per ANSI C136.10 - Intended for downlight applications with maximum 45˚ tilt - Requires photocell or shorting cap (by others) UTL Utility - Includes exterior wattage label that reflects watts for the drive current selected. The ability to exceed selected drive current will be disabled 40K 4000K Color Temperature - Minimum 70 CRI - Color temperature per luminaireTRL Amber Turtle Friendly LEDs - Available only with 350mA only - Available only with 40, 60, 100, 120 LED counts - Lumen multiplier from 5700K, 525mA : 0.29 (350mA) - Power multiplier from 525mA: 0.50 - 600nm dominant wavelength - Additional shielding (by others) may be required for Florida Fish and Wildlife Conservation Commission compliance * Light engine portion of extrusion is not painted and will remain natural aluminum regardless of color selection Product Description Luminaire housing is all aluminum construction. Standard luminaire utilizes terminal block for power input suitable for #2-#14 AWG wire. Luminaire is designed to mount on a 2" (51mm) IP, 2.375" (60mm) O.D. horizontal tenon and/or a 1.25" (32mm) IP, 1.66" (42mm) O.D. horizontal tenon (minimum 8" [203mm] in length) and is adjustable +/- 5° to allow for luminaire leveling (two axis T-level included). Applications: Roadway, parking lots, walkways and general area spaces Accessories Field-Installed Bird Spikes for Light Engine XA-BRDSPK30 - 20-30 LED XA-BRDSPK60 - 40-60 LED XA-BRDSPK90 - 70-90 LED XA-BRDSPK120 - 100-120 LED Bird Spikes for Housing XA-BRDSPKHSG Shorting Cap XA-XSLSHRT External Backlight Shield XA-XSLBLS30 - 20-30 LED XA-XSLBLS60 - 40-60 LED XA-XSLBLS90 - 70-90 LED XA-XSLBLS120 - 100-120 LED Patented NanoOptic® Product Technology Assembled in the U.S.A. of U.S. and imported parts CRI: Minimum 70 CRI CCT: 4000K (+/- 300K), 5700K (+/- 500K) standard Limited Warranty†: 10 years on luminaire/10 years on Colorfast DeltaGuard® finish Performance Summary LED Count (x10) Dim. "A"Weight 02 17.5" (443mm) 13.0 lbs. (5.9kg) 03 17.5" (443mm) 13.5 lbs. (6.1kg) 04 22.0" (559mm) 16.5 lbs. (7.5kg) 05 22.0" (559mm) 17.0 lbs. (7.7kg) 06 22.0" (559mm) 17.5 lbs. (7.9kg) 07 26.8" (681mm) 22.0 lbs. (10.0kg) 08 26.8" (681mm) 22.5 lbs. (10.2kg) 09 26.8" (681mm) 22.5 lbs. (10.2kg) 10 33.1" (842mm) 27.5 lbs. (12.5kg) 11 33.1" (842mm) 28.0 lbs. (12.7kg) 12 33.1" (842mm) 28.0 lbs. (12.7kg) 10.6"(269mm) 4.7"(121mm ) Light Engine CoverLatches(tool-less entry) Housing By Others “A” † See http://creelighting.com/warranty for warranty terms LED pole top luminaires with asymmetrical wide beam light distribution Type: BEGA Product: Project: Voltage: Color: Options: Modified: BEGA-US 1000 BEGA Way, Carpinteria, CA 93013 (805) 684-0533 FAX (805) 566-9474 www .bega-us .com ©copyright BEGA-US 2016 Updated 01/19 Housing: Die-cast alumnimum housing and slip fitter. Slip fits 3" O.D. pole top, secures th pole with integrated slip fitter mechanism and single set screw. Die castings are marine grade, copper free (≤ 0.3% copper content) A360.0 aluminum alloy. Enclosure: Faceplate is hinged; constructed of die-cast aluminum with toolless access latch for easy maintenance. Tempered clear safety glass with an anti-reflective coating. Optical reflector of pure annodized aluminum. Fully shielded light distribution for no trespass above horizontal. Fully gasketed for weather tight operation using molded silicone gasket. Electrical: 50.6W LED luminaire, 57.0 total system watts, -30°C start temperature. Integral 120V through 277V electronic LED driver, 0-10V dimming. Integral surge protection to protect the luminaire against surges rated up to 10kV. LED module(s) are available from factory for easy replacement. Standard LED color temperature is 4000K with a >80 CRI. Available in 3000K (>80 CRI); add suffix K3 to order. Note: LEDs supplied with luminaire. Due to the dynamic nature of LED technology, LED luminaire data on this sheet is subject to change at the discretion of BEGA-US. For the most current technical data, please refer to www.bega-us.com. Finish: All BEGA standard finishes are polyester powder coat with minimum 3 mil thickness. Available in four standard BEGA colors: Black (BLK); White (WHT); Bronze (BRZ); Silver (SLV). To specify, add appropriate suffix to catalog number. Custom colors supplied on special order. CSA certified to U.S. and Canadian standards, suitable for wet locations. Protection class IP66 Weight: 10.6 lbs. EPA (Effective projection area): 1.5 sq. ft. Luminaire Lumens: 4527 Single pole-top luminaires Lamp A B C 77 858 50.6 W LED 10 1⁄4 2 1⁄4 20 1⁄2 B CC 15° A B A B A TARGET ILLUMINATION FOR INTERSECTIONS 3 TARGET ILLUMINATION FOR SIDEWALKS 52 STREET LIGHTING EQUIPMENT (OLD BAYSHORE HWY & AIRPORT BLVD) 6 ROADWAY CLASSIFICATIONS 1 TARGET ILLUMINATION FOR BIKEWAYS WITHIN ROAD RIGHT OF WAY (aka Bike Lanes)4 OLD BAYSHORE HWY SIDEWALK 1.3fc Average* AIRPORT BLVD SIDEWALK 0.9fc Average* SERVICE ROAD SIDEWALK 0.6fc Average* * IES recommends that sidewalk illumination (adjacent roadways) be 80% of roadway , using conversion factor 1cd/m2 = 15lux (1.5fc) Table 12-1. Pavement Illuminance Criteria for Full Intersection Lighting (Lux / Fc) (Source: IES-RP8-2021, Recommended Practice: Lighting Roadway and Parking Facilities) Table 11-1. Lighting Design Criteria for Streets (Source: IES-RP8-2021, Recommended Practice: Lighting Roadway and Parking Facilities) * * Equivalent illuminance level (in footcandles) shown in red for R2 / R3 pavement types Table 11-2. Recommended Design Criteria for Walkways [and Bikeways] Within Road Right of Way (Source: IES-RP8-2021, Recommended Practice: Lighting Roadway and Parking Facilities) Traffic-scale “cobrahead” roadway fixture per Caltrans and City of Burlingame standards • Type POE01 • Caltrans “Type 15” standard pole @ nominal 30’ pole height with 12’ length arm (fixture mounting height @ nominal 34’). • LED “cobrahead” fixture, Type III Medium lighting distribution, 15,900 delivered lumens @ 4000K color temperature, 203 Watts. • Exact manufacturer and catalog number of POE01 fixture head to be confirmed by Caltrans and City of Burlingame. Pedestrian-scale roadway fixture per City of Burlingame standard. • Type POE02 • Nominal 19.5’ height with tapered pole • LED fixture, Type III Short lighting distribution, 4,530 delivered lumens @ 4000K color temperature, 50.6 Watts. • Exact manufacturer and catalog number of POE02 fixture head to be confirmed by City of Burlingame.SERVICE ROADSERVICE ROADOLD BAYSHORE HWYSERVICE ROADAIRPORT BLVD12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 POE01 POE01 POE01 POE01POE01POE01POE01BPOE01BPOE01 POE01 POE01 POE01 POE02BPOE02POE02POE02 POE02 POE02 POE02 POE02 POE02 POE02 POE02 POE02 WSE01B WSE01B WSE01B WSE01B WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 POE03 POE03 BOE02 BOE02 EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - POE02 EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN POE02 POE02 POE02 POE02 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 SLE01SLE01 SLE01 SLE01 SLE01 SLE01 SLE01 WSE01 WSE01 WSE01 WSE01B WSE01B WSE01B WSE01 WSE01 WSE01 BOE02 BOE02 SLE01 SLE01 BRIDGE LIGHTING PENDING FURTHER DESIGN DEVELOPMENT OLD BAYSHORE HWY AIRPORT BLVDBS BN PN PSBC 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISCO CALIFORNIA 94107 415 .489 .2224 TEL 415 .358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISCO CALIFORNIA 94107 415 .489 .2224 TEL 415 .358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 8/17/2022 12:49:15 PM20045.00 SOUTH BUILDING - COVER ENT A.BS-000 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 BUILDING SOUTH (BS) 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 CODE SUMMARY REQUIRED FIRE RESISTIVE RATINGS PRIMARY STRUCTURAL FRAME PRIMARY STRUCTURAL FRAME SUPPORTING ROOF LOADS ONLY BEARING WALLS - EXTERIOR BEARING WALLS - INTERIOR BEARING WALLS - INTERIOR SUPPORTING ROOF LOADS ONLY NON-BEARING WALLS - EXTERIOR NON-BEARING WALLS - INTERIOR FLOOR CONSTRUCTION ROOF CONSTRUCTION STAIRWAY ENCLOSURE SHAFT ENCLOSURES TYPE OF CONSTRUCTION TYPE IA RISK CATEGORY III SEISMIC IMPORTANCE FACTOR 1.25 3 HOUR 3 HOUR 3 HOUR 3 HOUR 3 HOUR SEE “FIRE SEPARATION DISTANCE” BELOW NO RATING REQUIRED 2 HOUR (UL DESIGN #D-902) 1 1/2 HOUR (UL DESIGN #D-902) 2 HOUR (SEE “FLOOR OPENINGS & SHAFTS ” BELOW) 2 HOUR (SEE “FLOOR OPENINGS & SHAFTS ” BELOW) CHAPTER 6 TABLE 601 ALLOWABLE HEIGHT ALLOWABLE NO. OF STORIES ALLOWABLE AREA TABLE 504.3 TABLE 504.4 TABLE 506.2 ACTUAL HEIGHT ACTUAL NO. OF STORIES ACTUAL AREA 213'-0" 11 STORIES + PENTHOUSE (PH) REFER TO AREA PLANS FOR AREA SUMMARY B OCCUPANCY: UL L OCCUPANCY: UL B OCCUPANCY: UL STORIES L OCCUPANCY: 20 STORIES B OCCUPANCY: UL AREA TYPE IA L OCCUPANCY:UL AREA TYPE IA 602.2 TABLE 1604.5 1613 AREA OF PENTHOUSE SHALL NOT EXCEED ONE-THIRD OF THE AREA OF THE SUPPORTING ROOF DECK. (SEE DIAGRAM BELOW FOR COMPLIANCE) PENTHOUSES SHALL NOT BE USED FOR PURPOSES OTHER THAN THE SHELTER OF MECHANICAL EQUIPMENT, TANKS, VERTICAL SHAFT OPENINGS IN THE ROOF ASSEMBLY. PENTHOUSE AREA LIMITATION 1510.1.1 1510.2.2 MEANS OF EGRESS EXIT WIDTH FOR MEANS OF EGRESS COMPONENTS OTHER THAN STAIRWAYS MINIMUM EGRESS WIDTH = 0.15 INCH PER OCCUPANT (SPRINKLER SYSTEM & EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM PROVIDED) 1005.3.2 EXCEPTION 1 EXIT WIDTH FOR STAIRWAYS MINIMUM EGRESS WIDTH = 44" , BUT NOT LESS THAN 0.2 INCH PER OCCUPANT (SPRINKLER SYSTEM & EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM PROVIDED) MINIMUM CORRIDOR WIDTH TABLE 1020.2 1005.3.2 EXCEPTION 1 *FOR CORRIDORS SERVING BOTH A & B OCCUPANCIES, THE SHORTEST DEAD END DISTANCE GOVERNS. 44", BUT NOT LESS THAN 0.15 INCH PER OCCUPANT 44”, BUT NOT LESS THAN 0.15 INCH PER OCCUPANT 44”, BUT NOT LESS THAN 0.15 INCH PER OCCUPANT 1020.4 1020.4, EXCEPTION 2 1005.3.1 EXCEPTION 1 1011.2 20'-0" 50'-0" 50'-0" EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 A-2 OCCUPANCY: B OCCUPANCY: S-1 OCCUPANCY: TABLE 1006.2.1 49 49 29 75'-0" 100'-0" 100'-0" THREE EXITS OR MORE REQUIRED THREE EXITS REQUIRED FOR SPACES WITH OCCUPANT LOADS OF 501 TO 1,000. FOUR EXITS REQUIRED FOR SPACES WITH OCCUPANT LOADS GREATER THAN 1,000. EXIT PASSAGEWAYS MINIMUM EGRESS WIDTH = 44" , BUT NOT LESS THAN 0.2 INCH PER OCCUPANT EXIT PASSAGEWAYS SHALL BE CONSTRUCTED AS FIRE BARRIERS PER SECTION 707 OR HORIZONTAL ASSEMBLIES PER SECTION 711. ENCLOSURE SHALL HAVE MINIMUM ONE- HOUR RATED CONSTRUCTION. EXIT PASSAGEWAYS ON THE LEVEL OF EXIT DISCHARGE SHALL TERMINATE AT AN EXIT DISCHARGE. EXIT PASSAGEWAYS ON OTHER LEVELS SHALL TERMINATE AT AN EXIT EXCEPT AS PERMITTED IN SECTION 402.8.7, OPENINGS IN EXIT PASSAGEWAY OTHER THAN UNPROTECTED EXTERIOR OPENINGS SHALL BE LIMITED TO THOSE NECESSARY FOR EXIT ACCESS TO THE EXIT PASSAGEWAY FOR NORMALLY OCCUPIED SPACES. 1024.2 1024.3 1024.4 1024.5 1006.2.1.1 AUTOMATIC SPRINKLER SYSTEM SHALL COMPLY WITH SECTION 903. STANDPIPE SYSTEMS SHALL COMPLY WITH SECTION 905. AUTOMATIC SPRINKLER SYSTEM 903 905 FIRE ALARM SYSTEM SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 907.2.FIRE ALARM SYSTEM 907.2 OCCUPANCY CLASSIFICATION ALLOWABLE BUILDING HEIGHT & AREA ACTUAL BUILDING HEIGHT & AREA SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY (PERMITTED FOR EITHER CONDITION): MAX OCC LOAD MAX COMMON PATH OF TRAVEL 250'-0" 300'-0" 250'-0" CORRIDOR DEAD ENDS A-2 OCCUPANCY: B OCCUPANCY: S-1 OCCUPANCY (SEE BUILDING HEIGHT DIAGRAM THIS SHEET) FIRE SEPARATION RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE 0 FT < X < 5 FT = 5 FT ≤ X < 10 FT = 10 FT ≤ X < 30 FT = 30 FT ≤ X = CHP. 6 TABLE 602 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE MAXIMUM AREA OF EXTERIOR WALL OPENINGS (AS PERCENTAGE OF WALL AREA)TABLE 705.8 1 HR 1 HR 1 HR NR UNPROTECTED, SPRINKLERED (UP,S) PROTECTED (P) 0' - 3 ' NP NP 3'-5' 15% 15% 5'-10' 25% 25% 10'-15' 45% 45% 15'-20' 75% 75% 20'-25' NL NL 25'-30' NL NL (NP=NOT PERMITTED, NL=NO LIMIT) FLOOR OPENINGS & SHAFTS 2 HOUR (X<4 STORIES = 1 HR, HOWEVER “SHAFT ENCLOSURES SHALL NOT HAVE A FIRE-RESISTANCE RATING NOT LESS THAN THE FLOOR ASSEMBLY PENETRATED. BUT NEED NOT EXCEED 2 HOURS.”) CHP. 7 713.4 DISTANCE REQUIRED RATING INTERIOR OPENING AND WINDOW FIRE PROTECTION RATINGS TABLE 716.1(2) 1 HR FIRE PARTITION 1 HR FIRE BARRIER 1 HR SMOKE BARRIER 2HR PARTITION/SHAFT OCCUPANT LOAD TABLE 1004.1.2 100 GROSS 300 GROSS 15 NET 15 NET BUSINESS AREAS STORAGE/MECH/ELEC ROOMS ASSEMBLY, UNCONCENTRATED (LESS THAN 750 SF/50 OCC) ASSEMBLY, UNCONCENTRATED (DINING FACILITY) BUSINESS GROUP B ASSEMBLY GROUP A-2 OCCUPANT LOAD (SF PER OCCUPANT) FUNCTION OF SPACEOCCUPANCY CLASSIFICATION 20 MIN. 60 MIN. 20 MIN. 90 MIN. MAX TESTED 100 IN2 MAX TESTED 100 IN2 45 MIN. NP 45 MIN. NP 45 MIN. NP 45 MIN. NP NP= NOT PERMITTED TYPE OF ASSEMBLY DOOR RATING DOOR VISION PANEL SIZE DOOR SIDELITE/ TRANSOM WINDOW (SEE PENTHOUSE AREA DIAGRAM THIS SHEET) ACCESSIBLE ELEVATOR AS A MEANS OF EGRESS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEMS INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1. 1009.2.1 EXCEPTION 1 AREA OF REFUGE NOT REQUIRED FOR EXIT STAIRWAYS IN BUILDINGS EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEMS INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1. ACCESSIBLE MEANS OF EGRESS STAIRWAYS ALL STAIRWAYS QUALIFY AS AN ACCESSIBLE MEANS OF EGRESS PER CBC 1009.2 ITEMS 2-4: 44" MINIMUM WIDTH. 1009.3 EXCEPTION 2 1009.3.3 EXCEPTION 2 TWO-WAY COMMUNICATION TWO-WAY COMMUNICATION SYSTEM REQUIRED AT LANDING SERVING EACH ELEVATOR BANK, ON ALL ACCESSIBLE FLOORS ABOVE GRADE. 1009.8 MEANS OF EGRESS SIZING (DOORS & OTHER EGRESS COMPONENTS) LEVEL 1:299 OCCUPANTS * 0.15 =44.85" REQ'D. / 96" PROVIDED LEVEL 2:805 OCCUPANTS * 0.15 =121.75" REQ'D. / 96" PROVIDED LEVEL 3-10:424 OCCUPANTS * 0.15 =63.6" REQ'D. / 96" PROVIDED LEVEL 11:301 OCCUPANTS * 0.15 =45.15" REQ'D. / 96" PROVIDED ROOF: 24 OCCUPANTS * 0.15 = 3.6" REQ'D. /64" PROVIDED CHP.10 TABLE 1004.1.2 1005.3.2, WITH SPRINKLER SYSTEM 1006.3.2NUMBER OF EXITS LEVEL 1: LEVEL 2: LEVEL 3-10: LEVEL 11: ROOF 2 3 2 2 1 6 3 3 3 2 CHP.10 TABLE 1004.1.2 1005.3.1, WITH SPRINKLER SYSTEM MEANS OF EGRESS SIZING (STAIRWAYS) LEVEL # OF EXITS REQ'D # OF EXITS PROVIDED PLUMBING FIXTURESCOMBINED OCCUPANT LOAD OCCUPANCY AREA OCCUPANT LOAD FACTOR MEN WOMEN OCCUPANTS LEVEL 1B - 9,261150 31 LEVEL 2 CPC TITLE 24, PT 5 SECTION 422.1 TABLE 4.2 REQUIRED PLUMBING FIXTURE COUNTS CPC TITLE 24, PT 5 TABLE 422.1LEVEL 1 LEVEL 2 LEVEL 3-10 WOMENMEN U WCLAV DFLAV 1 1 1 3 3 1 1 1 3 3 A-2 A-3 B TOTAL REQ PROVIDED 1 1 1 3 3 2 3 3 8 8 1 1 1 3 3 1 1 2 2 1 2 3 3 B-ACC (A-3) B TOTAL REQ PROVIDED 1 1 2 2 2 4 6 6 1 2 3 3 GROUP B: OFFICE GROUP A: ASSEMBLY OCCUPANCIES ARE SEPARATED THIS BUILDING IS DESIGNED FOR POTENTIAL FUTURE GROUP L OCCUPANCY AS PART OF TENANT FITOUT UNDER SEPARATE PERMIT CBC CH. 3 CBC CH. 5 508.3 3 HR 3 HR 2 HR NR [ GROUP A & B ][ GROUP L ] >30' NL NL LEVEL 1:299 OCCUPANTS * 0.2 =59.8" REQ'D./180" PROVIDED LEVEL 2:805 OCCUPANTS * 0.2 =161" REQ'D. /180" PROVIDED LEVEL 3-10:424 OCCUPANTS * 0.2 =84.8" REQ'D./180" PROVIDED LEVEL 11:301 OCCUPANTS * 0.2 =60.2" REQ'D./180" PROVIDED ROOF: 24 OCCUPANTS * 0.2 =4.8" REQ'D./120" PROVIDED HAZARDOUS MATERIALS QUANTITY PER LABORATORY SUITE STORY % OF MAX. # OF LAB SUITES ABOVE GRADE PER LAB SUITE PER FLOOR 1-3 100 UL 4-6 75 20 7-10 50 16 11-14 50 8 UL = UNLIMITED NP = NOT PERMITTED A-2 OCCUPANCY: B OCCUPANCY: S-1 OCCUPANCY: A-2 OCCUPANCY: B OCCUPANCY: S-1 OCCUPANCY: A-2 - 1,761 (F+B)30 30 B - 13,230 30 77 LEVEL 11B-ACC - 1,984 (A-3)30 34 B - 17,168150 58 LEVEL 3-10B-ACC - 3,000 (A-3)30 50 B - 27,090150 91 31 30 77 34 58 50 91 TI 1 1 TI 1 1 A-2 (RETAIL) B PROVIDED TI 1 1 TI 3 3 TI 1 1 SEE SHEET G.BS-201 FOR OCC. AREAS NOTE: FOR PLUMBING CALCS ONLY, OCCUPANT LOAD DOES NOT INCLUDE EXTERIOR BALCONIES OR ROOFTOP TERRACES. IT IS ASSUMED THE SAME OCCUPANTS WOULD BE INSIDE OR OUTSIDE. NOTE: PER CPC TITLE 24 PT 5 SECTION 422.1 TABLE 4.2 FOOTNOTE ** THESE CALCS EXCLUDE MECHANICAL SPACES A-3 - 4,599 (CONF) A-3 - 2,245 (FITNESS)50 150 23 23 45 45 WC 1 1 1 3 3 1 2 3 3 TI 1 1 LEVEL 11 1 1 2 2 1 2 3 3 B-ACC (A-3) B TOTAL REQ PROVIDED 1 1 2 2 2 4 6 6 1 1 2 3 1 2 3 3 A-2 - 2,662 (RETAIL)30 45 45PHROOFSTORY11THSTORY10THSTORY9THSTORY8THSTORY7THSTORY6THSTORY5THSTORY4THSTORY3RDSTORY2NDSTORY1ST213'-0"HIGHEST OCCUPIED FLOOR MECH PENTHOUSE "BUILDING HEIGHT" DEFINITION (CHAP 2) VERITCAL DISTANCE FROM GRADE PLANE TO THE AVERAGE HEIGHT OF ROOF SURFACE "HIGH RISE BUILDING" DEFINITION (CHAP 2) A BUILDING WITH AN OCCUPIED FLOOR LOCATED MORE THAN 75 FEET ABOVE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS. LOWEST LEVEL OF FIRE DEPT ACCESS CLR. 4'-0"7'-0"2'-0" R 6" GURNEY PER CBC SECTION 3002.4.3A 7'-9 1/2"5'-5 3/4"7'-7" CLR 5'-4" CLRFACE OF FINISH @ CUSTOM WALL PANELS, WHERE OCCURS 5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 24"x36", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 As indicated 8/17/2022 3:12:58 PM20045.00 BUILDING SOUTH - CODE & AREA SUMMARY ENT A.BS-010 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 1/32" = 1'-0"1BUILDING HEIGHT DIAGRAM 1/2" = 1'-0"2 4000 LB CAPACITY / STRETCHER ELEVATOR CAB 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 RESTAURANT SERVICE YARD GROSS BLDG AREA 2,217 SF EXT TERRACEOPEN TO BELOW GROSS BLDG AREA EXT COVERED AREAS 603 SF EXT TERRACE GROSS BLDG AREA 565 SF EXT TERRACE GROSS BLDG AREA 529 SF EXT TERRACE GROSS BLDG AREA 523 SF EXT TERRACE GROSS BLDG AREA 528 SF EXT TERRACE GROSS BLDG AREA 454 SF EXT TERRACE GROSS BLDG AREA 454 SF EXT TERRACE GROSS BLDG AREA GROSS BLDG AREA 452 SF EXT TERRACE GROSS BLDG AREA ROOF ENCLOSED EQUIPMENT AREA 403 SF EXT TERRACE *REFER TO SHEET ENT G-002 FOR ALL BUILDING AREAS GROSS BUILDING AREA GROSS BUILDING AREA IS DEFINED AND CALCULATED PER BURLINGAME MUNICIPAL CODE TITLE 25. ARTICLE 3. REGULATIONS AND STANDARDS APPLICABLE TO ALL ZONING DISTRICTS 25.030.060.A - Determining Floor Area, Generally. The floor area of a building shall be the sum of all floors of a building or buildings, as measured to the outside surfaces of the exterior walls of the structure or structures and including such areas as halls, stairways, covered porches and balconies, elevator shafts, service and mechanical equipment rooms and basements, cellars, and improved space in attic areas. 25.030.060.D.2 - Non-Residential Exemptions. Exempted from floor area ratio computation for commercial development are: a. Chimneys, cupolas, and flag poles. b. Canopies at entrances to buildings. c. Balconies (uncovered or covered). d. Covered walkways and arcades. e. Ground level trellises. f. Trash enclosures. g. Water tanks, elevator penthouses, and other mechanical appurtenances. h. Fire or hose towers. i. Ground level service yards, if open to the sky, and which may otherwise be partially enclosed. ARTICLE 8. DEFINITIONS 25.108.070 - "F" Definitions. Floor area, gross. The total area enclosed within a building, including closets, stairways, and utility and mechanical rooms, measured from the outside face of the walls. LEGEND GROSS BLDG AREA ROOF ROOF GROSS BLDG AREA ENCLOSED EQUIPMENT AREA ENCLOSED EQUIPMENT AREA 5 4 S A N FR AN C I S C O C ALIFORNIA 9 41 0 7 4 15 .4 8 9 .2 2 2 4 TEL 4 15 .3 5 8 .91 0 0 FA X WWW W.RNSSTUD IO .OC M 01 SECOND STREET TH LF ORO STE .,402 5 4 S A N FR AN C I S C O C ALIFORNIA 9 41 0 7 4 15 .4 8 9 .2 2 2 4 TEL 4 15 .3 5 8 .91 0 0 FA X WWW W.RNSSTUD IO .OC M 01 SECOND STREET TH LF ORO STE .,402 5 4 S A N FR AN C I S C O C ALIFORNIA 9 41 0 7 4 15 .4 8 9 .2 2 2 4 TEL 4 15 .3 5 8 .91 0 0 FA X WWW W.RNSSTUD IO .OC M 01 SECOND STREET TH LF ORO STE .,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS DW Burlingame Venture, LLC 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 1" = 60'-0"12/8/2022 4:45:09 PM20045.00 BUILDING SOUTH - AREA PLANS ENT A.BS-020 10/21/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 1" = 60'-0"1GROSS AREA - LEVEL 1 1" = 60'-0"2GROSS AREA - LEVEL 2 1" = 60'-0"3 GROSS AREA - LEVEL 3 1" = 60'-0"4GROSS AREA - LEVEL 4 1" = 60'-0"5GROSS AREA - LEVEL 5 1" = 60'-0"6 GROSS AREA - LEVEL 6 1" = 60'-0"7GROSS AREA - LEVEL 7 1" = 60'-0"8GROSS AREA - LEVEL 8 1" = 60'-0"9 GROSS AREA - LEVEL 9 1" = 60'-0"10GROSS AREA - LEVEL 10 1" = 60'-0"11GROSS AREA - LEVEL 11 1" = 60'-0"12 GROSS AREA - ROOF NOTE: GROSS AREAS SHOWN HERE ARE INCLUSIVE OF ALL AREA INSIDE THE HEAVY BLACK LINES, INCLUDING STAIRS, SHAFTS, PLUMBING FIXTURE AREAS, WALL THICKNESSES ETC. 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 GROSS BLDG AREA RESTAURANT CORE AREA CORE AREA LOBBY CORE AREA CORE AREA GROSS BLDG AREA 2,217 SF EXT TERRACE CORE AREA CORE AREA OPEN TO BELOW GROSS BLDG AREA CORE AREA CORE AREA 603 SF EXT TERRACE GROSS BLDG AREA CORE AREA CORE AREA 565 SF EXT TERRACE GROSS BLDG AREA CORE AREA CORE AREA 567 SF EXT TERRACE GROSS BLDG AREA CORE AREA CORE AREA 582 SF EXT TERRACE GROSS BLDG AREA CORE AREA CORE AREA 529 SF EXT TERRACE GROSS BLDG AREA CORE AREA CORE AREA 454 SF EXT TERRACE GROSS BLDG AREA CORE AREA CORE AREA 454 SF EXT TERRACE GROSS BLDG AREA CORE AREA CORE AREA 454 SF EXT TERRACE GROSS BLDG AREA CORE AREA CORE AREA 403 SF EXT TERRACE CORE AREA CORE AREA CORE AREA ENCLOSED EQUIPMENT AREA ENCLOSED EQUIPMENT AREA ROOF ROOF CORE AREA *REFER TO SHEET ENT G-002 FOR ALL PARKING COUNTS AND RATIOS AREA CALCULATIONS FOR VEHICLE PARKING SPACE REQUIREMENTS PARKING CALCULATIONS IS DEFINED AND CALCULATED PER BURLINGAME MUNICIPAL CODE TITLE 25. ARTICLE 3. REGULATIONS AND STANDARDS APPLICABLE TO ALL ZONING DISTRICTS 25.040.A.7 - Parking Calculations a. Floor Area. The parking requirement calculation shall be based on the gross floor area of the entire use, unless stated otherwise. Areas that are not leasable or generally not occupied, such as lobbies, hallways, stairways, break rooms, restrooms, and utility rooms, shall not be included in the parking requirement calculation. LEGEND 5 4 S A N FR AN C I S C O C ALIFORNIA 9 41 0 7 4 15 .4 8 9 .2 2 2 4 TEL 4 15 .3 5 8 .91 0 0 FA X WWW W.RNSSTUDIO .OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 S A N FR AN C I S C O C ALIFORNIA 9 41 0 7 4 15 .4 8 9 .2 2 2 4 TEL 4 15 .3 5 8 .91 0 0 FA X WWW W.RNSSTUDIO .OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 S A N FR AN C I S C O C ALIFORNIA 9 41 0 7 4 15 .4 8 9 .2 2 2 4 TEL 4 15 .3 5 8 .91 0 0 FA X WWW W.RNSSTUDIO .OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS DW Burlingame Venture, LLC 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 1" = 60'-0"12/8/2022 4:45:21 PM20045.00 BUILDING SOUTH - PARKING REQ AREA PLANS ENT A.BS-021 10/21/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 1" = 60'-0"1 LEVEL 1 PARKING AREA 1" = 60'-0"2 LEVEL 2 PARKING AREA 1" = 60'-0"3 LEVEL 3 PARKING AREA 1" = 60'-0"4 LEVEL 4 PARKING AREA 1" = 60'-0"5 LEVEL 5 PARKING AREA 1" = 60'-0"6 LEVEL 6 PARKING AREA 1" = 60'-0"7 LEVEL 7 PARKING AREA 1" = 60'-0"8 LEVEL 8 PARKING AREA 1" = 60'-0"9 LEVEL 9 PARKING AREA 1" = 60'-0"10 LEVEL 10 PARKING AREA 1" = 60'-0"11 LEVEL 11 PARKING AREA 1" = 60'-0"12 LEVEL 12 PARKING AREA BLDG SOUTH ‐ LEASABLE AREA SUMMARY INTERIOR LEASABLE AREA Roof Level 11 Level 10 Level 9 Level 8 Level 7 Level 6 Level 5 Level 4 Level 3 Level 2 Level 1 (Restaurant) Level 1 SUBTOTAL INTERIOR : EXTERIOR LEASABLE AREA Private Terrace (L11) Private Balconies (L3‐11) Private Terrace (L2) SUBTOTAL EXTERIOR: TOTAL LEASABLE AREA TOTAL: NOTE: Core, Lobby and Mechanical areas are excluded from leasable calculations shown above 273,313 6,727 PROPOSED 403 4,108 2,217 266,586 PROPOSED 20,288 2,662 10,368 27,077 27,079 27,042 27,191 27,115 27,062 16,322 27,191 27,191 PROPOSED 0 02/01/2023ENTITLEMENT APPLICATION #3 - REVISED 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------33'-0"33'-0"33'-0"33'-0"33'-0"27'-6"30'-3"D X Y Z 52 53 54 55 56 51 RETAIL/RESTAURANTLOBBY 1 ENT A.BS-301 1 ENT A.BS-302 1 ENT A.BS-303 1 ENT A.BS-331 1 ENT A.BS-332 TENANT STORAGE 1 ENT A.BS-304 0'8'16'32'64' TENANT STORAGE 87654321 C A B CYCLE CENTER27'-6"30'-3"27'-6"57 Y.2 2.3 6.45.54.6 9'-8"23'-4"18'-8"14'-4"11'-0"11'-0"14'-0"19'-0" 33'-0"33'-0"33'-0"33'-0"22'-0"33'-0"33'-0" GENERATOR / EM ROOM PG&E SWITCH VAULT & MAIN ELECTRICAL ROOM FUEL OIL STORAGE ROOM LOADING DOCK 1 LOADING DOCK 2 LOADING DOCK STAGING PLUMBING FIRE COMMAND CENTER OPEN TO ABOVE 5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 24"x36", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1/16" = 1'-0"8/17/2022 4:10:13 PM20045.00 BUILDING SOUTH - FLOOR PLAN - LEVEL 1 ENT A.BS-101 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------TENANT SPACE 33'-0"33'-0"33'-0"33'-0"33'-0"27'-6"30'-3"D X Y Z 52 53 54 55 56 51 PRIVATE TENANT TERRACE TENANT AMENITY (FITNESS) TENANT AMENITY (F&B) TENANT AMENITY (CONFERENCE CENTER) 1 ENT A.BS-301 1 ENT A.BS-302 1 ENT A.BS-303 1 ENT A.BS-331 1 ENT A.BS-332 1 ENT A.BS-304 OPEN TO BELOW SKY BRIDGE ACCESS TO SOUTH PARKING STRUCTURE 0'8'16'32'64' 87654321 CC AA BB 27'-6"30'-3"27'-6"57 Y.2 OPEN TO BELOW 2.3 6.45.54.6 9'-8"23'-4"18'-8"14'-4"11'-0"11'-0"14'-0"19'-0" 33'-0"33'-0"33'-0"33'-0"22'-0"33'-0"33'-0" 5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 24"x36", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1/16" = 1'-0"8/17/2022 4:11:50 PM20045.00 BUILDING SOUTH - FLOOR PLAN - LEVEL 2 ENT A.BS-102 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 UP TENANT SPACE BALCONY 33'-0"33'-0"33'-0"33'-0"33'-0" D X Y Z 52 53 54 55 56 511 ENT A.BS-301 1 ENT A.BS-302 1 ENT A.BS-303 1 ENT A.BS-331 1 ENT A.BS-332 1 ENT A.BS-304 0'8'16'32'64' 87654321 C A B TENANT SPACE27'-6"30'-3"27'-6"2.3 6.45.54.6 9'-8"23'-4"18'-8"14'-4"11'-0"11'-0"14'-0"19'-0" 33'-0"33'-0"33'-0"33'-0"22'-0"33'-0"33'-0"27'-6"30'-3"5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 24"x36", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1/16" = 1'-0"8/17/2022 4:17:34 PM20045.00 BUILDING SOUTH - FLOOR PLAN - LEVEL 3 ENT A.BS-103 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 UP D X Y Z 52 53 54 55 56 511 ENT A.BS-301 1 ENT A.BS-302 1 ENT A.BS-303 1 ENT A.BS-331 1 ENT A.BS-332 1 ENT A.BS-304 0'8'16'32'64'0'8'16'32'64' 87654321 C A B 33'-0"33'-0"33'-0"33'-0"33'-0"27'-6"30'-3"27'-6"33'-0"33'-0"33'-0"33'-0"22'-0"33'-0"33'-0" 2.3 6.45.54.6 TENANT SPACE BALCONY TENANT SPACE 9'-8"23'-4"18'-8"14'-4"11'-0"11'-0"14'-0"19'-0"27'-6"30'-3"5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 24"x36", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1/16" = 1'-0"8/17/2022 4:16:04 PM20045.00 BUILDING SOUTH - FLOOR PLAN - LEVEL 4 ENT A.BS-104 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 UP D X Y Z 52 53 54 55 56 51 1 ENT A.BS-301 1 ENT A.BS-302 1 ENT A.BS-303 1 ENT A.BS-331 1 ENT A.BS-332 1 ENT A.BS-304 87654321 C A B 33'-0" 33'-0" 33'-0" 33'-0" 33'-0"27'-6" 30'-3" 27'-6" 2.3 6.45.54.6 TENANT SPACE BALCONY TENANT SPACE 9'-8" 23'-4"18'-8" 14'-4" 11'-0" 11'-0" 14'-0" 19'-0" 33'-0" 33'-0" 33'-0" 33'-0" 22'-0" 33'-0" 33'-0"27'-6"30'-3"5 4 S A N FRAN C I S C O C A L IFORNIA 9 41 0 7 4 15 . 4 8 9.2 2 2 4 TE L 4 15 .3 5 8.91 0 0 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 S A N FR AN C I S C O C A L IFORNIA 9 41 0 7 4 15 . 4 8 9.2 2 2 4 TE L 4 15 .3 5 8.91 0 0 FAX WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 S A N FR AN C I S C O C A L IFORNIA 9 41 0 7 4 15 . 4 8 9.2 2 2 4 TE L 4 15 .3 5 8.91 0 0 FAX WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1/16" = 1'-0"8/18/2022 9:40:00 AM20045.00 BUILDING SOUTH - FLOOR PLAN - LEVEL 5 ENT A.BS-105 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 UP D X Y Z 52 53 54 55 56 51 1 ENT A.BS-301 1 ENT A.BS-302 1 ENT A.BS-303 1 ENT A.BS-331 1 ENT A.BS-332 1 ENT A.BS-304 0'8'16' 32'64' 87654321 C A B 33'-0" 33'-0" 33'-0" 33'-0" 33'-0"27'-6" 30'-3" 27'-6" BALCONY 2.3 6.45.54.6 TENANT SPACE TENANT SPACE 9'-8" 23'-4"18'-8" 14'-4" 11'-0" 11'-0" 14'-0" 19'-0" 33'-0" 33'-0" 33'-0" 33'-0" 22'-0" 33'-0" 33'-0"27'-6"30'-3"5 4 S A N FR AN C I S C O C A L IFORNIA 9 41 0 7 4 15 . 4 8 9.2 2 2 4 TE L 4 15 .3 5 8.91 0 0 FAX WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 S A N FR AN C I S C O C A L IFORNIA 9 41 0 7 4 15 . 4 8 9.2 2 2 4 TE L 4 15 .3 5 8.91 0 0 FAX WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 S A N FR AN C I S C O C A L IFORNIA 9 41 0 7 4 15 . 4 8 9.2 2 2 4 TE L 4 15 .3 5 8.91 0 0 FAX WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1/16" = 1'-0"8/18/2022 9:40:02 AM20045.00 BUILDING SOUTH - FLOOR PLAN - LEVEL 6 ENT A.BS-106 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 D X Y Z 52 53 54 55 56 51 1 ENT A.BS-301 1 ENT A.BS-302 1 ENT A.BS-303 1 ENT A.BS-331 1 ENT A.BS-332 1 ENT A.BS-304 87654321 C A B 33'-0" 33'-0" 33'-0" 33'-0" 33'-0"27'-6" 30'-3" 27'-6" 2.3 6.45.54.6 TENANT SPACE TENANT SPACE BALCONY 9'-8" 23'-4"18'-8" 14'-4" 11'-0" 11'-0" 14'-0" 19'-0" 33'-0" 33'-0" 33'-0" 33'-0" 22'-0" 33'-0" 33'-0"27'-6"30'-3"5 4 S A N FR AN C I S C O C A L IFORNIA 9 41 0 7 4 15 . 4 8 9.2 2 2 4 TE L 4 15 .3 5 8.91 0 0 FAX WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 S A N FR AN C I S C O C A L IFORNIA 9 41 0 7 4 15 . 4 8 9.2 2 2 4 TE L 4 15 .3 5 8.91 0 0 FAX WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 S A N FR AN C I S C O C A L IFORNIA 9 41 0 7 4 15 . 4 8 9.2 2 2 4 TE L 4 15 .3 5 8.91 0 0 FAX WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1/16" = 1'-0"8/18/2022 9:40:04 AM20045.00 BUILDING SOUTH - FLOOR PLAN - LEVEL 7 ENT A.BS-107 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 D X Y Z 52 53 54 55 56 51 1 ENT A.BS-301 1 ENT A.BS-302 1 ENT A.BS-303 1 ENT A.BS-331 1 ENT A.BS-332 1 ENT A.BS-304 87654321 C A B 33'-0" 33'-0" 33'-0" 33'-0" 33'-0"27'-6" 30'-3" 27'-6" BALCONY 2.3 6.45.54.6 TENANT SPACE TENANT SPACE 9'-8" 23'-4"18'-8" 14'-4" 11'-0" 11'-0" 14'-0" 19'-0" 33'-0" 33'-0" 33'-0" 33'-0" 22'-0" 33'-0" 33'-0"27'-6"30'-3"5 4 S A N FR AN C I S C O C A L IFORNIA 9 41 0 7 4 15 . 4 8 9.2 2 2 4 TE L 4 15 .3 5 8.91 0 0 FAX WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 S A N FR AN C I S C O C A L IFORNIA 9 41 0 7 4 15 . 4 8 9.2 2 2 4 TE L 4 15 .3 5 8.91 0 0 FAX WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 S A N FR AN C I S C O C A L IFORNIA 9 41 0 7 4 15 . 4 8 9.2 2 2 4 TE L 4 15 .3 5 8.91 0 0 FAX WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1/16" = 1'-0"8/18/2022 9:40:06 AM20045.00 BUILDING SOUTH - FLOOR PLAN - LEVEL 8 ENT A.BS-108 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 D X Y Z 52 53 54 55 56 51 1 ENT A.BS-301 1 ENT A.BS-302 1 ENT A.BS-303 1 ENT A.BS-331 1 ENT A.BS-332 1 ENT A.BS-304 87654321 C A B 33'-0" 33'-0" 33'-0" 33'-0" 33'-0"27'-6" 30'-3" 27'-6" 2.3 6.45.54.6 TENANT SPACE TENANT SPACE 9'-8" 23'-4"18'-8" 14'-4" 11'-0" 11'-0" 14'-0" 19'-0" 33'-0" 33'-0" 33'-0" 33'-0" 22'-0" 33'-0" 33'-0"27'-6"30'-3"BALCONY 5 4 S A N FR AN C I S C O C A L IFORNIA 9 41 0 7 4 15 . 4 8 9.2 2 2 4 TE L 4 15 .3 5 8.91 0 0 FAX WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 S A N FR AN C I S C O C A L IFORNIA 9 41 0 7 4 15 . 4 8 9.2 2 2 4 TE L 4 15 .3 5 8.91 0 0 FAX WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 S A N FR AN C I S C O C A L IFORNIA 9 41 0 7 4 15 . 4 8 9.2 2 2 4 TE L 4 15 .3 5 8.91 0 0 FAX WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1/16" = 1'-0"8/18/2022 9:40:08 AM20045.00 BUILDING SOUTH - FLOOR PLAN - LEVEL 9 ENT A.BS-109 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 D X Y Z 52 53 54 55 56 51 1 ENT A.BS-301 1 ENT A.BS-302 1 ENT A.BS-303 1 ENT A.BS-331 1 ENT A.BS-332 1 ENT A.BS-304 87654321 C A B 33'-0" 33'-0" 33'-0" 33'-0" 33'-0"27'-6" 30'-3" 27'-6" BALCONY 2.3 6.45.54.6 TENANT SPACE TENANT SPACE 9'-8" 23'-4"18'-8" 14'-4" 11'-0" 11'-0" 14'-0" 19'-0" 33'-0" 33'-0" 33'-0" 33'-0" 22'-0" 33'-0" 33'-0"27'-6"30'-3"5 4 S A N FR AN C I S C O C A L IFORNIA 9 41 0 7 4 15 . 4 8 9.2 2 2 4 TE L 4 15 .3 5 8.91 0 0 FAX WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 S A N FR AN C I S C O C A L IFORNIA 9 41 0 7 4 15 . 4 8 9.2 2 2 4 TE L 4 15 .3 5 8.91 0 0 FAX WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 S A N FR AN C I S C O C A L IFORNIA 9 41 0 7 4 15 . 4 8 9.2 2 2 4 TE L 4 15 .3 5 8.91 0 0 FAX WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1/16" = 1'-0"8/18/2022 9:40:09 AM20045.00 BUILDING SOUTH - FLOOR PLAN - LEVEL 10 ENT A.BS-110 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 UP D X Y Z 52 53 54 55 56 511 ENT A.BS-301 1 ENT A.BS-302 1 ENT A.BS-303 1 ENT A.BS-331 1 ENT A.BS-332 1 ENT A.BS-304 0'8'16'32'64' 87654321 C A B 33'-0"33'-0"33'-0"33'-0"33'-0"27'-6"30'-3"27'-6"BALCONY ENCLOSED MECHANICAL EQUIPMENT 2.3 6.45.54.6 TENANT SPACE MECHANICAL ROOM 9'-8"23'-4"18'-8"14'-4"11'-0"11'-0"14'-0"19'-0" 33'-0"33'-0"33'-0"33'-0"22'-0"33'-0"33'-0"27'-6"30'-3"5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 24"x36", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1/16" = 1'-0"8/17/2022 4:21:12 PM20045.00 BUILDING SOUTH - FLOOR PLAN - LEVEL 11 ENT A.BS-111 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 UP D X Y Z 52 53 54 55 56 511 ENT A.BS-301 1 ENT A.BS-302 1 ENT A.BS-303 1 ENT A.BS-331 1 ENT A.BS-332 1 ENT A.BS-304 0'8'16'32'64' 87654321 C A B 33'-0"33'-0"33'-0"33'-0"33'-0"27'-6"30'-3"27'-6"30'-3"27'-6"(OPEN TO BELOW) FUTURE TENANT PLUMB. EQUIP. ROOM ENCLOSED MECHANICAL EQUIPMENT ENCLOSED MECHANICAL EQUIPMENT 2.3 6.45.54.6 9'-8"23'-4"18'-8"14'-4"11'-0"11'-0"14'-0"19'-0" 33'-0"33'-0"33'-0"33'-0"22'-0"33'-0"33'-0" 5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 24"x36", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1/16" = 1'-0"8/17/2022 4:16:46 PM20045.00 BUILDING SOUTH - FLOOR PLAN - LEVEL ROOF ENT A.BS-112 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 LOADING12'-0" LEVEL 0116'-0" LEVEL 0235'-0" LEVEL 0353'-0" LEVEL 0469'-0" LEVEL 0585'-0" LEVEL 06 101'-0" LEVEL 07117'-0" LEVEL 08133'-0" LEVEL 09149'-0" LEVEL 10165'-0" LEVEL 11181'-0" MEAN SEA LEVEL3'-6" NAVD880" ROOF197'-0" FAA HT LIMIT MEASURED FROM NAVD88240'-0" T.O. PENT ROOF213'-0" T.O. MECH SCREEN225'-0" 52535455 5651 LOBBY RETAIL/RESTAURANT TENANT AMENITY (CONFERENCE CENTER) PRIVATE TENANT TERRACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE MECHANICAL ROOM 4'-0"19'-0"18'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"32'-0"12'-0"BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY CYCLE CENTER TENANT SPACE TENANT SPACE 5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 24"x36", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1/16" = 1'-0"8/17/2022 3:35:10 PM20045.00 BUILDING SOUTH - SECTIONS ENT A.BS-331 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 1/16" = 1'-0"1SOUTH BUILDING - SECTION 1 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 LOADING12'-0" LEVEL 0116'-0" LEVEL 0235'-0" LEVEL 0353'-0" LEVEL 0469'-0" LEVEL 0585'-0" LEVEL 06 101'-0" LEVEL 07117'-0" LEVEL 08133'-0" LEVEL 09149'-0" LEVEL 10165'-0" LEVEL 11181'-0" MEAN SEA LEVEL 3'-6" NAVD880" ROOF197'-0" FAA HT LIMIT MEASURED FROM NAVD88240'-0" T.O. PENT ROOF213'-0" T.O. MECH SCREEN225'-0" D TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT AMENITY (CONFERENCE CENTER) TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE 19'-0"18'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"12'-0"TENANT SPACE CAB LOWEST CURB 10'-0" AVERAGE CURB 14'-6"BLDG/FIRE DEPT HEIGHT FROM LOWEST LEVEL OF FD ACCESS (OLD BAYSHORE +10 NAVD88) TO HIGHEST OCCUPIED FLOOR (ROOF)187'-0"ZONING HEIGHT FROM AVERAGE CURB TO TOP OF PARAPET210'-6"FAA HEIGHT FROM NAVD ZERO TO TOP OF PARAPET225'-0"TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE CYCLE CENTER LOADING DOCK 1 5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R A N C I S C O C A LI FO RNI A 9 4 1 0 7 4 1 5 .4 8 9 .2 2 2 4 T EL 4 1 5 .3 5 8 .9 1 0 0 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 24"x36", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1/16" = 1'-0"8/17/2022 3:37:53 PM20045.00 BUILDING SOUTH - SECTIONS ENT A.BS-332 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 1/16" = 1'-0"1SOUTH BUILDING - SECTION 2 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISCO CALIFORNIA 94107 415 .489 .2224 TEL 415 .358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISCO CALIFORNIA 94107 415 .489 .2224 TEL 415 .358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 8/17/2022 12:54:55 PM20045.00 BUILDING CENTER - COVER ENT A.BC-000 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 BUILDING CENTER (BC) 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 CODE SUMMARY REQUIRED FIRE RESISTIVE RATINGS PRIMARY STRUCTURAL FRAME PRIMARY STRUCTURAL FRAME SUPPORTING ROOF LOADS ONLY BEARING WALLS - EXTERIOR BEARING WALLS - INTERIOR BEARING WALLS - INTERIOR SUPPORTING ROOF LOADS ONLY NON-BEARING WALLS - EXTERIOR NON-BEARING WALLS - INTERIOR FLOOR CONSTRUCTION ROOF CONSTRUCTION STAIRWAY ENCLOSURE SHAFT ENCLOSURES TYPE OF CONSTRUCTION TYPE IA RISK CATEGORY III SEISMIC IMPORTANCE FACTOR 1.25 3 HOUR 3 HOUR 3 HOUR 3 HOUR 3 HOUR SEE “FIRE SEPARATION DISTANCE” BELOW NO RATING REQUIRED 2 HOUR (UL DESIGN #D-902) 1 1/2 HOUR (UL DESIGN #D-902) 2 HOUR (SEE “FLOOR OPENINGS & SHAFTS” BELOW) 2 HOUR (SEE “FLOOR OPENINGS & SHAFTS” BELOW) CHAPTER 6 TABLE 601 ALLOWABLE HEIGHT ALLOWABLE NO. OF STORIES ALLOWABLE AREA TABLE 504.3 TABLE 504.4 TABLE 506.2 ACTUAL HEIGHT ACTUAL NO. OF STORIES ACTUAL AREA (PER FLOOR) ACTUAL AREA (TOTAL BUILDING) 213'-0" 11 STORIES + PENTHOUSE (PH) REFER TO AREA PLANS REFER TO AREA PLANS B OCCUPANCY: UL L OCCUPANCY: UL B OCCUPANCY: UL STORIES L OCCUPANCY: 20 STORIES B OCCUPANCY: UL AREA TYPE IA L OCCUPANCY: UL AREA TYPE IA 602.2 TABLE 1604.5 1613 AREA OF PENTHOUSE SHALL NOT EXCEED ONE-THIRD OF THE AREA OF THE SUPPORTING ROOF DECK. (SEE DIAGRAM BELOW FOR COMPLIANCE) PENTHOUSES SHALL NOT BE USED FOR PURPOSES OTHER THAN THE SHELTER OF MECHANICAL EQUIPMENT, TANKS, VERTICAL SHAFT OPENINGS IN THE ROOF ASSEMBLY. PENTHOUSE AREA LIMITATION 1510.1.1 1510.2.2 MEANS OF EGRESS EXIT WIDTH FOR MEANS OF EGRESS COMPONENTS OTHER THAN STAIRWAYS MINIMUM EGRESS WIDTH = 0.15 INCH PER OCCUPANT (SPRINKLER SYSTEM & EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM PROVIDED) 1005.3.2 EXCEPTION 1 EXIT WIDTH FOR STAIRWAYS MINIMUM EGRESS WIDTH = 44" , BUT NOT LESS THAN 0.2 INCH PER OCCUPANT (SPRINKLER SYSTEM & EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM PROVIDED) MINIMUM CORRIDOR WIDTH TABLE 1020.2 1005.3.2 EXCEPTION 1 *FOR CORRIDORS SERVING BOTH A & B OCCUPANCIES, THE SHORTEST DEAD END DISTANCE GOVERNS. 44", BUT NOT LESS THAN 0.15 INCH PER OCCUPANT 44”, BUT NOT LESS THAN 0.15 INCH PER OCCUPANT 44”, BUT NOT LESS THAN 0.15 INCH PER OCCUPANT 1020.4 1020.4, EXCEPTION 2 1005.3.1 EXCEPTION 1 1011.2 20'-0" 50'-0" 50'-0" EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 A-2 OCCUPANCY: B OCCUPANCY: S-1 OCCUPANCY: TABLE 1006.2.1 49 49 29 75'-0" 100'-0" 100'-0" THREE EXITS OR MORE REQUIRED THREE EXITS REQUIRED FOR SPACES WITH OCCUPANT LOADS OF 501 TO 1,000. FOUR EXITS REQUIRED FOR SPACES WITH OCCUPANT LOADS GREATER THAN 1,000. EXIT PASSAGEWAYS MINIMUM EGRESS WIDTH = 44" , BUT NOT LESS THAN 0.2 INCH PER OCCUPANT EXIT PASSAGEWAYS SHALL BE CONSTRUCTED AS FIRE BARRIERS PER SECTION 707 OR HORIZONTAL ASSEMBLIES PER SECTION 711. ENCLOSURE SHALL HAVE MINIMUM ONE- HOUR RATED CONSTRUCTION. EXIT PASSAGEWAYS ON THE LEVEL OF EXIT DISCHARGE SHALL TERMINATE AT AN EXIT DISCHARGE. EXIT PASSAGEWAYS ON OTHER LEVELS SHALL TERMINATE AT AN EXIT EXCEPT AS PERMITTED IN SECTION 402.8.7, OPENINGS IN EXIT PASSAGEWAY OTHER THAN UNPROTECTED EXTERIOR OPENINGS SHALL BE LIMITED TO THOSE NECESSARY FOR EXIT ACCESS TO THE EXIT PASSAGEWAY FOR NORMALLY OCCUPIED SPACES. 1024.2 1024.3 1024.4 1024.5 1006.2.1.1 AUTOMATIC SPRINKLER SYSTEM SHALL COMPLY WITH SECTION 903. STANDPIPE SYSTEMS SHALL COMPLY WITH SECTION 905. AUTOMATIC SPRINKLER SYSTEM 903 905 FIRE ALARM SYSTEM SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 907.2.FIRE ALARM SYSTEM 907.2 OCCUPANCY CLASSIFICATION ALLOWABLE BUILDING HEIGHT & AREA ACTUAL BUILDING HEIGHT & AREA SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY (PERMITTED FOR EITHER CONDITION): MAX OCC LOAD MAX COMMON PATH OF TRAVEL 250'-0" 300'-0" 250'-0" CORRIDOR DEAD ENDS A-2 OCCUPANCY: B OCCUPANCY: S-1 OCCUPANCY (SEE BUILDING HEIGHT DIAGRAM THIS SHEET) FIRE SEPARATION RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE 0 FT < X < 5 FT = 5 FT ≤ X < 10 FT = 10 FT ≤ X < 30 FT = 30 FT ≤ X = CHP. 6 TABLE 602 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE MAXIMUM AREA OF EXTERIOR WALL OPENINGS (AS PERCENTAGE OF WALL AREA)TABLE 705.8 1 HR 1 HR 1 HR NR UNPROTECTED, SPRINKLERED (UP,S) PROTECTED (P) 0' - 3 ' NP NP 3'-5' 15% 15% 5'-10' 25% 25% 10'-15' 45% 45% 15'-20' 75% 75% 20'-25' NL NL 25'-30' NL NL (NP=NOT PERMITTED, NL=NO LIMIT) FLOOR OPENINGS & SHAFTS 2 HOUR (X<4 STORIES = 1 HR, HOWEVER “SHAFT ENCLOSURES SHALL NOT HAVE A FIRE-RESISTANCE RATING NOT LESS THAN THE FLOOR ASSEMBLY PENETRATED. BUT NEED NOT EXCEED 2 HOURS.”) CHP. 7 713.4 DISTANCE REQUIRED RATING INTERIOR OPENING AND WINDOW FIRE PROTECTION RATINGS TABLE 716.1(2) 1 HR FIRE PARTITION 1 HR FIRE BARRIER 1 HR SMOKE BARRIER 2HR PARTITION/SHAFT OCCUPANT LOAD TABLE 1004.1.2 100 GROSS 300 GROSS 15 NET 15 NET BUSINESS AREAS STORAGE/MECH/ELEC ROOMS ASSEMBLY, UNCONCENTRATED (LESS THAN 750 SF/50 OCC) ASSEMBLY, UNCONCENTRATED (DINING FACILITY) BUSINESS GROUP B ASSEMBLY GROUP A-2 OCCUPANT LOAD (SF PER OCCUPANT) FUNCTION OF SPACEOCCUPANCY CLASSIFICATION 20 MIN. 60 MIN. 20 MIN. 90 MIN. MAX TESTED 100 IN2 MAX TESTED 100 IN2 45 MIN. NP 45 MIN. NP 45 MIN. NP 45 MIN. NP NP= NOT PERMITTED TYPE OF ASSEMBLY DOOR RATING DOOR VISION PANEL SIZE DOOR SIDELITE/ TRANSOM WINDOW (SEE PENTHOUSE AREA DIAGRAM THIS SHEET) MEANS OF EGRESS SIZING (DOORS & OTHER EGRESS COMPONENTS) LEVEL 1: 399 OCCUPANTS * 0.15 = 60.0" REQ'D. / 144" PROVIDED LEVEL 2: 1095 OCCUPANTS * 0.15 = 164.3" REQ'D. / 180" PROVIDED LEVEL 3-10: 648 OCCUPANTS * 0.15 = 97.2" REQ'D. / 108" PROVIDED LEVEL 11: 627 OCCUPANTS * 0.15 = 94.1" REQ'D. / 108" PROVIDED ROOF: 16 OCCUPANTS * 0.15 = 2.4" REQ'D. / 108" PROVIDED CHP.10 TABLE 1004.1.2 1005.3.2, WITH SPRINKLER SYSTEM 1006.3.2NUMBER OF EXITS LEVEL 1: LEVEL 2: LEVEL 3-10: LEVEL 11: ROOF 3 3 3 2 1 3 3 3 3 2 CHP.10 TABLE 1004.1.2 1005.3.1, WITH SPRINKLER SYSTEM MEANS OF EGRESS SIZING (STAIRWAYS) LEVEL # OF EXITS REQ'D # OF EXITS PROVIDED PLUMBING FIXTURES GROUP B: OFFICE GROUP A: ASSEMBLY OCCUPANCIES ARE SEPARATED THIS BUILDING IS DESIGNED FOR POTENTIAL FUTURE GROUP L OCCUPANCY AS PART OF TENANT FITOUT UNDER SEPARATE PERMIT CBC CH. 3 CBC CH. 5 508.3 3 HR 3 HR 2 HR NR [ GROUP A & B ] [ GROUP L ] >30' NL NL LEVEL 1: 399 OCCUPANTS * 0.2 = 79.8" REQ'D. / 180" PROVIDED LEVEL 2: 1095 OCCUPANTS * 0.2 = 219.0" REQ'D. / 240" PROVIDED LEVEL 3-10: 648 OCCUPANTS * 0.2 = 129.6" REQ'D. / 180" PROVIDED LEVEL 11: 627 OCCUPANTS * 0.2 = 125.4" REQ'D. / 180" PROVIDED ROOF: 16 OCCUPANTS * 0.2 = 3.2" REQ'D. / 180" PROVIDED HAZARDOUS MATERIALS QUANTITY PER LABORATORY SUITE STORY % OF MAX. # OF LAB SUITES ABOVE GRADE PER LAB SUITE PER FLOOR 1-3 100 UL 4-6 75 20 7-10 50 16 11-14 50 8 UL = UNLIMITED NP = NOT PERMITTED A-2 OCCUPANCY: B OCCUPANCY: S-1 OCCUPANCY: A-2 OCCUPANCY: B OCCUPANCY: S-1 OCCUPANCY: PLUMBING FIXTURES COMBINED OCCUPANT LOAD OCCUPANCY AREA OCCUPANT LOAD FACTOR MEN WOMEN OCCUPANTS LEVEL 1 B - 28,992 150 97 LEVEL 2 CPC TITLE 24, PT 5 SECTION 422.1 TABLE 4.2 REQUIRED PLUMBING FIXTURE COUNTS CPC TITLE 24, PT 5 TABLE 422.1LEVEL 1 LEVEL 2 LEVEL 3-10 WOMENMEN U WCLAV DFLAV 1 1 1 3 3 1 2 1 4 4 A-2 A-3 B TOTAL REQ PROVIDED 1 2 1 4 4 3 4 3 10 10 1 1 1 3 3 A-2 - 3,195 (F+B) 30 54 B - 17,309 30 79 LEVEL 11 B-ACC - 2,207 (A-3) 30 37 B - 20,904 150 70 LEVEL 3-10 B-ACC - 3,860 (A-3) 30 65 B - 35,544 150 119 97 54 79 37 70 65 119 TI 2 2 TI 2 2 A-2 (RETAIL) B PROVIDED TI 1 1 TI 4 4 TI 2 2 SEE SHEET G.BC-200 & 201 FOR OCC. AREAS NOTE: FOR PLUMBING CALCS ONLY, OCCUPANT LOAD DOES NOT INCLUDE EXTERIOR BALCONIES OR ROOFTOP TERRACES. IT IS ASSUMED THE SAME OCCUPANTS WOULD BE INSIDE OR OUTSIDE. NOTE: PER CPC TITLE 24 PT 5 SECTION 422.1 TABLE 4.2 FOOTNOTE ** THESE CALCS EXCLUDE MECHANICAL SPACES A-3 - 4,712 (CONF) A-3 - 2,435 (FITNESS) 50 150 25 25 58 58 WC 2 2 1 5 5 TI 3 3 LEVEL 11 A-2 - 2,660 (RETAIL) 30 45 45 B-ACC - 1,483 30 25 25 3 3 4 4 TOTAL REQ PROVIDED 2 2 8 8 3 3 3 3 2 2 3 4 TOTAL REQ PROVIDED 2 2 8 8 2 3 3 3 ACCESSIBLE ELEVATOR AS A MEANS OF EGRESS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEMS INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1. 1009.2.1 EXCEPTION 1 AREA OF REFUGE NOT REQUIRED FOR EXIT STAIRWAYS IN BUILDINGS EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEMS INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1. ACCESSIBLE MEANS OF EGRESS STAIRWAYS ALL STAIRWAYS QUALIFY AS AN ACCESSIBLE MEANS OF EGRESS PER CBC 1009.2 ITEMS 2-4: 44" MINIMUM WIDTH. 1009.3 EXCEPTION 2 1009.3.3 EXCEPTION 2 TWO-WAY COMMUNICATION TWO-WAY COMMUNICATION SYSTEM REQUIRED AT LANDING SERVING EACH ELEVATOR BANK, ON ALL ACCESSIBLE FLOORS ABOVE GRADE. 1009.8 PHROOFSTORY11THSTORY10THSTORY9THSTORY8THSTORY7THSTORY6THSTORY5THSTORY4THSTORY3RDSTORY2NDSTORY1ST213'-0"HIGHEST OCCUPIED FLOOR MECH PENTHOUSE "BUILDING HEIGHT" DEFINITION (CHAP 2) VERITCAL DISTANCE FROM GRADE PLANE TO THE AVERAGE HEIGHT OF ROOF SURFACE "HIGH RISE BUILDING" DEFINITION (CHAP 2) A BUILDING WITH AN OCCUPIED FLOOR LOCATED MORE THAN 75 FEET ABOVE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS. LOWEST LEVEL OF FIRE DEPT ACCESS CLR. 4'-0"7'-0"2'-0" R 6 " GURNEY PER CBC SECTION 3002.4.3A 7'-9 1/2"5'-5 3/4"7'-7" CLR 5'-4" CLRFACE OF FINISH @ CUSTOM WALL PANELS, WHERE OCCURS 5 4 SA N FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 As indicated 8/17/2022 5:35:13 PM20045.00 BUILDING CENTER - CODE & AREA SUMMARY ENT A.BC-010 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 1/32" = 1'-0" BUILDING HEIGHT DIAGRAM 1/2" = 1'-0" 4000 LB CAPACITY / STRETCHER ELEVATOR CAB 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 SERVICE YARD GROSS BLDG AREA RESTAURANT 3,715 SF EXT TERRACE GROSS BLDG AREA OPEN TO BELOW OPEN TO BELOW EXT COVERED AREA EXT COVERED AREA GROSS BLDG AREA 604 SF EXT TERRACE GROSS BLDG AREA 476 SF EXT TERRACE GROSS BLDG AREA 529 SF EXT TERRACE GROSS BLDG AREA 453 SF EXT TERRACE GROSS BLDG AREA 471 SF EXT TERRACE GROSS BLDG AREA 453 SF EXT TERRACE GROSS BLDG AREA 457 SF EXT TERRACE GROSS BLDG AREA 457 SF EXT TERRACE GROSS BLDG AREA 4,089 SF EXT TERRACE ROOF ENCLOSED EQUIPMENT AREA COVERED EXT TERRACE LEGEND *REFER TO SHEET ENT G-002 FOR ALL BUILDING AREAS GROSS BUILDING AREA GROSS BUILDING AREA IS DEFINED AND CALCULATED PER BURLINGAME MUNICIPAL CODE TITLE 25. ARTICLE 3. REGULATIONS AND STANDARDS APPLICABLE TO ALL ZONING DISTRICTS 25.030.060.A - Determining Floor Area, Generally. The floor area of a building shall be the sum of all floors of a building or buildings, as measured to the outside surfaces of the exterior walls of the structure or structures and including such areas as halls, stairways, covered porches and balconies, elevator shafts, service and mechanical equipment rooms and basements, cellars, and improved space in attic areas. 25.030.060.D.2 - Non-Residential Exemptions. Exempted from floor area ratio computation for commercial development are: a. Chimneys, cupolas, and flag poles. b. Canopies at entrances to buildings. c. Balconies (uncovered or covered). d. Covered walkways and arcades. e. Ground level trellises. f. Trash enclosures. g. Water tanks, elevator penthouses, and other mechanical appurtenances. h. Fire or hose towers. i. Ground level service yards, if open to the sky, and which may otherwise be partially enclosed. ARTICLE 8. DEFINITIONS 25.108.070 - "F" Definitions. Floor area, gross. The total area enclosed within a building, including closets, stairways, and utility and mechanical rooms, measured from the outside face of the walls. GROSS BLDG AREA ROOF ROOF ENCLOSED EQUIPMENT AREA ROOF GROSS BLDG AREA ENCLOSED EQUIPMENT AREA 5 4 S A N FR AN C I S C O C ALIFORNIA 9 41 0 7 4 15 .4 8 9 .2 2 2 4 TEL 4 15 .3 5 8 .91 0 0 FA X WWW W.RNSSTUD IO .OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 S A N FR AN C I S C O C ALIFORNIA 9 41 0 7 4 15 .4 8 9 .2 2 2 4 TEL 4 15 .3 5 8 .91 0 0 FA X WWW W.RNSSTUDIO .OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 S A N FR AN C I S C O C ALIFORNIA 9 41 0 7 4 15 .4 8 9 .2 2 2 4 TEL 4 15 .3 5 8 .91 0 0 FA X WWW W.RNSSTUDIO .OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS DW Burlingame Venture, LLC 08/19/2022ENTITLEMENT APPLICATION #2 1" = 60'-0"12/8/2022 4:59:59 PM20045.00 BUILDING CENTER - AREA PLANS ENT A.BC-020 10/21/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 1" = 60'-0"1 GROSS AREA - LEVEL 1 1" = 60'-0"2 GROSS AREA - LEVEL 2 1" = 60'-0"3 GROSS AREA - LEVEL 3 1" = 60'-0"4 GROSS AREA - LEVEL 4 1" = 60'-0"5 GROSS AREA - LEVEL 5 1" = 60'-0"6 GROSS AREA - LEVEL 6 1" = 60'-0"7 GROSS AREA - LEVEL 7 1" = 60'-0"8 GROSS AREA - LEVEL 8 1" = 60'-0"9 GROSS AREA - LEVEL 9 1" = 60'-0"10 GROSS AREA - LEVEL 10 1" = 60'-0"11 GROSS AREA - LEVEL 11 1" = 60'-0"12 GROSS AREA - ROOF 12/09/2022ENTITLEMENT APPLICATION #3 NOTE: GROSS AREAS SHOWN HERE ARE INCLUSIVE OF ALL AREA INSIDE THE HEAVY BLACK LINES, INCLUDING STAIRS, SHAFTS, PLUMBING FIXTURE AREAS, WALL THICKNESSES ETC. 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 GROSS BLDG AREA RESTAURANT CORE AREA CORE AREA GROSS BLDG AREA LOBBY GROSS BLDG AREA 3,715 SF EXT TERRACE CORE AREA CORE AREA CORE AREA OPEN TO BELOW GROSS BLDG AREA CORE AREA CORE AREA 529 SF EXT TERRACE GROSS BLDG AREA CORE AREA CORE AREA 479 SF EXT TERRACE GROSS BLDG AREA 567 SF EXT TERRACE CORE AREA CORE AREA CORE AREA CORE AREA GROSS BLDG AREA 526 SF EXT TERRACE 480 SF EXT TERRACE CORE AREA CORE AREA GROSS BLDG AREA GROSS BLDG AREA CORE AREA CORE AREA 378 SF EXT TERRACE 480 SF EXT TERRACE GROSS BLDG AREA CORE AREA CORE AREA GROSS BLDG AREA CORE AREA CORE AREA 480 SF EXT TERRACE GROSS BLDG AREA CORE AREA ENCLOSED EQUIPMENT AREA CORE AREA COVERED EXT TERRACE 4,089 SF EXT TERRACE CORE AREA ENCLOSED EQUIPMENT AREA ENCLOSED EQUIPMENT AREA CORE AREA LEGEND *REFER TO SHEET ENT G-002 FOR ALL PARKING COUNTS AND RATIOS AREA CALCULATIONS FOR VEHICLE PARKING SPACE REQUIREMENTS PARKING CALCULATIONS IS DEFINED AND CALCULATED PER BURLINGAME MUNICIPAL CODE TITLE 25. ARTICLE 3. REGULATIONS AND STANDARDS APPLICABLE TO ALL ZONING DISTRICTS 25.040.A.7 - Parking Calculations a. Floor Area. The parking requirement calculation shall be based on the gross floor area of the entire use, unless stated otherwise. Areas that are not leasable or generally not occupied, such as lobbies, hallways, stairways, break rooms, restrooms, and utility rooms, shall not be included in the parking requirement calculation. 5 4 S A N FR AN C I S C O C ALIFORNIA 9 41 0 7 4 15 .4 8 9 .2 2 2 4 TEL 4 15 .3 5 8 .91 0 0 FA X WWW W.RNSSTUDIO .OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 S A N FR AN C I S C O C ALIFORNIA 9 41 0 7 4 15 .4 8 9 .2 2 2 4 TEL 4 15 .3 5 8 .91 0 0 FA X WWW W.RNSSTUDIO .OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 S A N FR AN C I S C O C ALIFORNIA 9 41 0 7 4 15 .4 8 9 .2 2 2 4 TEL 4 15 .3 5 8 .91 0 0 FA X WWW W.RNSSTUDIO .OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS DW Burlingame Venture, LLC 08/19/2022ENTITLEMENT APPLICATION #2 1" = 60'-0"12/8/2022 5:00:13 PM20045.00 BUILDING CENTER - PARKING REQ AREA PLANS ENT A.BC-021 10/21/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 1" = 60'-0"1 LEVEL 1 PARKING AREA 1" = 60'-0"2 LEVEL 2 PARKING AREA 1" = 60'-0"3 LEVEL 3 PARKING AREA 1" = 60'-0"4 LEVEL 4 PARKING AREA 1" = 60'-0"5 LEVEL 5 PARKING AREA 1" = 60'-0"6 LEVEL 6 PARKING AREA 1" = 60'-0"7 LEVEL 7 PARKING AREA 1" = 60'-0"8 LEVEL 8 PARKING AREA 1" = 60'-0"9 LEVEL 9 PARKING AREA 1" = 60'-0"10 LEVEL 10 PARKING AREA 1" = 60'-0"11 LEVEL 11 PARKING AREA 1" = 60'-0"12 LEVEL 12 PARKING AREA 12/09/2022ENTITLEMENT APPLICATION #3 BLDG CENTER ‐ LEASABLE AREA SUMMARY INTERIOR LEASABLE AREA Roof Level 11 Level 10 Level 9 Level 8 Level 7 Level 6 Level 5 Level 4 Level 3 Level 2 Level 1 (Restaurant) Level 1 SUBTOTAL INTERIOR : EXTERIOR LEASABLE AREA Private Terrace (L11) Private Balconies (L3‐11) Private Terrace (L2) SUBTOTAL EXTERIOR: TOTAL LEASABLE AREA TOTAL: NOTE: Core, Lobby and Mechanical areas are excluded from leasable calculations shown above 336,709 5,794 3,901 3,715 13,410 PROPOSED 23,252 2,714 12,575 323,300 PROPOSED 33,725 33,650 33,577 33,574 33,498 33,574 PROPOSED 0 15,713 33,725 33,724 02/01/2023ENTITLEMENT APPLICATION #3 - REVISED 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 UP UP SERVICE YARD LOBBY 33'-0" 33'-0" 33'-0" 33'-0" 33'-0" 33'-0"22'-0"33'-0"33'-0"30'-3"27'-6"27'-6"30'-3"F' 3'4'5'6' C' B' W' 57' 56' 55' 54' E' 53' 52' 51' X' CC' 2' Y' 1' D' A' 7' AA' BB' M' N' P' Q' 1 ENT A.BC-331 1 ENT A.BC-332 30'-3"27'-6"FUEL OIL STORAGE ROOM TENANT STORAGE 0'8'16' 32' 64' EM GENERATOR ROOM PLUMBING ROOM CYCLE CENTER RETAIL/F&B PG&E SWITCH VAULT & MAIN ELECTRICAL ROOM FIRE COMMAND CENTER EM POWER ELEC. ROOM ELEVATOR LOBBY S. ELEV. VEST. NOR. POWER ELEC. ROOM MPOE / MDF / AV / IT STAIR C HIGH RES INSTRUMENT ROOM EXIT PASSAGE LOADING DOCK 2 DOCK MANAGER LOADING DOCK STAGING FUTURE TENANT GAS METER CORRIDOR LOADING DOCK 1 SECURITY STAIR B STAIR A 33'-0" 33'-0" 3 3'-0" 33'-0" 33'-0" 3 3'-0" 33'-0" 33'-0" 33'-0" MEN'S RESTROOM WOMEN'S RESTROOM B.7' TENANT SPACE TENANT STORAGE JANITOR CLOSET STAIR B VEST STORAGE STORAGE E A S T O N C R E E K STORAGE VEST. VEST.10'-3"PASSENGER ELEVATORS PASSENGER ELEVATORS FSA ELEVATORS SERVICE ELEVATORS STAIR PRESS.IT RISER 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISCO CALIFORNIA 94107 415 .489 .2224 TEL 415 .358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISCO CALIFORNIA 94107 415 .489 .2224 TEL 415 .358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1/16" = 1'-0"8/17/2022 6:52:51 PM20045.00 BUILDING CENTER - FLOOR PLAN - LEVEL 1 ENT A.BC-101 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 /RESTAURANT RETAIL RETAIL RETAIL RETAIL 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 UP PRIVATE TENANT TERRACE TENANT AMENTIY (CONFERENCE CENTER) F' 3'4'5'6' C' B' W' 57' 56' 55' 54' E' 53' 52' 51' X' CC' 2' Y' 1' D' A' 7' AA' BB' M' N' P' Q' TENANT AMENITY (F&B)1 ENT A.BC-331 1 ENT A.BC-332 33'-0" 33'-0" 33'-0" 33'-0" 33'-0" 33'-0"22'-0"33'-0"33'-0"30'-3"27'-6"27'-6"30'-3"30'-3"27'-6"(OPEN TO BELOW) 0'8'16' 32' 64' SKY BRIDGE ACCESS TO SOUTH PARKING STRUCTURE TENANT AMENITY (FITNESS) GENERATOR BELOW TENANT SPACE CORRIDOR LOBBY BELOW STAIR A SERVICE YARD BELOW 33'-0" 33'-0" 3 3'-0" 33'-0" 33'-0" 3 3'-0" 33'-0" 33'-0" 33'-0" STAIR A B.7' STAIR A VEST. CORRIDOR SINGLE OCC. RESTROOM SINGLE OCC. RESTROOM SINGLE OCC. RESTROOM STORAGE MEN'S RESTROOM WOMEN'S RESTROOM ELEVATOR LOBBY PASSENGER ELEVATORS FSA ELEVATORS PASSENGER ELEVATORS STAIR B STAIR B VEST ELECTRICAL ROOM S. ELEV. VEST. SERVICE ELEVATORS IT ROOM STORAGE JANITOR CLOSET STAIR C VEST.STAIR C EM POWER ELEC. ROOM LE-1 SLE-2SP-1 SA-2 LE-2 EA-2 IT RISERSP-2 EA-1 BSLE-1 VLE-1 SLE-1 SP-3 SA-1 TX-1 VEST. FUTURE TENANT SHAFT VIVARIUM ELEVATOR10'-3"5 4 SA N FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1/16" = 1'-0"8/17/2022 5:37:25 PM20045.00 BUILDING CENTER - FLOOR PLAN - LEVEL 2 ENT A.BC-102 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 F' 3'4'5'6' C' B' W' 57' 56' 55' 54' E' 53' 52' 51' X' CC' 2' Y' 1' D' A' 7' AA' BB' M' N' P' Q' 1 ENT A.BC-331 1 ENT A.BC-332 33'-0" 33'-0" 33'-0" 33'-0" 33'-0" 33'-0"22'-0"33'-0"33'-0"30'-3"27'-6"27'-6"30'-3"30'-3"27'-6"0'8'16' 32' 64' TENANT SPACE 33'-0" 33'-0" 3 3'-0" 33'-0" 33'-0" 3 3'-0" 33'-0" 33'-0" 33'-0" STAIR A STAIR A VEST B.7' MEN'S RESTROOM WOMEN'S RESTROOM ELEVATOR LOBBY PASSENGER ELEVATORS FSA ELEVATORS PASSENGER ELEVATORS STAIR B STAIR B VEST ELECTRICAL ROOM S. ELEV. VEST. SERVICE ELEVATORS IT ROOM STORAGE JANITOR CLOSET STAIR C VEST.STAIR C TENANT SPACE TENANT SPACE BALCONY EM POWER ELEC. ROOM SLE-2 BSLE-1 TX-1 LA-1 EA-1 LE-2 LA-2 EA-2 VLE-1 SLE-1 SP-1 SP-3 VIVARIUM ELEVATOR LE-1 5 4 SA N FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1/16" = 1'-0"8/17/2022 5:37:51 PM20045.00 BUILDING CENTER - FLOOR PLAN - LEVEL 3 ENT A.BC-103 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 F' 3'4'5'6' C' B' W' 57' 56' 55' 54' E' 53' 52' 51' X' CC' 2' Y' 1' D' A' 7' AA' BB' M' N' P' Q' 1 ENT A.BC-331 1 ENT A.BC-332 33'-0" 33'-0" 33'-0" 33'-0" 33'-0" 33'-0"22'-0"33'-0"33'-0"30'-3"27'-6"27'-6"30'-3"33'-0" 33'-0" 3 3'-0" 33'-0" 33'-0" 3 3'-0"30'-3"27'-6"33'-0" 33'-0" 33'-0" BALCONY 0'8'16' 32' 64' B.7' TENANT SPACE STAIR A STAIR A VEST MEN'S RESTROOM WOMEN'S RESTROOM ELEVATOR LOBBY PASSENGER ELEVATORS FSA ELEVATORS PASSENGER ELEVATORS STAIR B STAIR B VEST ELECTRICAL ROOM S. ELEV. VEST. SERVICE ELEVATORS IT ROOM STORAGE JANITOR CLOSET STAIR C VEST.STAIR C TENANT SPACE TENANT SPACE EM POWER ELEC. ROOM LE-1 BSLE-1 TX-1 LA-1 EA-1 LE-2 LA-2 EA-2 VLE-1 SLE-1 SP-3 SP-2 IT RISER10'-3"SP-1 SLE-2 5 4 SA N FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1/16" = 1'-0"8/17/2022 5:39:05 PM20045.00 BUILDING CENTER - FLOOR PLAN - TYPICAL LEVEL (4-10) ENT A.BC-106 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 F' 3'4'5'6' C' B' W' 57' 56' 55' 54' E' 53' 52' 51' X' CC' 2' Y' 1' D' A' 7' AA' BB' M' N' P' Q' 1 ENT A.BC-331 1 ENT A.BC-332 33'-0" 33'-0" 33'-0" 33'-0" 33'-0" 33'-0"22'-0"33'-0"33'-0"30'-3"27'-6"27'-6"30'-3"30'-3"27'-6"0'8'16' 32' 64' AHU 01 33'-0" 33'-0" 3 3'-0" 33'-0" 33'-0" 3 3'-0" 33'-0" 33'-0" 33'-0" B.7' EXIT STAIR ACCESS TRELLIS ABOVE EXTERIOR MECHANICAL SPACE TENANT SPACE STAIR A STAIR A VEST MEN'S RESTROOM WOMEN'S RESTROOM ELEVATOR LOBBY PASSENGER ELEVATORS FSA ELEVATORS PASSENGER ELEVATORS STAIR B STAIR B VEST ELECTRICAL ROOM S. ELEV. VEST. SERVICE ELEVATORS MECH JANITOR CLOSET STAIR C VEST.STAIR C CHILLER ROOM TERRACE EM POWER ELEC. ROOM LE-2 SLE-2 BSLE-1 TX-1 LA-1 EA-1 LE-2 LA-2 EA-2 VLE-1 SLE-1 SP-1 SP-3 SP-2 IT RISER IT ROOM 10'-3"5 4 SA N FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1/16" = 1'-0"8/17/2022 5:39:40 PM20045.00 BUILDING CENTER - FLOOR PLAN - LEVEL 11 ENT A.BC-111 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 33'-0" 33'-0" 33'-0" 33'-0" 33'-0" 33'-0"22'-0"33'-0"33'-0"30'-3"27'-6"27'-6"30'-3"F' 3'4'5'6' C' B' W' 57' 56' 55' 54' E' 53' 52' 51' X' CC' 2' Y' 1' D' A' 7' AA' BB' M' N' P' Q' 1 ENT A.BC-331 1 ENT A.BC-332 0'8'16' 32' 64' 33'-0" 33'-0" 3 3'-0" 33'-0" 33'-0" 3 3'-0" 33'-0" 33'-0" 33'-0"30'-3"27'-6"B.7' MECHANICAL SPACE MECH ROOM MECH ROOM ELEVATOR LOBBY STAIR B SERVICE ELEVATORS S. ELEV. VEST. STAIR C STAIR C VEST. AHU 01 AHU 02 VLE-1 SLE-1 SP-310'-3"SA-1 EA-1 SA-1 EA-2 LE-2 STAIR PRESS.IT RISER ELEVATOR OVERRUN ELEVATOR OVERRUN FSA ELEVATORS EXTERIOR MECHANICAL SPACE 5 4 SA N FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1/16" = 1'-0"8/17/2022 5:45:49 PM20045.00 BUILDING CENTER - FLOOR PLAN - ROOF LEVEL ENT A.BC-112 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 LOADING 12'-0" LEVEL 01 16'-0" LEVEL 02 35'-0" LEVEL 03 53'-0" LEVEL 04 69'-0" LEVEL 05 85'-0" LEVEL 06 101'-0" LEVEL 07 117'-0" LEVEL 08 133'-0" LEVEL 09 149'-0" LEVEL 10 165'-0" LEVEL 11 181'-0" MEAN SEA LEVEL 3'-6" NAVD88 0" ROOF 197'-0" FAA HT LIMIT MEASURED FROM NAVD88 240'-0" T.O. PENT ROOF 213'-0" T.O. MECH SCREEN 225'-0" M'N'P'Q' BALCONY TENANT STORAGE 4'-0" 19'-0" 18'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 12'-0" TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TERRACE RETAIL/F&BLOBBY CORRIDOR TENANT AMENTIY (CONFERENCE CENTER) PRIVATE TENANT TERRACE AHU 01EXTERIOR MECHANICAL SPACE BALCONY 3'2'1' EXTERIOR MECHANICAL SPACE MECHANICAL SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE CORRIDORTENANT SPACE 5 4 SA N FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1/16" = 1'-0"8/17/2022 5:52:07 PM20045.00 BUILDING CENTER - SECTIONS ENT A.BC-331 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 1/16" = 1'-0"1 SECTION 1 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 LOADING 12'-0" LEVEL 01 16'-0" LEVEL 02 35'-0" LEVEL 03 53'-0" LEVEL 04 69'-0" LEVEL 05 85'-0" LEVEL 06 101'-0" LEVEL 07 117'-0" LEVEL 08 133'-0" LEVEL 09 149'-0" LEVEL 10 165'-0" LEVEL 11 181'-0" MEAN SEA LEVEL 3'-6"NAVD88 0" ROOF 197'-0" FAA HT LIMIT MEASURED FROM NAVD88 240'-0" T.O. PENT ROOF 213'-0" T.O. MECH SCREEN 225'-0" F'C'B'E'D'A'4'-0" 19'-0" 18'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 12'-0" CHILLER ROOM TENANT SPACE TENANT SPACE TENANT SPACE LOWEST CURB 10'-0"ZONING HEIGHT MEASURED FROM AVERAGE CURB TO TOP OF PARAPET214'-6"BLDG/FIRE DEPT HEIGHT FROM LOWEST LEVEL OF FD ACCESS (OLD BAYSHORE +10 NAVD) TO HIGHEST OCCUPIED FLOOR (ROOF)187'-0"FAA HEIGHT FROM NAVD ZERO TO TOP OF PARAPET225'-0"AVERAGE CURB 10'-6" B.7' TENANT SPACE TENANT SPACE TENANT SPACE LOADING DOCK 1 LOADING DOCK 2 CORRIDOR TENANT SPACE TENANT SPACE TENANT CONFERENCE ROOM PASSENGER ELEVATORS PASSENGER ELEVATORS PASSENGER ELEVATORS PASSENGER ELEVATORS PASSENGER ELEVATORS PASSENGER ELEVATORS PASSENGER ELEVATORS PASSENGER ELEVATORS MECHANICAL SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE LOBBY EXTERIOR MECHANICAL SPACEEXTERIOR MECHANICAL SPACE EXTERIOR MECHANICAL SPACE PASSENGER ELEVATORS STAIR B VEST TENANT SPACE TENANT SPACE STAIR B VEST STAIR B VEST STAIR B VEST STAIR B VEST STAIR B VEST STAIR B VEST STAIR B VEST STAIR B VEST STAIR B VEST PASSENGER ELEVATORS ELEVATOR OVERRUN TENANT AMENTIY (CONFERENCE CENTER) STAIR B VEST 5 4 SA N FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 1/16" = 1'-0"8/17/2022 5:53:42 PM20045.00 BUILDING CENTER - SECTIONS ENT A.BC-332 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 1/16" = 1'-0"1 SECTION 2 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISCO CALIFORNIA 94107 415 .489 .2224 TEL 415 .358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISCO CALIFORNIA 94107 415 .489 .2224 TEL 415 .358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 8/17/2022 1:03:00 PM20045.00 BUILDING NORTH - COVER ENT A.BN-000 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 BUILDING NORTH (BN) 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 CLR. 4'-0"7'-0"2'-0" R 6 " GURNEY PER CBC SECTION 3002.4.3A 7'-9 1/2"5'-5 3/4"7'-7" CLR 5'-4" CLRFACE OF FINISH @ CUSTOM WALL PANELS, WHERE OCCURS CODE SUMMARY REQUIRED FIRE RESISTIVE RATINGS PRIMARY STRUCTURAL FRAME PRIMARY STRUCTURAL FRAME SUPPORTING ROOF LOADS ONLY BEARING WALLS - EXTERIOR BEARING WALLS - INTERIOR BEARING WALLS - INTERIOR SUPPORTING ROOF LOADS ONLY NON-BEARING WALLS - EXTERIOR NON-BEARING WALLS - INTERIOR FLOOR CONSTRUCTION ROOF CONSTRUCTION STAIRWAY ENCLOSURE SHAFT ENCLOSURES TYPE OF CONSTRUCTION TYPE IA RISK CATEGORY III SEISMIC IMPORTANCE FACTOR 1.25 3 HOUR 3 HOUR 3 HOUR 3 HOUR 3 HOUR SEE “FIRE SEPARATION DISTANCE” BELOW NO RATING REQUIRED 2 HOUR (UL DESIGN #D-902) 1 1/2 HOUR (UL DESIGN #D-902) 2 HOUR (SEE “FLOOR OPENINGS & SHAFTS” BELOW) 2 HOUR (SEE “FLOOR OPENINGS & SHAFTS” BELOW) CHAPTER 6 TABLE 601 ALLOWABLE HEIGHT ALLOWABLE NO. OF STORIES ALLOWABLE AREA TABLE 504.3 TABLE 504.4 TABLE 506.2 ACTUAL HEIGHT ACTUAL NO. OF STORIES REFER TO AREA PLANS FOR AREA SUMMARY 213'-0" 11 STORIES + PENTHOUSE (PH) B OCCUPANCY: UL L OCCUPANCY: UL B OCCUPANCY: UL STORIES L OCCUPANCY: 20 STORIES B OCCUPANCY: UL AREA TYPE IA L OCCUPANCY: UL AREA TYPE IA 602.2 TABLE 1604.5 1613 AREA OF PENTHOUSE SHALL NOT EXCEED ONE-THIRD OF THE AREA OF THE SUPPORTING ROOF DECK. (SEE DIAGRAM BELOW FOR COMPLIANCE) PENTHOUSES SHALL NOT BE USED FOR PURPOSES OTHER THAN THE SHELTER OF MECHANICAL EQUIPMENT, TANKS, VERTICAL SHAFT OPENINGS IN THE ROOF ASSEMBLY. PENTHOUSE AREA LIMITATION 1510.1.1 1510.2.2 MEANS OF EGRESS EXIT WIDTH FOR MEANS OF EGRESS COMPONENTS OTHER THAN STAIRWAYS MINIMUM EGRESS WIDTH = 0.15 INCH PER OCCUPANT (SPRINKLER SYSTEM & EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM PROVIDED) 1005.3.2 EXCEPTION 1 EXIT WIDTH FOR STAIRWAYS MINIMUM EGRESS WIDTH = 44" , BUT NOT LESS THAN 0.2 INCH PER OCCUPANT (SPRINKLER SYSTEM & EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM PROVIDED) MINIMUM CORRIDOR WIDTH TABLE 1020.2 1005.3.2 EXCEPTION 1 *FOR CORRIDORS SERVING BOTH A & B OCCUPANCIES, THE SHORTEST DEAD END DISTANCE GOVERNS. 44", BUT NOT LESS THAN 0.15 INCH PER OCCUPANT 44”, BUT NOT LESS THAN 0.15 INCH PER OCCUPANT 44”, BUT NOT LESS THAN 0.15 INCH PER OCCUPANT 1020.4 1020.4, EXCEPTION 2 1005.3.1 EXCEPTION 1 1011.2 20'-0" 50'-0" 50'-0" EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 A-2 OCCUPANCY: B OCCUPANCY: S-1 OCCUPANCY: TABLE 1006.2.1 49 49 29 75'-0" 100'-0" 100'-0" THREE EXITS OR MORE REQUIRED THREE EXITS REQUIRED FOR SPACES WITH OCCUPANT LOADS OF 501 TO 1,000. FOUR EXITS REQUIRED FOR SPACES WITH OCCUPANT LOADS GREATER THAN 1,000. EXIT PASSAGEWAYS MINIMUM EGRESS WIDTH = 44" , BUT NOT LESS THAN 0.2 INCH PER OCCUPANT EXIT PASSAGEWAYS SHALL BE CONSTRUCTED AS FIRE BARRIERS PER SECTION 707 OR HORIZONTAL ASSEMBLIES PER SECTION 711. ENCLOSURE SHALL HAVE MINIMUM ONE- HOUR RATED CONSTRUCTION. EXIT PASSAGEWAYS ON THE LEVEL OF EXIT DISCHARGE SHALL TERMINATE AT AN EXIT DISCHARGE. EXIT PASSAGEWAYS ON OTHER LEVELS SHALL TERMINATE AT AN EXIT EXCEPT AS PERMITTED IN SECTION 402.8.7, OPENINGS IN EXIT PASSAGEWAY OTHER THAN UNPROTECTED EXTERIOR OPENINGS SHALL BE LIMITED TO THOSE NECESSARY FOR EXIT ACCESS TO THE EXIT PASSAGEWAY FOR NORMALLY OCCUPIED SPACES. 1024.2 1024.3 1024.4 1024.5 1006.2.1.1 AUTOMATIC SPRINKLER SYSTEM SHALL COMPLY WITH SECTION 903. STANDPIPE SYSTEMS SHALL COMPLY WITH SECTION 905. AUTOMATIC SPRINKLER SYSTEM 903 905 FIRE ALARM SYSTEM SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 907.2.FIRE ALARM SYSTEM 907.2 OCCUPANCY CLASSIFICATION ALLOWABLE BUILDING HEIGHT & AREA ACTUAL BUILDING HEIGHT & AREA SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY (PERMITTED FOR EITHER CONDITION): MAX OCC LOAD MAX COMMON PATH OF TRAVEL 250'-0" 300'-0" 250'-0" CORRIDOR DEAD ENDS A-2 OCCUPANCY: B OCCUPANCY: S-1 OCCUPANCY (SEE BUILDING HEIGHT DIAGRAM THIS SHEET) FIRE SEPARATION RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE 0 FT < X < 5 FT = 5 FT ≤ X < 10 FT = 10 FT ≤ X < 30 FT = 30 FT ≤ X = CHP. 6 TABLE 602 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE MAXIMUM AREA OF EXTERIOR WALL OPENINGS (AS PERCENTAGE OF WALL AREA)TABLE 705.8 1 HR 1 HR 1 HR NR UNPROTECTED, SPRINKLERED (UP,S) PROTECTED (P) 0' - 3 ' NP NP 3'-5' 15% 15% 5'-10' 25% 25% 10'-15' 45% 45% 15'-20' 75% 75% 20'-25' NL NL 25'-30' NL NL (NP=NOT PERMITTED, NL=NO LIMIT) FLOOR OPENINGS & SHAFTS 2 HOUR (X<4 STORIES = 1 HR, HOWEVER “SHAFT ENCLOSURES SHALL NOT HAVE A FIRE-RESISTANCE RATING NOT LESS THAN THE FLOOR ASSEMBLY PENETRATED. BUT NEED NOT EXCEED 2 HOURS.”) CHP. 7 713.4 DISTANCE REQUIRED RATING INTERIOR OPENING AND WINDOW FIRE PROTECTION RATINGS TABLE 716.1(2) 1 HR FIRE PARTITION 1 HR FIRE BARRIER 1 HR SMOKE BARRIER 2HR PARTITION/SHAFT OCCUPANT LOAD TABLE 1004.1.2 100 GROSS 300 GROSS 15 NET 50 GROSS 15 NET BUSINESS AREAS STORAGE/MECH/ELEC ROOMS ASSEMBLY, UNCONCENTRATED (LESS THAN 750 SF/50 OCC) EXERCISE ROOMS ASSEMBLY, UNCONCENTRATED (DINING FACILITY) BUSINESS GROUP B ASSEMBLY GROUP A-2 OCCUPANT LOAD (SF PER OCCUPANT) FUNCTION OF SPACEOCCUPANCY CLASSIFICATION 20 MIN. 60 MIN. 20 MIN. 90 MIN. MAX TESTED 100 IN2 MAX TESTED 100 IN2 45 MIN. NP 45 MIN. NP 45 MIN. NP 45 MIN. NP NP= NOT PERMITTED TYPE OF ASSEMBLY DOOR RATING DOOR VISION PANEL SIZE DOOR SIDELITE/ TRANSOM WINDOW (SEE PENTHOUSE AREA DIAGRAM THIS SHEET) ACCESSIBLE ELEVATOR AS A MEANS OF EGRESS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEMS INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1. 1009.2.1 EXCEPTION 1 AREA OF REFUGE NOT REQUIRED FOR EXIT STAIRWAYS IN BUILDINGS EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEMS INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1. ACCESSIBLE MEANS OF EGRESS STAIRWAYS ALL STAIRWAYS QUALIFY AS AN ACCESSIBLE MEANS OF EGRESS PER CBC 1009.2 ITEMS 2-4: 44" MINIMUM WIDTH. 1009.3 EXCEPTION 2 1009.3.3 EXCEPTION 2 TWO-WAY COMMUNICATION TWO-WAY COMMUNICATION SYSTEM REQUIRED AT LANDING SERVING EACH ELEVATOR BANK, ON ALL ACCESSIBLE FLOORS ABOVE GRADE. 1009.8 MEANS OF EGRESS SIZING (DOORS & OTHER EGRESS COMPONENTS) LEVEL 1: 523 OCCUPANTS * 0.15 = 104.6" REQ'D. / 344" PROVIDED LEVEL 2: 1576 OCCUPANTS * 0.15 = 236.4" REQ'D. / 264" PROVIDED LEVEL 3-10: 903 OCCUPANTS * 0.15 = 135.5" REQ'D. / 144" PROVIDED LEVEL 11: 786 OCCUPANTS * 0.15 = 117.9" REQ'D. / 144" PROVIDED ROOF: 41 OCCUPANTS * 0.15 = 6.2" REQ'D. / 64" PROVIDED CHP.10 TABLE 1004.1.2 1005.3.2, WITH SPRINKLER SYSTEM 1006.3.3NUMBER OF EXITS LEVEL 1: LEVEL 2: LEVEL 3-10: LEVEL 11: ROOF 3 4 3 3 1 6 5 4 4 2 CHP.10 TABLE 1004.1.2 1005.3.1, WITH SPRINKLER SYSTEM MEANS OF EGRESS SIZING (STAIRWAYS) LEVEL # OF EXITS REQ'D # OF EXITS PROVIDED GROUP B: OFFICE GROUP A: ASSEMBLY OCCUPANCIES ARE SEPARATED THIS BUILDING IS DESIGNED FOR POTENTIAL FUTURE GROUP L OCCUPANCY AS PART OF TENANT FITOUT UNDER SEPARATE PERMIT CBC CH. 3 CBC CH. 5 508.3 3 HR 3 HR 2 HR NR [ GROUP A & B ] [ GROUP L ] >30' NL NL LEVEL 1: 523 OCCUPANTS * 0.2 = N/A LEVEL 2: 1576 OCCUPANTS * 0.2 = 315.2" REQ'D. / 360" PROVIDED LEVEL 3-10: 903 OCCUPANTS * 0.2 = 180.6" REQ'D. / 240" PROVIDED LEVEL 11: 786 OCCUPANTS * 0.2 = 157.2" REQ'D. / 240" PROVIDED ROOF: 41 OCCUPANTS * 0.2 = 8.2" REQ'D. / 120" PROVIDED HAZARDOUS MATERIALS QUANTITY PER LABORATORY SUITE STORY % OF MAX. # OF LAB SUITES ABOVE GRADE PER LAB SUITE PER FLOOR 1-3 100 UL 4-6 75 20 7-10 50 16 11-14 50 8 UL = UNLIMITED NP = NOT PERMITTED A-2 OCCUPANCY: B OCCUPANCY: S-1 OCCUPANCY: A-2 OCCUPANCY: B OCCUPANCY: S-1 OCCUPANCY: PLUMBING FIXTURESPLUMBING FIXTURES COMBINED OCCUPANT LOAD OCCUPANCY AREA (SF) OCCUPANT LOAD FACTOR MEN WOMEN OCCUPANTS LEVEL 1 LEVEL 2 CPC TITLE 24, PT 5 SECTION 422.1 TABLE 4.2 REQUIRED PLUMBING FIXTURE COUNTS CPC TITLE 24, PT 5 TABLE 422.1LEVEL 1 LEVEL 2 LEVEL 3-10 WOMENMEN U WCLAV DFLAV 1 1 1 1 4 4 1 2 1 2 6 6 A-2 (F&B) A-3 (ONF) A-3 (FITNESS) B TOTAL REQ PROVIDED 1 2 1 1 5 5 3 4 3 4 14 12 2 1 1 2 5 5 A-2 - 3,880 (F+B) 30 65 B - 10,961 30 117 LEVEL 11 B-ACC - 3,627 (A-3) 30 61 B - 30,514 150 86 LEVEL 3-10 B-ACC - 5,775 (A-3) 30 97 B - 48,188 150 146 65 117 61 86 97 146 2 2 2 3 TOTAL REQ PROVIDED 1 2 4 7 2 2 SEE SHEET G.BC-200 & 201 FOR OCC. AREAS NOTE: FOR PLUMBING CALCS ONLY, OCCUPANT LOAD DOES NOT INCLUDE EXTERIOR BALCONIES OR ROOFTOP TERRACES. IT IS ASSUMED THE SAME OCCUPANTS WOULD BE INSIDE OR OUTSIDE. NOTE: PER CPC TITLE 24 PT 5 SECTION 422.1 TABLE 4.2 FOOTNOTE ** THESE CALCS EXCLUDE CORRIDORS, STAIRWAYS, RAMPS, TOILET ROOMS, MECHANICAL ROOMS, CLOSETS, AND FIXED EQUIPMENT A-3 - 7,002 (CONF) A-3 - 3,132 (FITNESS) 50 150 52 52 45 45 WC 2 2 1 2 7 7 2 2 LEVEL 11 B-ACC - 2,700 (A-3) 30 37 37 4 4 5 6 TOTAL REQ PROVIDED 3 4 11 12 4 4 4 4 3 4 3 5 TOTAL REQ PROVIDED 2 3 8 9 2 4 3 3 B - 15,611 150 52 52 B-ACC - 2,800 (A-3) 30 47 47 NOTE: OCCUPANTS ON 2ND FLOOR IN EXCESS OF PROVIDED TOILETS TO HAVE ACCESS TO TOILETS ON FLOOR BELOW, PER CPC2022 422.4.1PHROOFSTORY11THSTORY10THSTORY9THSTORY8THSTORY7THSTORY6THSTORY5THSTORY4THSTORY3RDSTORY2NDSTORY1ST209'-0"HIGHEST OCCUPIED FLOOR MECH PENTHOUSE "BUILDING HEIGHT" DEFINITION (CHAP 2) VERITCAL DISTANCE FROM GRADE PLANE TO THE AVERAGE HEIGHT OF ROOF SURFACE "HIGH RISE BUILDING" DEFINITION (CHAP 2) A BUILDING WITH AN OCCUPIED FLOOR LOCATED MORE THAN 75 FEET ABOVE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS. LOWEST LEVEL OF FIRE DEPT ACCESS 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS 08/19/2022ENTITLEMENT APPLICATION #2 As indicated 8/17/2022 1:15:23 PM20045.00 BUILDING NORTH - CODE & AREA SUMMARY ENT A.BN-010 08/19/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 1/2" = 1'-0"2 4000 LB CAPACITY / STRETCHER ELEVATOR CAB 1/32" = 1'-0"1 BUILDING HEIGHT DIAGRAM 12/09/2022ENTITLEMENT APPLICATION #3 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 GROSS BLDG AREA SERVICE YARD 3,100 SF EXT TERRACE GROSS BLDG AREA OPEN TO BELOW EXT COVERED AREA EXT COVERED AREA OPEN TO BELOW OPEN TO BELOW 626 SF EXT TERRACE EXT COVERED AREA 529 SF EXT TERRACE GROSS BLDG AREA 478 SF EXT TERRACE GROSS BLDG AREA 520 SF EXT TERRACE GROSS BLDG AREA 482 SF EXT TERRACE GROSS BLDG AREA 454 SF EXT TERRACE GROSS BLDG AREA 498 SF EXT TERRACE GROSS BLDG AREA 454 SF EXT TERRACE GROSS BLDG AREA 487 SF EXT TERRACE GROSS BLDG AREA GROSS BLDG AREA ROOF ROOF ENCLOSED EQUIPMENT AREA 5,965 SF EXT TERRACE 2,010 SF COVERED EXT TERRACE ROOF LEGEND *REFER TO SHEET ENT G-002 FOR ALL BUILDING AREAS GROSS BUILDING AREA GROSS BUILDING AREA IS DEFINED AND CALCULATED PER BURLINGAME MUNICIPAL CODE TITLE 25. ARTICLE 3. REGULATIONS AND STANDARDS APPLICABLE TO ALL ZONING DISTRICTS 25.030.060.A - Determining Floor Area, Generally. The floor area of a building shall be the sum of all floors of a building or buildings, as measured to the outside surfaces of the exterior walls of the structure or structures and including such areas as halls, stairways, covered porches and balconies, elevator shafts, service and mechanical equipment rooms and basements, cellars, and improved space in attic areas. 25.030.060.D.2 - Non-Residential Exemptions. Exempted from floor area ratio computation for commercial development are: a. Chimneys, cupolas, and flag poles. b. Canopies at entrances to buildings. c. Balconies (uncovered or covered). d. Covered walkways and arcades. e. Ground level trellises. f. Trash enclosures. g. Water tanks, elevator penthouses, and other mechanical appurtenances. h. Fire or hose towers. i. Ground level service yards, if open to the sky, and which may otherwise be partially enclosed. ARTICLE 8. DEFINITIONS 25.108.070 - "F" Definitions. Floor area, gross. The total area enclosed within a building, including closets, stairways, and utility and mechanical rooms, measured from the outside face of the walls. GROSS BLDG AREA ROOF ROOF ENCLOSED EQUIPMENT AREA 5 4 S A N FR AN C I S C O C ALIFORNIA 9 41 0 7 4 15 .4 8 9 .2 2 2 4 TEL 4 15 .3 5 8 .91 0 0 FA X WWW W.RNSSTUD IO .OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 S A N FR AN C I S C O C ALIFORNIA 9 41 0 7 4 15 .4 8 9 .2 2 2 4 TEL 4 15 .3 5 8 .91 0 0 FA X WWW W.RNSSTUDIO .OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 S A N FR AN C I S C O C ALIFORNIA 9 41 0 7 4 15 .4 8 9 .2 2 2 4 TEL 4 15 .3 5 8 .91 0 0 FA X WWW W.RNSSTUDIO .OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION PN BN BC PS BS DW Burlingame Venture, LLC 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 1" = 60'-0"12/8/2022 5:14:08 PM20045.00 BUILDING NORTH - AREA PLANS ENT A.BN-020 10/21/2022 Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 1" = 60'-0"1 GROSS AREA - LEVEL 1 1" = 60'-0"2 GROSS AREA - LEVEL 2 1" = 60'-0"3 GROSS AREA - LEVEL 3 1" = 60'-0"4 GROSS AREA - LEVEL 4 1" = 60'-0"5 GROSS AREA - LEVEL 5 1" = 60'-0"6 GROSS AREA - LEVEL 6 1" = 60'-0"7 GROSS AREA - LEVEL 7 1" = 60'-0"8 GROSS AREA - LEVEL 8 1" = 60'-0"9 GROSS AREA - LEVEL 9 1" = 60'-0"10 GROSS AREA - LEVEL 10 1" = 60'-0"11 GROSS AREA - LEVEL 11 1" = 60'-0"12 GROSS AREA - LEVEL 12 NOTE: GROSS AREAS SHOWN HERE ARE INCLUSIVE OF ALL AREA INSIDE THE HEAVY BLACK LINES, INCLUDING STAIRS, SHAFTS, PLUMBING FIXTURE AREAS, WALL THICKNESSES ETC. 03/24/2022ENTITLEMENT APPLICATION 08/19/2022ENTITLEMENT APPLICATION #2 12/09/2022ENTITLEMENT APPLICATION #3 09/18/2023ENTITLEMENT APPLICATION #4 BAYSHOR E H IGHWA Y AIRPORT BLVDPARCEL DD-62635LINE TABLETOPOGRAPHIC, UTILITY & BOUNDARY SURVEY 2850 Collier Canyon Road Livermore, CA 94551 Phone: (925) 245-8788 www.kierwright.comOF 2 SHEETSSHEETOF FOR 1200, 1240, 1250, 1288, 1290, 1300, 1308, 1340, 1388 BAYSHORE HIGHWAY WOODSTOCK DEVELOPMENT, INCNOV., 2021DATESCALEDRAWN BYJOB NO.A20698-5BURLINGAME,KRWCALIFORNIASURVEYORJRVAS SHOWNNO.NO.REVISION BY REVISION BY 1 UPDATED PER COMMENTS 11-10-2021 BMM N O R T H LOCATED ON OR ADJACENT TO IT.NOTE: THIS SITE HAS FIBER OPTIC LINES ABBREVIATIONSLEGENDREFERENCESDETAIL "B"NTSDETAIL "A"NTSDETAIL "C"NTSNOTESMATCH LINE SEE SHEET C1.1 PARCEL ACREAGEAUG. 19, 2022 PARCEL IIPARCEL VIPARCEL IPARCEL IIIBAYSHORE HIGHWAYPARCEL VPARCELVIIIPARCELVIIPARCEL IVLINE TABLETOPOGRAPHIC, UTILITY & BOUNDARY SURVEY 2850 Collier Canyon Road Livermore, CA 94551 Phone: (925) 245-8788 www.kierwright.comOF 2 SHEETSSHEETOF FOR 1200, 1240, 1250, 1288, 1290, 1300, 1308, 1340, 1388 BAYSHORE HIGHWAY WOODSTOCK DEVELOPMENT, INCNOV., 2021DATESCALEDRAWN BYJOB NO.A20698-5BURLINGAME,KRWCALIFORNIASURVEYORJRVAS SHOWNNO.NO.REVISION BY REVISION BY 1 UPDATED PER COMMENTS 11-10-2021 BMM NORTH MATCH LINE SEE SHEET C1.0REFERENCES AUG. 19, 2022 CTVCTVCTVCTVCTV 6"WF O F O FO FO 8"SS 8"SS 33"SSFM 8"SSFM 6"ES6"JT(P)6"JT(P)6"E 6 "E 3"E4"E FOCTVCTVCTVCTVCTVCTVCTVC TVCT VCTV CTV12"W CTVCTVCTVCTVCTV 6"WF O F O FO FO 8"SS 8"SS 33"SSFM 8"SSFM 6"ES6"JT(P)6"JT(P)6"E 6"E 3"E4"E FOCTVCTVCTVCTVCTVCTVCTVC TVCT VCTV CTV12"W CTVCTVCTVCTVCTV 6"WF O F O FO FO 8"SS 8"SS 33"SSFM 8"SSFM 6"ES6"JT(P)6"JT(P)6"E 6"E 3"E4"E FO 12"W ≥ ≥ ≥ ≥ WITH CREDITS,CAPTURED AREA INCLUDES 100%OF TRIBUTARY ONSITE FRONTAGE AND 100%OFFSITE REDEVELOPED IMPERVIOUS AREA OFFSITE CREDIT SUMMARY (SEE NOTE 6): PORTION OF ROADWAY NORTH OF EASTON CREEK:3,831 SF PORTION OF AIRPORT BLVD TO SITE BIORETENTION:8,556 SF PORTION OF BAYSHORE HIGHWAY TO SITE BIORETENTION:2,733 SF TOTAL OFFSITE CREDIT REQUIRED (uncaptured site impervious):15,059 SF TOTAL OFFSITE CREDIT PROVIDED:15,120 SF CTVCTVCTVCTVCTV 6"WF O F O FO FO 8"SS 8"SS 33"SSFM 8"SSFM 6"ES6"JT(P)6"JT(P)6"E 6 "E 3"E4"E FO 12"W 6"W12"W