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HomeMy WebLinkAboutReso 106-24 Approving a Site Development Review Permit and Heritage Tree Removal Permit for the Hexcel Redevelopment ProjectDocusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C911 D1 FBA1AA RESOLUTION NO. 106 — 24 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUBLIN APPROVING A SITE DEVELOPMENT REVIEW PERMIT AND HERITAGE TREE REMOVAL PERMIT FOR THE HEXCEL REDEVELOPMENT PROJECT PLPA 2022-00038 (APNS 941-1560-009-01 AND 941-1560-003-04) WHEREAS, the property owner, Overton Moore Properties, proposes to redevelop an 8.81-acre site located at 11711 Dublin Boulevard. The project would demolish the existing 62,175- square-foot Hexcel research and development building and construct a new 125,532-square-foot light industrial building to appeal to advanced manufacturing and life science uses with 217 parking stalls and related site improvements. Requested approvals include a Planned Development Rezone Stage 1 and Stage 2 Development Plan, Site Development Review Permit and Heritage Tree Removal Permit. These planning and implementing actions are collectively known as the "Hexcel Redevelopment Project" or the "Project;" and WHEREAS, the Project site includes two parcels totaling approximately 8.81 acres located north of the 1-580, south of Dublin Boulevard and residential and commercial uses, east of existing office buildings, and west of the U.S. Bank Branch, Dublin Heritage Park and Museums and Dublin Pioneer Cemetery; and WHEREAS, the Project site has a General Plan and Dublin Village Historic Area Specific Plan land use designation of Business Park/Industrial; and WHEREAS, the Project site is subject to zoning, where one half of the site is zoned Planned Development (Alameda County Ordinance No. 80-60) and the other half is zoned M-1 (Light Industrial); and WHEREAS, the proposed Project is consistent with the Business Park/Industrial land use designation but requires a Planned Development Rezone to accommodate the Project; and WHEREAS, the California Environmental Quality Act (CEQA), together with the CEQA Guidelines and City of Dublin CEQA Guidelines and Procedures require that certain projects be reviewed for environmental impacts and that environmental documents be prepared; and WHEREAS, pursuant to the requirements of CEQA, the CEQA Guidelines and City of Dublin CEQA Guidelines and Procedures, the City prepared a Draft Environmental Impact Report (EIR) dated August 2023, and a Final EIR dated November 2023, for the proposed Project, which reflects the City's independent judgment and analysis of the potential environmental impacts of the Project; and WHEREAS, the Draft EIR identified potentially significant impacts to air quality, biological resources, cultural and tribal resources, energy, geology and soils, and hazards and hazardous materials, most of which can be substantially reduced through mitigation measures; and WHEREAS, the Draft EIR was circulated for 45 days for public comment from August 21, 2023, to October 5, 2023. Comments received on the Draft EIR were responded to in the Final Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 1 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA EIR dated November 2023. The Draft EIR, comments and associated responses, and changes and clarifications to the Draft EIR constitute the Final EIR; and WHEREAS, following a properly noticed public hearing on December 12, 2023, the Planning Commission adopted Resolution No. 23-11, recommending that the City Council certify the Final EIR and adopt required CEQA Findings, and approve a Planned Development Zoning District with a Stage 1 and Stage 2 Development Plan, Site Development Review Permit and Heritage Tree Removal Permit, which Resolution is incorporated herein by reference and available for review at City Hall during normal business hours; and WHEREAS, On March 19, 2024, the City Council held a properly noticed public hearing on the Project, including the Planned Development Rezone Stage 1 and Stage 2 Development Plan, Site Development Review Permit and Heritage Tree Removal Permit at which time all interested parties had the opportunity to be heard, and continued the proposed project to a date uncertain; and WHEREAS, A Staff Report dated September 17, 2024, and incorporated herein by reference, described and analyzed the proposed Project, including the Planned Development Rezone Stage 1 and Stage 2 Development Plan, Site Development Review Permit, Heritage Tree Removal Permit and Final EIR, for the City Council; and WHEREAS, on September 17, 2024, the City Council held a properly noticed public hearing on the Project, including the Planned Development Rezone Stage 1 and Stage 2 Development Plan, Site Development Review Permit and Heritage Tree Removal Permit at which time all interested parties had the opportunity to be heard; and WHEREAS, the City Council considered the Final EIR prepared for the Project, and all above referenced reports, recommendations, and testimony prior to taking action on the Project; and WHEREAS, on September 17, 2024, the City Council adopted Resolution No. xx-24 certifying the Final EIR and adopting CEQA Findings, a Statement of Overriding Considerations and a Mitigation Monitoring and Reporting Program for the Project; and WHEREAS, the City Council did hear and use independent judgment and considered all said reports, recommendations, and testimony herein above set forth. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin does hereby make the following findings and determinations regarding the Site Development Review Permit for the Hexcel Redevelopment Project: A. The proposal is consistent with the purposes of this Chapter, with the General Plan and with any applicable Specific Plans and design guidelines because: 1) the proposed Project is consistent with the General Plan land use designation of Business Park/Industrial as it will provide space for light industrial uses that would cater to advanced manufacturing and life science tenants that will not generate nuisances related to emissions, noise, odors, or glare; 2) the proposed Project gives thoughtful consideration to the surrounding area through setbacks, height, architectural elements and landscape design; and 3) the proposed Project will conform to the allowable uses and development standards as stated in the Stage 1 and Stage 2 Development Plan. Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 2 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA B. The proposal is consistent with the provisions of Title 8, Zoning Ordinance because: 1) the Planned Development Zoning provides a comprehensive development plan that creates a desirable use of land that is sensitive to surrounding land uses by virtue of the layout and design of the site plan; and 2) development of the Project under the Planned Development Zoning will be harmonious and compatible with existing and future development in the surrounding area, in that the site will provide new light industrial facility. C. The design of the Project is appropriate to the City, the vicinity, surrounding properties, and the lot(s) in which the Project is proposed because: 1) the Project site is adjacent to Office uses and is appropriately setback and screened from adjacent properties; 2) the proposed development will consist of a light industrial facility that would appeal to advanced manufacturing and life science uses that would provide for additional employment opportunities and innovation in the Dublin community and surrounding areas; and 3) the design of the Project has taken into account sensitive adjacencies and will provide for a light industrial facility for advanced manufacturing and life science companies. D. The subject site is physically suitable for the type and intensity of the approved development because: 1) the Project site is flat with access provided from Dublin Boulevard and is served by existing public utilities; 2) development intensity is consistent with the floor area ratio and employee density for the Business Park/Industrial land use designation; and 3) the Project site conditions were documented in the EIR that has been prepared, and the environmental impacts that have been identified will be mitigated to the greatest degree possible. E. Impacts to existing slopes and topographic features are addressed because: 1) the Project site is flat; 2) the roadway and utility infrastructure to serve the site already exist; and 3) future approval of grading and improvement plans will enable the site to be modified to suit the Project, which will be developed for the site in accordance with City policies and regulations. F. Architectural considerations including the character, scale and quality of the design, site layout, the architectural relationship with the site and other buildings, screening of unsightly uses, lighting, building materials and colors and similar elements result in a project that is harmonious with its surroundings and compatible with other development in the vicinity because: 1) use of varying building planes, colors and materials, and the contrast between horizontal and vertical reveals would break up the scale of the concrete tilt -up panels and overall building mass; 2) lighter building color applications and materials are used to provide interest; 3) articulation in plan and elevation and black channel window trim further break up the scale of the building and distinguish each office entrance; 4) the loading docks would be screened from public view on Dublin Boulevard by the building and from adjacent properties and the 1-580 by new and existing landscaping treatment on the east and south sides of the project site; and 5) the existing sidewalk that runs along the site frontage leading into the property will be further extended into the project site with direct access to the outdoor seating area at the main building entrance, thereby providing a strong relationship between the street and building and enhance the project's connectivity to the surrounding area. G. Landscape considerations, including the location, type, size, color, texture and coverage of plant materials, and similar elements have been incorporated into the project to ensure Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 3 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA visual relief, adequate screening and an attractive environment for the public because: 1) landscape plan features a low water usage plant palette, including a variety of drought tolerant trees, shrubs and ground cover to provide visual interest in texture and color while conserving natural resources. Native plants are utilized to encourage biodiversity in conjunction with the existing riparian vegetation and Dublin Creek on Parcel 2; 2) sufficient plant screening is provided in the setback between the site and adjacent community area north of Dublin Boulevard to minimize any undesirable visual impacts; 3) sufficient plant screening is provided between the site and adjacent properties to the east to minimize any undesirable visual impact; 4) the loading docks will be screened by new and existing landscaping treatment on the south and east sides of the project site; 5) large shade trees are provided within the parking lotto minimize radiation, provide a cooler environment, and reduce urban heat island effect; 6) a variety of drought tolerant trees, plants, and shrubs are included to provide visual interest in texture and color palette; and 7) the landscape design was conducted in a manner that preserves the existing heritage trees on -site by incorporating them into the site design. H. The site has been adequately designed to ensure proper circulation for bicyclists, pedestrians and automobiles because: 1) the project site is accessed from two existing driveways on Dublin Boulevard with the main driveway located at the intersection of Dublin Boulevard and Hansen Drive and the secondary driveway located at the northeastern corner of the project site (east of Hansen Drive adjacent to the U.S. Bank Branch entrance); 2) the existing sidewalk that runs along the site frontage leading into the property will be further extended into the project site and provide direct access to the main building entrance and outdoor seating area; 3) safe and convenient pedestrian paths are proposed between the building entrances, public sidewalks, and on -site parking lot; 4) all infrastructure including, pathways, sidewalks, and lighting have been reviewed for conformance with City policies, regulations, and best practices and have been designed with multi -modal travel in mind; and 5) the Project has been reviewed by the Public Works Department and Fire Department and adequate access and circulation has been provided on -site. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin does hereby make the following findings and determinations regarding the Historic Overlay Zoning District Site Development Review for the Hexcel Redevelopment Project: A. Approval of the application is consistent with the purpose and intent of this Chapter because: 1) the project has implemented various elements of the Dublin Village Historic Area Specific Plan Commercial Design Guidelines, where appropriate, to be in compliance with the Specific Plan; 2) the project would enhance and reinforce the unique historic qualities and design elements found in Dublin Village in that the project includes muted earth tone building colors, vertically oriented windows with simple framing, stone monumentation, and similar lighting design and plant pallet standards found in the Historic Area; 3) the project would improve the public realm to create a positive pedestrian experience because the building is oriented toward the street and provides direct pedestrian connectivity with the walkway from the street to the main building entrance; and 4) the project would enhance the areas image as a historic district and create a unique sense of place because the project would install permanent interpretive display/signage for public exhibition detailing the history and significance of the former Hexcel Corporation research and development facility. Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 4 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA B. Any approval complies with the policies of the General Plan, with any applicable Specific Plans, with the development regulations or performance standards established for the standard Zoning District (C-O, C-1, PD, R-M, etc.) in which it is located, and with all other requirements of the Zoning Ordinance because: 1) the proposed Project is consistent with the General Plan land use designation of Business Park/Industrial as it will provide space for light industrial uses that would cater to advanced manufacturing and life science tenants that will not generate nuisances related to emissions, noise, odors, or glare; 2) the proposed Project gives thoughtful consideration to the surrounding area through setbacks, height, architectural elements and landscape design; and 3) the proposed Project will conform to the allowable uses and development standards as stated in the Stage 1 and Stage 2 Development Plan. C. The approval will not adversely affect the health or safety of persons residing or working in the vicinity, or be detrimental to the public health, safety and general welfare because: 1) the Project will comply with all applicable development regulations and standards and will implement all adopted mitigation measures; and 2) adequate emergency vehicle access to all portions of the site is provided from Dublin Boulevard. D. The design of the project will provide a desirable environment for the development and an attractive environment for the public because: 1) the project has implemented various design elements that would enhance and reinforce the unique historic qualities and design elements found in Dublin Village Historic Area while ensuring it would appeal to advanced manufacturing and life science uses in that the project includes muted earth tone building colors, vertically oriented windows with simple framing, stone monumentation, and similar lighting design and plant pallet standards found in the Historic Area; and 2) the project creates an attractive environment for the public because the building is oriented toward the street, proposes landscaping consistent with the Historic Area, and provides direct pedestrian connectivity with the walkway from the street to the main building entrance and the project would install permanent interpretive display/signage for public exhibition detailing the history and significance of the former Hexcel Corporation research and development facility. E. The project is in substantial compliance with the applicable chapters of the Dublin Village Historic Area Specific Plan because: 1) the project has implemented various elements, where appropriate, under the Commercial Design Guidelines to be in compliance with the architectural, site planning and lighting standards of the Specific Plan. BE IT FURTHER RESOLVED that the City Council of the City of Dublin does hereby approve Heritage Tree Removal Permit for the Hexcel Redevelopment Project. BE IT FURTHER RESOLVED that the Dublin City Council does hereby approve the Site Development Review Permit for the Hexcel Redevelopment Project subject to the conditions included below, and other plans, and text relating to this Site Development Review Permit. CONDITIONS OF APPROVAL: Unless stated otherwise, all Conditions of Approval shall be complied with prior to the issuance of building permits and shall be subject to Planning Division review and approval. The following codes represent those departments/agencies responsible for monitoring compliance of the conditions of approval: [PL] Planning; [B] Building; [PO] Police; [PW] Public Works; [ADM] Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 5 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C911 D1 FBA1AA Administration/City Attorney; [FIN] Finance; [PCS] Parks and Community Services; [F] Dublin Fire Prevention; [DSR] Dublin San Ramon Services District; [LDD] Livermore Dublin Disposal; [CO] Alameda County Department of Environmental Health; [Zone 7] Alameda County Flood Control and Water Conservation District, Zone 7; [LAVTA] Livermore Amador Valley Transit Authority; and [CHS] California Department of Health Services. CONDITION TEXT RESPONA GENCY WHEN REQUIRED Prior to: PLANNING — GENERAL 1. Approval. This approval is for the Hexcel Redevelopment Project generally depicted and indicated on the Project Plans prepared by HPA Architecture, dated August 21, 2024, attached as Exhibit A and other plans, text, and diagrams relating to PL On -going this project, and as specified as the following Conditions of Approval for this project. 2. Effective Date. This Site Development Review Permit approval becomes effective once the Planned Development Rezoning has been approved by City Council and is effective. PL On -going 3. Permit Expiration. Construction or use shall commence within one (1) year of Permit approval or the Site Development Review Permit shall lapse and become null and void. If there is a dispute as to whether the Site Development Review Permit has expired, the City may hold a noticed public hearing to determine the matter. Such a determination may be processed concurrently with revocation proceedings in appropriate circumstances. If the Site Development Review Permit expires, a new application must be made and processed according to the requirements of the Zoning Ordinance. PL One Year After Effective Date 4. Time Extension. The Director of Community Development may, upon the Applicant's written request for an extension of approval prior to expiration, and upon the determination that any Conditions of Approval remain adequate to assure that applicable findings of approval will continue to be met, grant a time extension of approval for a period not to exceed twelve (12) months. The Director of Community Development may grant a maximum of two (2) extensions of approval, and additional extensions may be granted by the original decision maker. PL Prior to Expiration Date 5. Compliance. The Applicant/Property Owner shall operate this use in compliance with the Conditions of Approval of this Site Development Review Permit, the approved plans and the regulations established in the Zoning Ordinance. Any violation of the terms or conditions specified may be subject to enforcement PL On -going Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 6 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA action. 6. Modifications. Modifications or changes to this Site Development Review Permit approval may be considered by the Community Development Director if the modifications or changes proposed comply with Dublin Municipal Code (DMC) Section 8.104.100. PL On -going 7. Revocation of Permit. The Site Development Review Permit approval shall be revocable for cause in accordance with DMC Section 8.96.020.1. Any violation of the terms or conditions of this permit shall be subject to citation. PL On -going 8. Requirements and Standard Conditions. The Applicant/Developer shall comply with applicable City of Dublin Fire Prevention Bureau, Dublin Public Works Department, Dublin Building Department, Dublin Police Services, Alameda County Flood Control District Zone 7, Livermore Amador Valley Transit Authority, Alameda County Public and Environmental Health, Dublin San Ramon Services District and the California Department of Health Services requirements and standard conditions. Prior to issuance of building permits or the installation of any improvements related to this project, the Applicant/Developer shall supply written statements from each such agency or department to the Planning Department, indicating that all applicable conditions required have been or will be met. Various Building Permit Issuance 9. Required Permits. The Applicant/Developer shall obtain all permits required by other agencies including, but not limited to Alameda County Flood Control and Water Conservation District Zone 7, California Department of Fish and Wildlife, Army Corps of Engineers, Regional Water Quality Control Board, Caltrans and provide copies of the permits to the Public Works Department. PW Building Permit Issuance and Grading Permit Issuance 10. Fees. The Applicant/Developer shall pay all applicable fees in effect at the time of building permit issuance, including, but not limited to, Planning fees, Building fees, Traffic Impact Fees, TVTC fees, Dublin San Ramon Services District fees, Public Facilities fees, Dublin Unified School District School Impact fees, Fire Facilities Impact fees, Alameda County Flood and Water Conservation District (Zone 7) Drainage and Water Connection fees; or any other fee that may be adopted and applicable. Various Building Permit Issuance 11. Indemnification. Applicant shall defend, indemnify, and hold harmless the City of Dublin and its agents, officers, and employees from any claim, action, or proceeding against the City of Dublin or its agents, officers, or employees to attack, set aside, void, or annul an approval of the City of Dublin or its advisory agency, ADM On -going Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 7 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA appeal board, Planning Commission, City Council, Community Development Director, Zoning Administrator, or any other department, committee, or agency of the City provided, however, that the Applicant's duty to so defend, indemnify, and hold harmless shall be subject to the City's promptly notifying the Applicant of any said claim, action, or proceeding and the City's full cooperation in the defense of such actions or proceedings. 12. Clarification of Conditions. In the event that there needs to be clarification to the Conditions of Approval, the Director of Community Development and the City Engineer have the authority to clarify the intent of these Conditions of Approval to the Applicant/Developer without going to a public hearing. The Director of Community Development and the City Engineer also have the authority to make minor modifications to these conditions without going to a public hearing in order for the Applicant/Developer to fulfill needed improvements or mitigations resulting from impacts to this project. PL, PW On -going 13. Clean-up. The Applicant/Developer shall be responsible for clean-up and disposal of project related trash to maintain a safe, clean and litter -free site. PL On -going 14. Construction Trailer. The Applicant/Developer shall obtain a Temporary Use Permit prior to the establishment of any construction trailer, storage shed, or container units on the Project site. PL Establishment of the Temporary Use 15. Equipment Screening. All electrical equipment, fire risers, and/or mechanical equipment shall be screened from public view by landscaping and/or architectural features and that electrical transformers are either underground or architecturally screened. Any roof -mounted equipment shall be completely screened from adjacent street view by materials architecturally compatible with the building and to the satisfaction of the Community Development Director. The Building Permit plans shall show the location of all equipment and screening for review and approval by the Community Development Director. PL Building Permit Issuance PLANNING — PROJECT SPECIFIC CONDITIONS 16. Public Art. The project is required to comply with DMC Sections 8.58.05A and 8.58.05D of Chapter 8.58 (Public Art Program). The project will make a monetary contribution in -lieu of acquiring and installing a public art project on the property, as provided by the DMC Section 8.58.050D. The in -lieu contribution shall be as provided in the DMC Chapter 8.58. PL Building Permit Issuance 17. Mitigation Monitoring Program. Applicant/Developer shall comply with the applicable mitigation measures of PL Ongoing Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 8 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C911 D1 FBA1AA the 2023 Hexcel Redevelopment Environmental Impact Report certified by Resolution No. XX-24, including any applicable action programs and implementation measures contained in Resolution No. XX-24. The EIR is on file with the Community Development Department. 18. Final Landscape and Irrigation Plan. Plans shall comply with DMC Chapter 8.72 and be generally consistent with the project plans attached to this Resolution as Exhibit A prepared and stamped by a PL Building Permit Issuance State licensed landscape architect or registered engineer shall be submitted for review and approval by the Community Development Director. 19. Water Efficient Landscaping Regulations. The Applicant/Developer shall meet all requirements of the City of Dublin's Water -Efficient Landscaping Regulations contained in DMC Chapter 8.88 and submit written documentation to the Public Works Department (in the form of a Landscape Documentation Package and other required documents) that the development conforms to the City's Water Efficient Landscaping Ordinance. PL Building Permit Issuance 20. Landscape Edges. Concrete curbs or bands shall be used at the edges of all planters and paving surfaces, unless otherwise defined differently. The design width and depth of the concrete edge shall be to the satisfaction of the Community Development Director and City Engineer. PL Building Permit Issuance 21. Backflow Prevention Devices. The Landscape Plan shall show the location of all backflow prevention devises. The location and screening of the backflow prevention devices shall be reviewed and approved by City staff. PL Building Permit Issuance 22. Maintenance of Landscape. All landscape areas on the site shall be enhanced and properly maintained at all times. Any proposed or modified landscaping to the site, including the removal or replacement of trees, shall require prior review and written approval from the Community Development Director. PL On -going 23. Distance Between Light Poles and Tree Trunks. A minimum distance of 15 feet shall be provided between light poles and tree trunks. PL Building Permit Issuance 24. Protection of Existing Landscaping on Adjacent Property. To the maximum extent feasible, existing landscaping on the adjacent property to the east, including but not limited to trees, shrubbery, and vines on the existing fence, shall be protected during grading/construction activities. Protection measures shall include fencing trees at the drip line perimeter and, where construction is proposed within existing driplines, excavating by hand. In addition, roots over one (1) inch PL On -going Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 9 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA in diameter that must be cut shall be observed and approved by the City Arborist. 25. Protection of Heritage Trees. Prior to obtaining a demolition permit, a tree protection plan shall be prepared for the heritage trees to remain on Parcel 1. PL Demolition Permit Issuance 26. There shall be no truck traffic at the loading docks within a 90 minute window of a burial at the cemetery. Staff from the Parks and Community Services Department will notify the property owner/manager of scheduled burials. PL, P&CS On -going BUILDING AND SAFETY 27. Building Codes and Ordinances. All project construction shall conform to all building codes and ordinances in effect at the time of building permit. B Through Completion 28. Construction Drawings. Construction plans shall be fully dimensioned (including building elevations) accurately drawn (depicting all existing and proposed conditions on site), and prepared and signed by a California licensed Architect or Engineer. All structural calculations shall be prepared and signed by a California licensed Architect or Engineer. The site plan, landscape plan and details shall be consistent with each other. B Issuance of Building Permits 29. Building Permits. To apply for building permits, Applicant/Developer shall submit electronic drawings for plan check. An annotated copy of the Conditions of Approval shall be included with the submittal. The B Issuance of Building Permits notations shall clearly indicate how all Conditions of Approval will or have been complied with. Construction plans will not be accepted without the annotated resolutions attached to each set of plans. Applicant/Developer will be responsible for obtaining the approvals of all participation non -City agencies prior to the issuance of building permits. 30. As -Built Drawings. All revisions made to the building plans during the project shall be incorporated into an "As Built" electronic file and submitted prior to the issuance of the final occupancy. B Occupancy Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 10 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA 31. Addressing a) Provide a site plan with the City of Dublin's address grid overlaid on the plans (1 to 30 scale). Highlight all exterior door openings on plans (front, rear, garage, etc.). The site plan shall include a single large format page showing the entire project and individual sheets for each neighborhood. Application and required plans shall be submitted electronically. b) Address signage shall be provided as per the Dublin Commercial Security Code. c) Address signage will be required on all doors leading to the exterior of the building. Addresses shall be illuminated and be able to be seen from the street, four (4) inches in height minimum. B a) Prior to Release of Addresses b) Prior to Permitting c) Prior to Occupancy 32. Engineer Observation. The Engineer of record shall be retained to provide observation services for all components of the lateral and vertical design of the building, including nailing, hold-downs, straps, shear, roof diaphragm and structural frame of building. A written report shall be submitted to the City Inspector B Prior to Scheduling the Final Frame Inspection prior to scheduling the final frame inspection. 33. 60-Foot No Build Covenant. Pursuant to Dublin Municipal Code Section 7.32.130, the owner shall file with the Building Official a Covenant and Agreement Regarding Maintenance of Yards for an Oversized Building binding such owner, his heirs, and assignees, to set aside a 60-foot required yard as unobstructed space having no improvements. After execution by the owner and Building Official, such covenant shall be recorded in the Alameda County Recorder's Office, and shall continue in effect so long as an oversized building remains or unless otherwise released by authority of the Chief Building Official. B Prior to Permitting 34. Foundation. Geotechnical Engineer for the soils report shall review and approve the foundation design. A letter shall be submitted to the Building Division on the approval. B Prior to Permit Issuance 35. Air Conditioning Units. Air conditioning units and ventilation ducts shall be screened from public view with materials compatible to the main building. Units shall be permanently installed on concrete pads or other non - movable materials approved by the Chief Building Official and Director of Community Development. B Occupancy of Building 36. Plumbing Fixture Count. The plumbing fixture count (e.g., water closets, lavatories, urinals, drinking fountains) shall meet the minimum requirements for the use as regulated by the CA Plumbing Code. B Prior to Permitting Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 11 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA 37. Solar Zone — CA Energy Code. Show the location of the Solar Zone on the site plan. Detail the orientation of the Solar Zone. This condition of approval will be waived if the project meets the exceptions provided in the CA Energy Code. B Through Completion 38. Accessible Parking. The required number of parking stalls, the design and location of the accessible parking stalls shall be as required by the CA Building Code, Chapter 11-B. B Through Completion 39. Green Parking. The design and number of clean air/ EV ready stalls shall be as required by the CA Green Building Standards Code. B Through Completion 40. Retaining Walls. All retaining walls over 30 inches in height and adjacent to a walkway shall be provided with guardrails. Retaining walls with a surcharge and retaining walls over 36 inches in height shall obtain permits and inspections from the Building and Safety Division. B Through Completion 41. Accessory Structures. Building permits are required for all trash enclosures and associated amenities / structures and are required to meet the accessibility and building codes. B Through Completion 42. FEMA — Floodplain. The property is currently shown to be in a floodplain. If the building is located within the floodplain, the applicant shall submit either a letter of map amendment, letter of map change or letter of map revision prior to permitting. If the location of the building has not been removed from the floodplain by a letter, then elevation certificates will be required at the correct stages. B Prior to Permitting 43. Temporary Fencing. Temporary construction fencing shall be installed along perimeter of all work under construction B Through Completion 44. Copies of Approved Plans. Applicant shall provide City with one reduced (1/2 size) copy of the City of Dublin stamped approved plan. B 30 Days After Permit and Each Revision Issuance FIRE PREVENTION 45. Fire Apparatus Access Road Fire department access requirements are to be met. All fire apparatus access road shall be with an approved all -weathered surface and capable of supporting imposed load of 75,000 lbs. F Approval of Improvement Plans 46. Fire Hydrants All existing and proposed fire hydrants shall comply with the requirements in CFC Section 507.5, Appendix B, and Appendix C. F Approval of Improvement Plans Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 12 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA 47. No fire service lines shall pass beneath buildings. F Approval of Improvement Plans 48. New Fire Sprinkler System & Monitoring Requirements a) In accordance with The Dublin Fire Code, fire sprinklers shall be installed in the building. The system shall be in accordance with the NFPA 13, the CA Fire Code and CA Building Code. Plans and specifications showing detailed mechanical design, cut sheets, listing sheets and hydraulic calculations shall be submitted to the Fire Department for approval and permit prior to installation. This may be a deferred submittal. b) Sprinkler Plans. (Deferred Submittal Item). Submit detailed mechanical drawings of all sprinkler modifications, including cut sheets, listing sheets and calculations to the Fire Department for approval and permit prior to installation. c) All sprinkler system components shall remain in compliance with the applicable N.F.P.A. 13 Standard, the CA Fire Code and the CA Building Code. d) Underground Plans. (Deferred Submittal Item). Submit detailed shop drawings for the fire water supply system, including cut sheets, listing sheets and calculations to the Fire Department for approval and permit prior to installation. All underground and fire water supply system components shall be in compliance with the applicable N.F.P.A. 13, 24, 20, 22 Standards, the CA Fire Code and the CA Building Code. The system shall be hydrostatically tested and inspected prior to being covered. Prior to the system being connected to any fire protection system, a system flush shall be witnessed by the Fire Department. e) Central Station Monitoring. Automatic fire extinguishing systems installed within buildings shall have all control valves and flow devices electrically supervised and maintained by an approved central alarm station. Zoning and annunciation of central station alarm signals shall be submitted to the Fire Department for approval. f) Fire Protection Equipment shall be identified with approved signs constructed of durable materials, permanently installed and readily visible. F Building Permit Issuance 49. Fire Alarm System Required A Fire Alarm -Detection System shall be installed throughout the building so as to provide full property protection, including combustible concealed spaces, as required by NFPA 72. The system shall be installed in F Occupancy Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 13 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C911 D1 FBA1AA accordance with NFPA 72, CA Fire, Building, Electrical, and Mechanical Codes. If the system is intended to serve as an evacuation system, compliance with the horn/strobe requirements for the entire building must also be met. All automatic fire extinguishing systems shall be interconnected to the fire alarm system so as to activate an alarm if activated and to monitor control valves. Delayed egress locks shall meet requirements of C.F.C. Fire Alarm Plans. (Deferred Submittal Item). Submit detailed drawings of the fire alarm system, including floor plan showing all rooms, device locations, ceiling height and construction, cut sheets, listing sheets and battery and voltage drop calculations to the Fire Department for review and permit prior to the installation. Where employee work areas have audible alarm coverage, circuits shall be initially designed with a minimum 20 percent spare capacity for adding appliances to accommodate hearing impaired employee's. a) Central Station Monitored Account. Automatic fire alarm systems shall be monitored by an approved central alarm station. Zoning and annunciation of central station alarm signals shall be approved by the Fire Department. b) Qualified Personnel. The system shall be installed, inspected, tested, and maintained in accordance with the provisions of NFPA 72. Only qualified and experienced persons shall perform this work. Examples of qualified individuals are those who have been factory trained and certified or are NICET Fire Alarm Certified. c) Inspection & Testing Documentation. Performance testing of all initiating & notification devices in the presence of the Fire Inspector shall occur prior to final of the system. Upon this inspection, proof that the specific account is UL Certificated must be provided to the Fire Inspector. 50. Fire Access During Construction. a) Fire Access. Access roads, turnaround, pullouts, and fire operation areas are fire lanes and shall be maintained clear and free of obstructions, including the parking of vehicles. b) Entrances. Entrances to job sites shall not be blocked, including after hours, other than by approved gates/barriers that provide for emergency access. c) Site Utilities. Site utilities that would require the access road to be dug up or made impassible shall be installed prior to construction commencing. F During Construction Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 14 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA d) Entrance flare, angle of departure, width, turning radii, grades, turnaround, vertical clearances, road surface, bridges/crossings, gates/key-switch, within a 150-foot distance to Fire Lane shall be maintained. e) Personnel Access. Route width, slope, surface and obstructions must be considered for the approved route to furthermost portion of the exterior wall. f) All -Weather Access. Fire access is required to be all-weather access. Show on the plans the location of the all-weather access and a description of the construction. Access roads must be designed to support the imposed loads of fire apparatus. 51. Fire Extinguishers. Extinguishers shall be visible and unobstructed. Signage shall be provided to indicate fire extinguisher locations. The number and location of extinguishers shall be shown on the plans. Additional fire extinguishers maybe required by the fire inspector. Fire extinguisher shall meet a minimum classification of 2A 10BC. Extinguishers weighing 40 pounds or less shall be mounted no higher than five (5) feet above the floor measured to the top of the extinguisher. Extinguishers shall be inspected monthly and serviced by a licensed concern annually. F Occupancy 52. FD Building Key Box. Building Access. A Fire Department Key Box shall be installed at the main entrance to the Building. Note these locations on the plans. The key box should be installed approximately 5 1/2 feet above grade. The box shall be sized to hold the master key to the facility as well as keys for rooms not accessible by the master key. Specialty keys, such as the fire alarm control box key and elevator control keys shall also be installed in the box. The key box door and necessary keys are to be provided to the fire inspector upon the final inspection. The inspector will then lock the keys into the box. F Occupancy 53. Means of Egress. Exit signs shall be visible and illuminated with emergency lighting when building is occupied. F Occupancy 54. Maximum Occupant Load. Posting of room capacity is required for any occupant load of 50 or more persons. Submittal of a seating plan on 8.5-inch x 11-inch paper is required prior to final occupancy. F Occupancy 55. Interior Finish. Wall and ceiling interior finish material shall meet the requirements of Chapter 8 of the California Fire Code. Interior finishes will be field verified upon final inspection. If the product is not field marked and the marking visible for inspection, maintain the products cut -sheets and packaging that show proof of F Occupancy Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 15 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C911 D1 FBA1AA the products flammability and flame -spread ratings. Decorative materials shall be fire retardant. 56. General Inspection. Upon inspection of the work for which this submittal was provided, a general inspection of the business and site will be conducted. F Occupancy 57. Addressing. Addressing shall be illuminated or in an illuminated area. The address characters shall be contrasting to their background. If address is placed on glass, the numbers shall be on the exterior of the glass and a contrasting background placed behind the numbers. Building Address. The building shall be provided with all addresses or the assigned address range so as to be clearly visible from either direction of travel on the street the address references. The address characters shall not be less than 5 inches in height by 1-inch stroke. Larger sizes may be necessary depending on the setbacks and visibility. Multi -Tenants. Where a building has multiple tenants, address shall also be provided near the main entrance door of each tenant space. The address shall be high enough on the building to be clearly visible from the driveway, street or parking area it faces even when vehicles are parked in front of the tenant space. The address shall not be less than 5-inches in height with a 1/2-inch stroke. Rear Doors. The address shall also be provided on any rear doors to the tenant space with minimum 5- inch-high characters. Entrance Posting. Where the addressing on the building will not be clearly visible from either direction of travel along the access road the address references. Address posting shall also be provided at the entrance to the property. The address size shall be 5-inches high and should be on a reflective background. F Occupancy of any building 58. Fire Safety During Construction and Demolition A. Clearance to combustibles from temporary heating devices shall be maintained. Devices shall be fixed in place and protected from damage, dislodgement or overturning in accordance with the manufacturer's instructions. B. Smoking shall be prohibited except in approved areas. Signs shall be posted "NO SMOKING" in a conspicuous location in each structure or location in which smoking is prohibited. F Ongoing during construction and demolition Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 16 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA C. Combustible debris, rubbish and waste material shall be removed from buildings at the end of each shift of work. D. Flammable and combustible liquid storage areas shall be maintained clear of combustible vegetation and waste materials. PUBLIC WORKS — GENERAL CONDITIONS 59. Conditions of Approval. Applicant/Developer shall comply with the City of Dublin Public Works Standard Conditions of Approval contained below ("Standard Condition") unless specifically modified by Project Specific Conditions of Approval below. PW On -going 60. Compliance. Applicant/Developer shall comply with the City of Dublin Zoning Ordinances, City of Dublin Title 7 Public Works Ordinance, which includes the Grading Ordinance, the City of Dublin Public Works Standards and Policies, the most current requirements of the State Code Title 24 and the Americans with Disabilities Act with regard to accessibility, and all building and fire codes and ordinances in effect at the time of building permit. All public improvements constructed by Applicant/Developer and to be dedicated to the City are hereby identified as "public works" under Labor Code Section 1771. Accordingly, Applicant/Developer, in constructing such improvements, shall comply with the Prevailing Wage Law (Labor Code § 1720 et seq.). PW On -going 61. Hold Harmless/Indemnification. Applicant/Developer shall defend, indemnify, and hold harmless the City of Dublin and its agents, officers, and employees from any claim, action, or proceeding against the City of Dublin or its advisory agency, appeal board, Planning Commission, City Council, Community Development Director, Zoning Administrator, or any other department, committee, or agency of the City to the extent such actions are brought within the time period required by Government Code Section 66499.37 or other applicable law: provided, however, that the Applicant/Developer's duty to so defend, indemnify, and hold harmless shall be submitted to the City promptly notifying or proceeding and the City's full cooperation in the defense of such actions or proceedings. PW On -going 62. Fees. Applicant/Developer shall pay all applicable fees in effect at the time of building permit issuance, including, but not limited to: Planning fees; Building fees; Dublin San Ramon Services District fees; Alameda County Flood Control and Water Conservation District fees. Various Depts Grading Permit or Building Permit Issuance 63. Zone 7 Impervious Surface Fees. Applicant/Developer shall complete a "Zone 7 Impervious Surface Fee Application" and submit an accompanying exhibit for PW Grading Permit or Building Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 17 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA review by the Public Works Department. Fees generated by this application will be due at issuance of Building Permit. Permit Issuance PUBLIC WORKS — AGREEMENTS 64. Stormwater Management Maintenance Agreement. Developer or Property Owner shall enter into an Agreement with the City of Dublin that guarantees the property owner's perpetual maintenance obligation for all stormwater management measures installed as part of the project, including those on -site and within the public Rights of Way. In addition to stormwater management measures, drainage v-ditches, mitigation areas, and existing wetlands shall be included for reference, as applicable. Said Agreement is required pursuant to Provision C.3 of the Municipal Regional Stormwater NPDES Permit, Order No. R2-2022-0018. Said permit requires the City to provide verification and assurance that all treatment devices will be properly operated and maintained. The Agreement shall be recorded against the property and shall run with the land. PW Grading Permit or Building Permit Issuance 65. Improvement Agreement. Applicant/Developer shall enter into an Improvement Agreement with the City for all public improvements including any required offsite storm drainage or roadway improvements that are needed to serve the development, as determined by the City Engineer. PW Grading Permit or Building Permit or Encroachment Permit Issuance PUBLIC WORKS — PERMITS AND BONDS 66. Encroachment Permit. Applicant/Developer shall obtain an Encroachment Permit from the Public Works Department for all construction activity within the public right-of-way. At the discretion of the City Engineer an encroachment permit for work specifically included in an Improvement Agreement may not be required. PW Permit Issuance 67. Grading Permit. Applicant/Developer shall obtain a Grading Permit from the Public Works Department for all grading. PW Permit Issuance 68. Security. Applicant/Developer shall provide faithful performance security to guarantee the improvements, as well as payment security, as determined by the City Engineer (Note: The performance security shall remain in effect until one year after final inspection). PW Permit Issuance 69. Permits from Other Agencies. Applicant/Developer shall obtain all permits and/or approvals required by other agencies including, but not limited to: Regional Water Quality Control Board Dublin San Ramon Services District (DSRSD) PW Permit Issuance PUBLIC WORKS — SUBMITTALS Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 18 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA 70. Improvement Plan Submittal Requirements. All submittals of plans shall comply with the requirements of the "City of Dublin Public Works Department Improvement Plan Submittal Requirements", the "City of Dublin Improvement Plan Review Check List," and current Public Works and industry standards. A complete submittal of improvement plans shall include all civil improvements, joint trench, street lighting and on - site safety lighting, landscape plans, and all associated documents as required. Applicant/Developer shall not piecemeal the submittal by submitting various components separately. PW Grading Permit Issuance 71. Improvement Plan Requirements from Other Agencies. Applicant/Developer will be responsible for submittals and reviews to obtain the approvals of all participating non -City agencies, including but not limited to: the Alameda County Fire Department and the Dublin San Ramon Services District. PW Grading Permit Issuance 72. Composite Exhibit. Construction plan set shall include a Composite Exhibit showing all site improvements, utilities, landscaping improvements and trees, etc. to be constructed to ensure that there are no conflicts among the proposed and existing improvements. PW Grading Permit Issuance 73. Geotechnical Report. Applicant/Developer shall submit a Design Level Geotechnical Report, which includes street pavement sections, grading and additional information and/or clarifications as determined by the City Engineer. PW Grading Permit Issuance 74. Ownership and Maintenance of Improvements. Applicant/Developer shall submit an Ownership and Maintenance Exhibit for review and approval by Planning Division and Public Works Department. Terms of maintenance are subject to review and approval by the City Engineer. PL, PW Grading Permit Issuance 75. Building Pads, Slopes and Walls. Applicant/Developer shall provide the Public Works Department with a letter from a registered civil engineer or surveyor stating that the building pads have been graded to within 0.1 feet of the grades shown on the approved Grading Plans, and that the top & toe of banks and retaining walls are at the locations shown on the approved Grading Plans. PW Acceptance of Improvements 76. Approved Plan Files. Applicant/Developer shall provide the Public Works Department a PDF format file of approved site plans, including grading, improvement, landscaping & irrigation, joint trench and lighting. PW Grading Permit Issuance 77. Master Files. Applicant/Developer shall provide the Public Works Department a digital vectorized file of the "master" files for the project, in a format acceptable to the City Engineer. Digital raster copies are not PW Acceptance of Improvements Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 19 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C911 D1 FBA1AA acceptable. The digital vectorized files shall be in AutoCAD 14 or higher drawing format. All objects and entities in layers shall be colored by layer and named in English. All submitted drawings shall use the Global Coordinate System of USA, California, NAD 83 California State Plane, Zone III, and U.S. foot. 78. Environmental Services Files. Applicant/Developer shall provide to the Public Works Department GIS shape files, provided in a format acceptable to the City, all MRP Provision C.3 stormwater features, trash capture devices, mitigation measures, wetlands, v-ditches and public waste containers. PW/ESD Acceptance of Improvements 79. SB 1383 Compliance Reporting. To comply with SB 1383, applicant shall provide to the Public Works Department records indicating where SB 1383 compliant mulch or compost was applied in the project, the source and type of product, quantity of each product, and invoices demonstrating procurement. PW/ESD Acceptance of Improvements / building occupancy PUBLIC WORKS — EASEMENTS AND ACCESS RIGHTS 80. Dedications. Applicant shall dedicate all rights -of -way and easement dedications required by these conditions or determined necessary by the City Engineer. PW Improvement Plan Approval 81. Public Service Easements. A Public Service Easement (PSE) shall be dedicated along the project's frontage to allow for the proper placement of public utility vaults, boxes, appurtenances or similar items behind the back- of -sidewalk. Private improvements such as fences, gates or trellises shall not be located within the PSE. PW Improvement Plan Approval 82. Emergency Vehicle Access Easements. Applicant/Developer shall dedicate Emergency Vehicle Access Easements (EVAE) over the clear pavement width of all drive aisles as required by the Alameda County Fire Department and City Engineer. PW Improvement Plan Approval 83. Abandonment of Easements. Applicant/Developer shall obtain abandonment from all applicable public agencies of existing easements and rights -of -way within the project site that will no longer be used. Prior to completion of abandonment, the improvement plans may be approved if the Applicant/Developer can demonstrate to the satisfaction of the City Engineer that the abandonment process has been initiated. PW Improvement Plan Approval 84. Acquisition of Easements. Applicant/Developer shall be responsible for obtaining all onsite and offsite easements, and/or obtain rights -of -entry from the adjacent property owners for any improvements not located on their property. The Applicant/Developer shall prepare all required documentation for dedication of all easements on -site and off -site. The easements and/or rights -of -entry shall be in writing and copies furnished to the Public Works Department. PW Improvement Plan Approval Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 20 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA 85. Approval by Others. Applicant/Developer will be Improvement responsible for submittals and reviews to obtain the approvals of all applicable non -City agencies. PW Plan Approval PUBLIC WORKS — GRADING 86. Grading Plan. The Grading Plan shall be in conformance with the recommendation of the Geotechnical Report, the approved Site Development Review, and the City design standards & ordinances. In case of conflict between the soil engineer's recommendation and the City ordinances, the City Engineer shall determine which shall apply. PW Grading Permit Issuance 87. Geotechnical Engineer Review and Approval. The Project Geotechnical Engineer shall be retained to review all final grading plans and specifications. The Project Geotechnical Engineer shall approve all grading plans prior to City approval. PW Grading Permit Issuance/ Sitework Permit 88. Grading Off -Haul. The disposal site and haul truck route for any off -haul dirt materials shall be subject to review and approval by the City Engineer prior to the issuance of a Grading Permit. If the Applicant/Developer does not own the parcel on which the proposed disposal site is located, the Applicant/Developer shall provide the City with a Letter of Consent signed by the current owner, approving the placement of off -haul material on their parcel. A Grading Plan may be required for the placement of the off -haul material. A Transportation Permit or Encroachment Permit may be required for the haul route, as determined by the City Engineer, which shall include a pre- and post -hauling survey of the pavement condition. Applicant/Developer shall be responsible for repairing damaged pavement due to hauling operations, as determined by the City Engineer. PW Grading Permit Issuance/ Sitework Permit 89. Erosion Control Plan. A detailed Erosion and Sediment Control Plan shall be included with the Grading Plan submittal. The plan shall include detailed design, location, and maintenance criteria of all erosion and sedimentation control measures. The plan shall also address site housekeeping best management practices. PW Grading Permit Issuance 90. Demolition Plan. Applicant/Developer's Civil Engineer shall prepare a demolition plan for the project, which shall be submitted concurrent with the improvement plan package. The demolition plan shall address the following: • Pavement demolition, including streetlights and landscaped median islands • Landscaping and irrigation • Fencing to be removed and fencing to remain PW Grading Permit Issuance Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 21 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA Any items to be saved in place and or protected, such as trees, water meters, sewer cleanouts, drainage inlets or backflow prevention devices. PUBLIC WORKS - STORM DRAINAGE & OTHER UTILITIES 91. On -Site Storm Drain System. Storm drainage for the 10-year storm event shall be collected on -site and conveyed through storm drains to the public storm drain system. Show the size and location of existing and proposed storm drains and catch basins on the site plan. Show the size and location of public storm drain lines and the points of connection for the on -site storm drain system. PW Grading Permit Issuance 92. Overland Release. Grading and drainage shall be designed so that surplus drainage (above and beyond that of the 10-year storm event) not collected in site catch basins, is directed overland so as not to cause flooding of existing or proposed buildings. PW Grading Permit Issuance 93. Storm Drain Easements. Private storm drain easements and maintenance roads shall be provided for all private storm drains or ditches that are located on private property. The Applicant/Developer shall be responsible for the acquisition of all storm drain easements from offsite property owners which are required for the connection and maintenance of all offsite storm drainage improvements. PW Grading Permit Issuance 94. Storm Drain Inlet Markers. All public and private storm drain inlets must be marked with storm drain markers that read: "No dumping, drains to creek," and a note shall be shown on the improvement plans. The markers may be purchased from the Public Works Department. PW Acceptance of Improvements 95. Fire Hydrants. Fire hydrant locations shall be approved by the Alameda County Fire Department. A raised reflector blue traffic marker shall be installed in the street opposite each hydrant, and shown on the signing & striping plan. PW Acceptance of Improvements 96. Dry Utilities. Applicant/Developer shall construct gas, electric, telephone, cable TV, and communication improvements within the fronting streets and as necessary to serve the project and the future adjacent parcels as approved by the City Engineer and the various Public Utility agencies. PW Certificate of Occupancy or Acceptance of Improvements 97. Dry Utility Locations. All electric, telephone, cable TV, and communications utilities, shall be placed underground in accordance with the City policies and ordinances. All utilities shall be located and provided within public utility easements or public services easements and sized to meet utility company standards. PW Certificate of Occupancy or Acceptance of Improvements 98. Utility Vaults and Boxes. All utility vaults, boxes, and structures, unless specifically approved otherwise by the PW Certificate of Occupancy or Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 22 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA City Engineer, shall be underground and placed in landscaped areas and screened from public view. Landscape drawings shall be submitted to the City showing the location of all utility vaults, boxes, and structures and adjacent landscape features and plantings. The Joint Trench Plans shall be submitted along with the grading and/or improvement plans. Acceptance of Improvements PUBLIC WORKS- STREET IMPROVEMENTS 99. Public Improvements. The public improvements shall be constructed generally as shown on the Site Development Review. However, the approval of the Site Development Review is not an approval of the specific design of the drainage, traffic circulation, parking, stormwater treatment, sidewalks and street improvements. PW Grading Permit or Encroachment Permit Issuance 100. Public Improvement Conformance. All public improvements shall conform to the City of Dublin Standard Plans, current practices, and design requirements and as approved by the City Engineer. PW Grading Permit or Encroachment Permit Issuance 101. Pavement Structural Sections. Asphalt concrete pavement sections within the public right-of-way shall be designed using the Caltrans method for flexible pavement design (including the asphalt factor of safety), an assumed R-Value of 5. Final pavement sections shall be based on the actual R-Value obtained from pavement subgrade. PW Grading Permit or Encroachment Permit Issuance 102. Decorative Pavement. Any decorative pavers/paving installed within City right-of-way shall be done to the satisfaction of the City Engineer. Where decorative paving is installed at signalized intersections, pre- formed traffic signal loops shall be put under the decorative pavement. Decorative pavements shall not interfere with the placement of traffic control devices, including pavement markings. All turn lane stripes, stop bars and crosswalks shall be delineated with concrete bands or colored pavers to the satisfaction of the City Engineer. Maintenance costs of decorative paving installed within the public right-of-way along the project frontage shall be the responsibility of the Applicant/Developer or future property owner. PW Grading Permit or Encroachment Permit Issuance 103. Curb, Gutter & Sidewalk. Applicant/Developer shall remove and replace damaged, hazardous, or nonstandard curb, gutter and sidewalk along the project frontage. Contact the Public Works Department to mark the existing curb, gutter and sidewalk that will need to be removed and replaced. PW Grading Permit or Encroachment Permit Issuance 104. Curb Ramps. City standard curb ramps are required at all intersections. All curb ramps shall include truncated domes and meet the most current City and ADA design PW Grading Permit or Encroachment Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 23 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA standards. Curb ramp locations shall be shown on the plans. Permit Issuance 105. Visibility Triangle. All improvements within the sight visibility triangle at all intersections, including but not limited to walls and landscaping, shall be a maximum height of 30" from the roadway surface elevation at the nearest lane. PW Grading Permit or Encroachment Permit Issuance 106. Traffic Signing and Striping. Applicant/Developer shall install all traffic signage, striping, and pavement markings as required by the City Engineer. Signing plans shall show street name and stop signs and any other regulatory signage appropriate for the project. Striping plans shall show stop bars, lane lines and channelization as necessary. Striping plans shall distinguish between existing striping to be removed and new striping to be installed. All striping shall be thermoplastic. PW Grading Permit or Encroachment Permit Issuance 107. Street Lighting. Street light standards and luminaries shall be designed and installed or relocated as determined by the City Engineer. PW Grading Permit or Encroachment Permit Issuance PUBLIC WORKS - CONSTRUCTION 108. Erosion Control Implementation. The Erosion and Sediment Control Plan shall be implemented between October 1st and April 30th unless otherwise allowed in writing by the City Engineer. The Applicant/Developer will be responsible for maintaining erosion and sediment control measures for one year following the City's acceptance of the improvements. PW Start of Construction and On -going 109. Archaeological Finds. If archaeological materials are encountered during construction, construction within 100 ft of these materials shall be halted until a professional Archaeologist certified by the Society of California Archaeology (SCA) or the Society of Professional Archaeology (SOPA) has had an opportunity to evaluate the significance of the find and suggest appropriate mitigation measures. PW Start of Construction and On -going 110. Construction Activities. Construction activities, including the idling, maintenance, and warming up of equipment, shall be limited to Monday through Friday, and non -City holidays, between the hours of 7:30 a.m. and 6:00 p.m. except as otherwise approved by the City Engineer. Extended hours or Saturday work will be considered by the City Engineer on a case -by -case basis. Note that the construction hours of operation within the public right-of-way are more restrictive. PW Start of Construction and On -going 111. Temporary Fencing. Temporary construction fencing shall be installed along the construction work perimeter to separate the construction area from the public. All PW Start of Construction and On -going Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 24 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA construction activities shall be confined within the fenced area. Construction materials and/or equipment shall not be operated/stored outside of the fenced area or within the public right-of-way unless approved in advance by the City Engineer. 112. Construction Noise Management Plan. Applicant/Developer shall prepare a construction noise management plan that identifies measures to minimize construction noise on surrounding developed properties. The plan shall include hours of construction operation, use of mufflers on construction equipment, speed limit for construction traffic, haul routes and identify a noise monitor. Specific noise management measures shall be provided prior to project construction. PW Start of Construction Implementatio n, and On - going as needed 113. Traffic Control Plan. Closing of any existing pedestrian pathway and/or sidewalk during construction shall be implemented through a City -approved Traffic Control Plan and shall be done with the goal of minimizing the impact on pedestrian circulation. PW Start of Construction and On -going as needed 114. Construction Traffic Interface Plan. Applicant/Developer shall prepare a plan for construction traffic interface with public traffic on any existing public street. Construction traffic and parking may be subject to specific requirements by the City Engineer. Lane Closures on Dublin Boulevard are only permitted between 9:00 a.m. — 3:30 p.m. PW Start of Construction; Implementatio n, and On - going as needed 115. Pest Control. Applicant/Developer shall be responsible for controlling any rodent, mosquito, or other pest problem due to construction activities. PW On -going 116. Dust Control Measures. Applicant/Developer shall be responsible for watering or other dust -palliative measures to control dust as conditions warrant or as directed by the City Engineer. PW Start of Construction; Implementatio n On -going as needed 117. Dust Control/Street Sweeping. Applicant/Developer shall provide adequate dust control measures at all times during the grading and hauling operations. All trucks hauling export and import materials shall be provided with tarp cover at all times. Spillage of haul materials and mud -tracking on the haul routes shall be prevented at all times. The Applicant/Developer shall be responsible for sweeping of streets within, surrounding and adjacent to the project, as well as along the haul route, if it is determined that the tracking or accumulation of material on the streets is due to its construction activities. PW During Grading and Site Work 118. Construction Traffic and Parking. All construction- related parking shall be off-street in an area provided by the Applicant/Developer. Construction traffic and PW Start of Construction and On -going Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 25 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C911 D1 FBA1AA parking shall be provided in a manner approved by the City Engineer. PUBLIC WORKS — EROSION CONTROL & STORMWATER QUALITY 119. Stormwater Treatment. Consistent with Provision C.3 of the Municipal Regional Stormwater NPDES Permit (MRP) Order No. R2-2022-0018, the Applicant/Developer shall submit documentation including construction drawings demonstrating all stormwater treatment measures and hydromodification requirements as applicable are met. PW/ESD Grading Permit Issuance 120. Stormwater Source Control. All applicable structural and operational stormwater source controls shall be implemented. PW/ESD Grading/Sitew ork Permit Issuance 121. Maintenance Access. Applicant shall design and construct maintenance access to all stormwater management measures and mitigation swales, as appropriate. Maintenance access for equipment and personnel to overflow risers, cleanouts and other structures is required. The final number, location, width, and surfacing of maintenance access points from public or private streets is subject to the approval of the City Engineer. PW/ESD Grading Permit Issuance 122. Green Stormwater Infrastructure. The Applicant/Developer shall incorporate Green Infrastructure facilities within the public rights -of -way of newly constructed or widened streets, subject to the review of the Public Works Department. Green Stormwater Infrastructure facilities include, but are not limited to: infiltration basins, bioretention facilities, pervious pavements, etc. PW/ESD Grading Permit or Encroachment Permit Issuance 123. NOI and SWPPP. Prior to any clearing or grading, Applicant/Developer shall provide the City evidence that a Notice of Intent (NOI) has been sent to the California State Water Resources Control Board per the requirements of the NPDES. A copy of the Storm Water Pollution Prevention Plan (SWPPP) shall be provided to the Public Works Department and be kept at the construction site. PW Start of Any Construction Activities 124. SWPPP. The Storm Water Pollution Prevention Plan (SWPPP) shall identify the Best Management Practices (BMPs) appropriate to the project construction activities. The SWPPP shall include the erosion and sediment control measures in accordance with the regulations outlined in the most current version of the Association of Bay Area Governments (ABAG) Erosion and Sediment Control Handbook or State Construction Best Management Practices Handbook. The Applicant/Developer is responsible for ensuring that all contractors implement all storm water pollution prevention measures in the SWPPP. PW SWPPP to be Prepared Prior to Grading Permit Issuance; Implementatio n Prior to Start of Construction and On -going as needed Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 26 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA 125. Stormwater Management Plan. A final Stormwater Management Plan shall be submitted for review and approval by the City Engineer. Approval is subject to the Applicant/Developer providing the necessary plans, details, and calculations that demonstrate the plan complies with the standards issued by the San Francisco Bay Regional Water Quality Control Board and Alameda Countywide Clean Water Program. Landscape Based Stormwater Management Measures shall be irrigated, be on a separate irrigation controller from traditional landscape, and meet WELO requirements. PW/ESD Building Permit Issuance and Grading Permit Issuance 126. SB 1383 Compliance. To comply with SB 1383 procurement requirements, all mulch and compost used in stormwater management measures and general landscape areas shall meet SB 1383 procurement requirements. Specifically, compost must be produced at a permitted composting facility; digestate, biosolids, manure and mulch do not qualify as compost. Eligible mulch must be derived from organic materials and be produced at a permitted transfer station, landfill, or composting facility. Examples of allowed compost include arbor mulch and composted mulch. PW/ESD Building Permit Issuance and Grading Permit Issuance. 127. Trash Capture. The project must include appropriate full trash capture devices for both private and public improvements. Specific details on the trash capture devices selected are required on the construction plan set demonstrating how MRP Provision C.10 (trash capture) requirements are met. A list of approved full trash capture devices may be found at the California Stormwater Quality Association website at the following link: https://www.casqa.org/resources/trash/certified- full -capture -system -trash -treatment -control -devices. Please note that lead time for trash capture device delivery can be substantial. The applicant/contractor shall plan accordingly. PW Building Permit Issuance and Grading Permit Issuance 128. Phased Construction and Stormwater Management Measures. Required stormwater treatment, hydromodification management, and trash capture devices shall be installed concurrent with construction of the first phase of improvements. Temporary facilities are not permitted. PW/ESD Building Permit Issuance and Grading Permit Issuance PUBLIC WORKS — ON -SITE IMPROVEMENTS 129. Drive Aisle Width. The parking lot aisles shall be a minimum of 24 feet wide to allow for adequate onsite vehicle circulation for cars, trucks, and emergency vehicles. PW Grading Permit Issuance 130. Vehicle Parking. All on -site vehicle parking spaces shall conform to the following: PW Grading Permit Issuance Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 27 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA a. All parking spaces shall be double striped using four - inch white lines set two feet apart in accordance with City Standards and DMC 8.76.070.A.17. b. Twelve -inch -wide concrete step -out curbs shall be constructed at each parking space where one or both sides abut a landscaped area or planter. c. Where wheel stops are shown, individual six-foot long wheel stops shall be provided within each parking space in accordance with City Standards. d. A minimum two -foot radius shall be provided at curb returns and curb intersections where applicable. e. Parking stalls next to walls, fences and obstructions to vehicle door opening shall be an additional 4' in width per DMC Section 8.76.070.A.16. f. Landscaped strips adjacent to parking stalls shall be unobstructed in order to allow for a minimum two -foot vehicular overhang at front of vehicles. 131. Traffic Management Plan. The applicant shall make necessary modification to the parking area or develop and implement an on -site traffic management plan to address any potential concerns that may be identified by site circulation review of the site for delivery vans and trucks. If an on -site traffic management plan is developed, it should be pre- approved by Public Works department. PW Building Permit Issuance and Grading Permit Issuance 132. Onsite Signing and Striping Plan. A Traffic Signing and Striping Plan showing all proposed signing and striping within on -site parking lots and drive aisles, shall be submitted for review and approval by the City Engineer. PW Grading Permit or Encroachment Permit Issuance 133. Photometrics. The Applicant/Developer shall provide a complete photometrics plan for both onsite and frontage roadways. Include the complete data on photometrics, including the High, Average and Minimum values for illuminance and uniformity ratio. PW Grading Permit or Encroachment Permit Issuance 134. Project signs. All proposed project monument signs shall be placed on private property. Signs should be located outside of any easement areas unless specifically approved by the City Engineer. Any signage allowed to be located in an easement is subject to removal and replacement at the expense of the Developer/property owner if required by the easement holder. PW Grading Permit Issuance 135. Solid Waste Requirements. The Project must comply with all requirements in Dublin Municipal Code Chapter 7.98, including the following requirements: Install trash, recycling and organics collection containers at the entrance and exit of the property. PW/ESD Building Permit or Site Work Permit Issuance Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 28 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA 136. Cigarette Butt Collection. Install and appropriately site cigarette butt collection containers for employee and public use. PW/ESD Building Permit or Site Work Permit Issuance 137. Garbage Truck Access. The applicant shall provide plans and details on anticipated garbage truck access and routes, in addition to example set -out diagrams for waste carts/bins placement on garbage day demonstrating adequate space available for carts/bins. Carts and bins shall not block street or driveway access. PW/ESD Building Permit or Site Work Permit Issuance PUBLIC WORKS - SPECIAL CONDITIONS 138. Corrective Grading Plan. The Geotechnical Report identifies areas of undocumented fill which shall be removed and replaced with engineered fill. The Applicant shall provide corrective grading plans for removal and replacement of soil. The Public Works Department may issue a separate grading permit for this work. PW Grading Permit Issuance 139. Access Easement. The Applicant shall dedicate an access easement from the public right-of-way at Dublin Boulevard to the existing City maintained storm drain line located near the south side of the property, to allow the City maintenance access through the project site to the storm drain line. PW Improvement Plan Approval 140. Public Sidewalk Easement. The Applicant shall dedicate a public sidewalk easement behind the public right-of-way at Dublin Boulevard where the proposed public sidewalk extends outside the right-of-way and onto private property. PW Improvement Plan Approval 141. Easement Vacation. An existing easement is located within the parcel that will be in conflict with the location of the proposed building. The project shall provide documentation to the City as needed for the existing easement to be vacated. Vacation of the easement will be required through the City Council process. PW Building Permit Issuance 142. Parking Lot Slopes. Slopes shall not exceed five percent in parking lot areas. PW Improvement Plan Approval 143. Adjacent Properties. The Applicant is responsible to obtain written authorization from adjacent property owners for any access needed through adjacent properties, and any grading and improvements on adjacent properties. A copy of written authorizations shall be submitted to the Public Works Department prior to start of any work. PW Grading Permit or Building Permit Issuance 144. Traffic Study. The Applicant shall comply with the findings and recommendations of the traffic study, including but not limited to maintaining the landscaping to provide the minimum sight distance for vehicles exiting the project site and providing signage instructing PW Improvement Plan Approval Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 29 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C911 D1 FBA1AA drivers of trucks and other large vehicles that access into the project site is prohibited from the eastern driveway. 145. Public Sidewalk. The project shall provide a 10-foot- wide sidewalk separated from the curb by a five-foot landscape/amenities strip per Dublin Village Historic Area Specific Plan along the project frontage at Dublin Boulevard, between the two driveways serving the site. PW Improvement Plan Approval 146. Bicycle Lane at Dublin Boulevard. The Applicant shall provide a six -foot -wide bicycle lane with a two -foot -wide buffer at Dublin Boulevard along the project frontage. PW Improvement Plan Approval 147. Bicycle Parking. The Applicant shall provide 12 short- term bicycle parking spaces and 12 long-term bicycle parking spaces onsite. PW Building Permit Issuance and Grading Permit Issuance 148. Landscape Features within Public Right -of -Way. The Property Owner shall enter into an "Agreement for Long Term Encroachment for Landscape Features" with the City to require the Property Owner to maintain the sidewalk, landscape, irrigation and any decorative features within public right-of-way along the project frontage, including but not limited to any decorative pavements, stormwater treatments and trash capture devices. The Agreement shall identify the ownership of the special features and maintenance responsibilities. The Property Owner will be responsible for maintaining the surface of all decorative pavements including restoration required as the result of utility repairs. PW Grading Permit or Encroachment Permit Issuance 149. Stormwater Management Report. Provide a Stormwater Management Report including narrative of existing and proposed conditions, explaining how stormwater treatment, hydromodification and trash capture requirements are being met. The report shall also include exhibits, plans and sizing calculations. PW/ESD Building Permit Issuance and Grading Permit Issuance 150. Bubble -Up Structures. Bubble -ups are discouraged. If bubble -ups are needed, they shall be placed outside of the bioretention area (e.g. adjacent to the stormwater treatment facility, not in the treatment soil). PW/ESD Approval of Improvement Plans 151. Irrigation at Stormwater Treatment Areas. Stormwater treatment areas are required to be irrigated, be on a separate irrigation controller from the traditional landscape and meet WELO requirements. PW/ESD Approval of Improvement and Landscape Plans 152. ReScape California Landscape Design. All publicly owned landscape (e.g. parks, right of way, etc.) shall be designed and rated to meet ReScape standards. The applicant is encouraged to design all other landscape areas according to ReScape Landscape standards. PW/ESD Building Permit Issuance and Grading Permit Issuance Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 30 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA 153. Street Restoration. A pavement treatment, such as slurry seal or grind and overlay, will be required within the public streets fronting the site as determined by the Public Works Department. The type and limits of the pavement treatment shall be determined by the City Engineer based upon the number and proximity of trench cuts, extent of frontage and median improvements, extent of pavement striping and restriping, excessive wear and tear/damage due to construction traffic, etc. PW Certificate of Occupancy or Acceptance of Improvements 154. Overhead Utilities. Existing overhead utilities shall be placed underground as generally shown on the approved Site Development Plans. All new utilities shall be placed underground. PW Grading Permit or Encroachment Permit Issuance 155. Hydromodification Management Standards. This project is subject to hydromodification management measures. The Applicant/Developer shall review the Bay Area Hydrology Model (BAHM) Review Worksheet for all projects that must meet Hydromodification Management Standards. The worksheet is available on the City's website at the following webpage: http://dublin.ca.gov/1656/ PW Grading Permit or Encroachment Permit Issuance 156. Waste Enclosure. The waste enclosure shall meet all of the requirements set forth within the Dublin Municipal Code Section 7.98, including but not limited to providing sewer and water hook-ups. The improvement plans and/or building permit plans shall show additional information demonstrating these requirements are met. A standard plan for the waste enclosure can be downloaded at https://dublin.ca.gov/341/Standard- PW/ESD Building Permit Issuance and Grading Permit Issuance Plans in the "Stormwater Measures" section. A pedestrian accessible path of travel shall be provided for employees from the building to the waste enclosure in conformance with current accessibility requirements. 157. PCBs Demolition Ordinance. The applicant shall provide all screening and testing forms required to comply with Chapter 7.29 of the Dublin Municipal Code, Management of Polychlorinated Biphenyls during the Building Demolition Process. Forms and additional resources may be found at https://dublin.ca.gov/2113/PCBs-Building-Demolition- PW/ESD Prior to issuance of Demolition Permit Ordinance. 158. Mitigation Measures. The applicant shall provide to the Planning Division and the Public Works Department a copy of the mitigation measures maintenance manual and schedule for reference, including maintenance procedures and protocols to follow after mitigation reporting is complete. PW/ESD Acceptance of Improvements Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 31 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C911 D1 FBA1AA 159. Fair Share Contribution. The Applicant shall pay a fair share contribution in the amount of $210,000 towards the construction of a 12-foot-wide Class I trail and a five- foot -wide buffer from the roadway on the north side of Dublin Boulevard between Silvergate Drive and Hansen Drive along the project frontage. PW Building Permit Issuance 160. Traffic Signal Modification. The Applicant shall coordinate with the City for traffic signal modifications including signal pole upgrades at the northeast and southwest corners, ADA compliant pedestrian push buttons, pedestrian countdown signal heads, appropriate vehicle signal heads to provide north -south split phasing, two Iteris vehicle detection cameras for Dublin Boulevard approaches, and project entry driveway conductor loops at the intersection of Dublin Boulevard and Hansen Drive, as generally shown on the approved SDR plans, to the satisfaction of the City Traffic Engineer. PW Improvement Plan Approval DUBLIN SAN RAMON SERVICES DISTRICT 161. Regulations that apply to development projects. The regulations that apply to development projects are codified in: the Dublin San Ramon Services District Code; the DSRSD "Standard Procedures, Specifications and Drawings for Design and Installation of Water and Wastewater Facilities" as amended from time to time; all applicable DSRSD Master Plans and all DSRSD policies. Prior to issuance of any building permit, complete improvement plans shall be submitted to DSRSD that conform to the pertinent documents. DSRSD Building Permit Issuance 162. Fees. Planning and review fees, inspection fees, and fees associated with a wastewater discharge permit shall be paid to DSRSD in accordance with the rates and schedules and at time of payment as established in the DSRSD Code. Planning and review fees are due after the 1st submittal of plans. Construction Permit and Inspection Fees are due prior to the issuance of a Construction Permit. Capacity Reserve Fees are due before the water meter can be set or the connection to the sewer system. DSRSD Permit Submittal and Construction Permit Issuance 163. District Review and Acceptance. Prior to issuance of any building permit by the City; or any Building Permit or Construction Permit by the Dublin San Ramon Services District, all improvement plans for DSRSD facilities shall be signed by the District Engineer. Each drawing of improvement plans for DSRSD facilities shall contain a signature block for the District Engineer indicating approval of the sanitary sewer and/or water facilities shown. Prior to approval by the District Engineer, the applicant shall pay all required DSRSD fees, and provide an engineer's estimate of construction costs for the DSRSD Building Permit Issuance or Construction Permit Issuance Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 32 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA sewer and water systems, a faithful performance bond, and a comprehensive general liability insurance policy in the amounts and forms that are acceptable to DSRSD. The applicant shall allow at least 15 working days for final improvement drawing review by DSRSD before sjgnature by the District Engineer. 164. Easements. All easement dedications for DSRSD facilities shall be by separate instrument irrevocably offered to DSRSD or by offer of dedication on the Final Map. Prior to approval by the City for Recordation, the Final Map shall be submitted to and approved by DSRSD for easement locations, widths, and restrictions. DSRSD Building Permit Issuance or Construction Permit Issuance 165. Installation in Main Thoroughfares. Where the narrow width of a proposed alley or cul-de-sac is so restrictive that the standard separation requirements for water mains and sewer mains cannot be maintained, the water and sewer mains shall be installed within main thoroughfares, outside of alleyways or cul-de-sacs. Water and sewer mains may not be installed within courtyards. Water meters shall be installed around the outer perimeter of buildings. Installation of water lines from the meter to each unit shall be documented and submitted to the District. DSRSD Building Permit Issuance or Construction Permit Issuance 166. Provide Sufficient Capacity. All mains shall be sized to provide sufficient capacity to accommodate future flow demands in addition to each development project's demand. Layout and sizing of mains shall be in conformance with DSRSD utility master planning. DSRSD Approval of Improvement Plans 167. Submission of Proposed Easements. Prior to approval by the City of a grading permit or a site development permit, the locations and widths of all proposed easement dedications for water and sewer lines shall be submitted to and approved by DSRSD. DSRSD Grading Permit Issuance 168. Locate facilities in public streets. Water and sewer mains shall be located in public streets rather than in off- street locations to the fullest extent possible. If unavoidable, then sewer or water easements must be established over the alignment of each sewer or water main in an off-street or private street location to provide access for future maintenance and/or replacement. DSRSD Approval of Improvement Plans 169. Looped or Interconnect Pipelines. Domestic and fire protection waterline systems for Tracts or Commercial Developments shall be designed to be looped or interconnected to avoid dead end sections in accordance with requirements of the DSRSD Standard Specifications and sound engineering practice. DSRSD Approval of Improvement Plans 170. Sewers to operate by gravity flow. Sewers shall be designed to operate by gravity flow to DSRSD's existing sanitary sewer system. Pumping of sewage is discouraged and may only be allowed under extreme DSRSD Approval of Improvement Plans Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 33 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA circumstances following a case by case review with DSRSD staff. Any pumping station will require specific review and approval by DSRSD of preliminary design reports, design criteria, and final plans and specifications. The DSRSD reserves the right to require payment of present worth 30-year operations and maintenance costs as well as other conditions within a separate agreement with the applicant for any project that requires a pumping station. 171. Water and/or Sewer Capacity Demands. This project will be analyzed by DSRSD to determine if it represents additional water and/or sewer capacity demands on the District. Applicant will be required to pay all incremental capacity reserve fees for water and sewer services as required by the project demands. All capacity reserve fees must be paid prior to installation of a water meter for water. If a water meter is not required, the capacity reserve fee shall be paid prior to issuance of a building permit. The District may not approve the building permit until capacity reserve fees are paid. DSRSD Building Permit Issuance or Construction Permit Issuance 172. Obtain Permit to Construct. No sewer line or waterline construction shall be permitted unless the proper utility construction permit has been issued by DSRSD. A construction permit will only be issued after all of the items in Condition No. 2 have been satisfied. DSRSD Building Permit Issuance or Construction Permit Issuance 173. Backflow Prevention Devices/Double Detector Check Valves. Above ground backflow prevention devices/double detector check valves shall be installed on fire protection systems connected to the DSRSD water main. The applicant shall collaborate with the Fire Department and with DSRSD to size and configure its fire system. DSRSD Approval of Improvement Plans 174. Recycled Water Improvements. Improvement plans shall include recycled water improvements as required by DSRSD. Services for landscape irrigation shall connect to recycled water mains. Applicant must obtain a copy of the DSRSD Recycled Water Use Guidelines and conform to the requirements therein. Availability of Recycled Water to be determined by District. DSRSD Approval of Improvement Plans 175. General Condition. Fire hydrants shall not be located behind a backflow prevention device and shall be connected directly to a DSRSD water main. DSRSD Approval of Improvement Plans 176. Trash Enclosures. If trash enclosures are required to drain to the sanitary sewer system, grease interceptors shall be connected downstream of the drain and installed near the trash enclosure area. The trash enclosure shall be roofed and graded to minimize rainwater or stormwater from entering the drain within the trash enclosure. DSRSD Building Permit Issuance or Construction Permit Issuance Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 34 of 35 Docusign Envelope ID: 2D3AB85C-5D8B-4DCD-BCO2-C91 1 D1 FBA1 AA PASSED, APPROVED AND ADOPTED this 17th day of September 2024, by the following vote: AYES: Councilmembers Hu, Josey, Qaadri, Thalblum and Mayor McCorriston NOES: ABSENT: ABSTAIN: ATTEST: �DocuSigned by: Mo1n9 City (Ier Fµ°"... a —Signed by: Iltd avristatA, Ub3E9L2(. D AO4b1... Mayor Reso. No. 106-24, Item 6.1, Adopted 09/17/2024 Page 35 of 35 TABULATION SITE AREA 383,598 s.f. 8.81 ac 12,000 s.f. 6,000 s.f. 29,500 s.f. 78,032 s.f. In s.f. In acres BUILDING AREA Office - 1st floor Office - 2nd floor Light Industrial Warehouse (Accessory to Light Industrial Use) TOTAL FAR 125,532 s.f. Maximum allowed Actual AUTO PARKING REQUIRED 0.33 0.33 30 stalls Office: 0-7.5k s.f. (1/ 250 s.f.) 7.5k s.f. - 40k s.f. (1/ 300 s.f.) Light Industrial : 1/400 s.f. Whse (Accessory to Light Industrial Use) : 1/1000 s.f. 35 stalls 74 stalls 78 stalls TOTAL EV AUTO REQUIRED 217 stalls 98 stalls [66] stalls [32] stalls {1} stalls {1} stalls (1} stalls 217 stalls 32 stalls 185 stalls 3 stalls 3 stalls 54 stalls 59 stalls 3 stalls 3 stalls 98 stalls [66] stalls {45} stalls {21} stalls [32] stalls {1} stalls {1} stalls (1} stalls EV Capable (45% of total parking) EV capable without EVSE (67%) EV capable with EVSE (33%) ADA EV Parking (9' x 20' + 5' Aisle) ADA EV Van Parking (12' x 20' + 5' Aisle) Ambulatory (10' x 20' + 2' O.H.) ACCESSIBLE PARKING REQUIRED Total Auto Provided EV Auto w ith EVSE Auto to use for ADA Calculation (Total Auto - EV Auto w / EVSE) ADA Parkng (9' x 20' + 5' Aisle) ADA Van Parking (12' x 20' + 5' Aisle) AUTO PARKING PROVIDED Standard (9' x 18' + 2' O.H.) Compact ( 8' x 15' + 2' O.H.) (Max. 35% of required auto parking) ADA Parkng (9' x 20' + 5' Aisle) ADA Van Parking (12' x 20' + 5' Aisle) EV Capable (45% of total parking) — EV capable without EVSE (67%) - Standard EV without EVSE ( 9' x 18' + 2' O.H.) - Compact EV without EVSE (8' x 10' + 2' O.H.) (Max. 35% of required EV: — EV capable with EVSE (33%) - ADA EV Parking (9' x 20' + 5' Aisle) -ADA EV Van Parking (12'x 20'+5'Aisle) - Ambulatory (10' x 20' + 2' O.H.) Total BICYCLE PARKING REQUIRED 217 stalls 11 stalls 11 stalls Long Term (mn. 5% of Auto Parking) Short Term (min. 5% of Auto Parking) Total BICYCLE PARKING PROVIDED 22 stalls 12 stalls 12 stalls Long Term (mn. 5% of Auto Parking) Short Term (min. 5% of Auto Parking) Total ZONING ORDINANCE FOR CITY 24 stalls Zoning Designation - Light Industrial Zoning (M-1) MAXIMUM BUILDING HEIGHT AL LOWED Height - 45' SETBACKS Bu id ing Front/ Street Side - 10' Side - 10' Rear - 20' AERIAL MAP j4 TYP. K14) A 242'-9" / TYP. TYP. // /4 ♦ / TY PO ENTIAL OFFICE UNIT A 33,605 - .F 167 4 DOCK DOORS ft o, DUBLIN 1'0 A A A \,CUC ft PROP LIB TYP�j (14). / A A A /\/\/\/ c c,vC C 13@8'=104 TYP. TYP. TYP. TYP. TYP. C16)(1 A) (18) (27) C 3 ) N( TO �� eNI - is � Iearxana� aoinnerve ORS I I I I p w POTENTIAL OFFI E BLVD 51'-6" DRIVEWAY TYP. (31) C�i C C CC C C 10@8 =80' UNIT C 29,955 S 4@9'=36'` K DOORS I I I I I I I I I I II II I 17@8'=136' 4@9'=36' V. V 6@9'=54' 12@8'=96' 15@9'=135' POTENTIAL OFFICE / /////// 5 DOCK D CCCCCCCCC y i/ pR 35' DRIVEWA E II II En )© in in OVERALL SITE PLAN A scale: 1" = 30'-0" 8@9'=72' SCALE: 1" = 30 —0" Attachment 9 CODE ANALYSIS : BUILDING OCCUPANCY: CONSTRUCTION TYPE: FIRE SPRINKLERS: ACTUAL ROOF HEIGHT: ALLOWABLE PARAPET HEIGHT: ACTUAL STORIES: ALLOWABLE STORIES: ACTUAL BUILDING AREA: ALLOWABLE AREA (BASIC): ACTUAL AREA INCREASED ALLOWABLE <60' AND B= S1= F1= B, F-1 & S-1 III — B YES (ESFR) < 40' 75'-0" 2 STORIES 2 STORIES 125,532 S.F. 76,000 S.F. 70,000 S.F. 48,000 S.F. UNLIMITED PER CBC 507.1 >40' 3 HOUR WALL WILL BE PROVIDED SMOKE AND HEAT VENTS ARE NOT REQUIRED FOR HIGH PILE COMBUSTIBLE STORAGE PER CFC TABLE 3206.2 FOOTNOTE H. SITE PLAN KEYNOTES HEAVY BROOM FINISH CONCRETE PAVEMENT. ASPHALT CONCRETE (AC) PAVING ACCESSIBLE PATH OF TRAVEL DRIVEWAY APRONS 5'-6"X5'-6"X4" THICK CONCRETE EXTERIOR LANDING PAD TYP. AT ALL EXTERIOR MAN DOORS TO LANDSCAPED AREAS. FINISH TO BE MEDIUM BROOM FINISH SLOPE TO BE 1/4" : 12" MAX. C6) C8) ) C10> 1A> (1B> 12 13 C14> 15 K16) 17 K18) K19) (20) 21 22 23 04) 25 K26) 27 TRASH, RECYCLING AND COMPOST CONTAINER. C28> C29> C30> 31 32 33 C34> APPROXIMATE LOCATION OF TRANSFORMER. 3 HOUR RATED WALLS. CONCRETE WALKWAY, MEDIUM BROOM FINISH. SEE "L" DRAWINGS. CONCRETE RAMP WITH CONCRETE GUARD WALL. SEE "C" BIKE RACK. ELECTRIC VEHICLE CHARGER. FUTURE ELECTRIC VEHICLE CHARGER. EXTERIOR METAL STEEL STAIR. 12' x 14' DRIVE—IN DOOR LANDSCAPE. CONC. FILLED GUARD POST 6" DIA. U.N.O. 48" PRE —CAST CONC. WHEEL STOP. TRUNCATED DOMES. ACCESSIBLE PARKING STALL SIGN. HARDSCAPE AT ENTRANCE. SEE "L" DRAWINGS. ACCESSIBLE ENTRY SIGN. PUMP ROOM. TRASH ENCLOSURE. ELECTRICAL ROOM. AMENTITY SEATING STORM TREATMENT SEE CIVIL DRAWINGS OFF—STREET LOADING SPACES 15' x 35' x 14' CLEARANCE. NOT USED 5' CLEAR BACKUP AREA SMOKING AREA, PROVIDE SIGN AND CIGARETTE RECEPTACLE. SEE SHEET DAB—A4.1 RETAINING WALL, EITHER TAN CMU BLOCK OR CONCRETE WALL PAINTED TAUPE, SEE COLOR 3 ON DAB—A3.1 MONUMENT SIGNAGE FENCE ARBOR H. SITE PLAN GENERAL NOTES DRAWINGS. CONCRETE PAVING. SEE "C" I DRWGS. FOR THICKNESS I STANDARD PARKING STALL 9' X 18' (WITH 2' OVERHANG) STANDARD PARKING STALL WITH EVCS (EV CHARGER INSTALLED) STANDARD PARKING STALL, EV CAPABLE ]LANDSCAPED AREA NON —ACCESSIBLE PATH COMPACT PARKING STALL 8' X 17' (15' WITH 2' OVERHANG) ACCESSIBLE PARKING STALL (9' X 18') + 8' W/ ® ACCESSIBLE AISLE BICYCLE PARKING LONG—TERM / SHORT—TERM Ei ACCESSIBLE PARKING (VAN) STALL (12' X 18') + 8' W/ ACCESSIBLE AISLE } PATH OF TRAVEL. MINIMUM WIDTH TO BE 4'. SLOPE NOT TO EXCEED 5% IN THE DIRECTION OF TRAVEL AND CROSS SLOPE NOT TO EXCEED 2%, SEE CIVIL FOR GRADING PLAN SITE PLAN GENERAL NOTES 1. THE SITE PLAN BASED ON THE SOILS REPORT PREPARED BY GEOTECHNICAL ENGINEER, DATE, PROJECT NUMBER # 2. IF SOILS ARE EXPANSIVE IN NATURE, USE STEEL REINFORCING FOR ALL SITE CONCRETE 3. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE WALL, FACE OF CONCRETE CURB OR GRID LINE U.N.O. 4. SEE "C" PLANS FOR ALL CONCRETE CURBS, GUTTERS AND SWALES 5. PROVIDE STRUCTURAL CALCULATION AND CONSTRUCTION ANCHORAGE DETAIL FOR TRANSFORMER PRIOR TO INSTALLATION. 6. SEE "C" DRAWINGS FOR POINT OF CONNECTIONS TO OFF —SITE UTILITIES. CONTRACTOR SHALL VERIFY ACTUAL UTILITY LOCATIONS. 7. PROVIDE POSITIVE DRAINAGE AWAY FROM BLDG. SEE "C" DRAWINGS. 8. CONTRACTOR TO REFER TO "C" DRAWINGS FOR ALL HORIZONTAL CONTROL DIMENSIONS. SITE PLANS ARE FOR GUIDANCE AND STARTING LAYOUT POINTS. 9. SEE "C"DRAWINGS FOR FINISH GRADE ELEVATIONS. 10. CONCRETE SIDEWALKS TO BE A MINIMUM OF 4" THICK W/ TOOLED JOINTS AT 6' O.C. EXPANSION/CONSTRUCTION JOINTS SHALL BE A MAXIMUM 12' EA. WAY W/ 1:20 MAX. SLOPE. EXPANSION JOINTS TO HAVE COMPRESSIVE EXPANSION FILLER MATERIAL OF 1/4". FINISH TO BE A MEDIUM BROOM FINISH 11. U.N.O. PROVIDE KNOX BOXES AT ALL OFFICE ENTRANCES. 12. PAINT CURBS AND PROVIDE SIGNS TO INFORM OF FIRE LANES AS REQUIRED BY FIRE DEPARTMENT. 13. ON —SITE FIRE MAIN, FIRE SPRINKLER, AND SPRINKLER MONITORING SYSTEM SHALL BE SUBMITTED SEPARATELY TO THE FIRE DEPARTMENT FOR REVIEW AND PERMITTING. 14. ALL VERTICAL MOUNTING POLES OF FENCING SHALL BE CAPPED. 15. LANDSCAPED AREAS SHALL BE DELINEATED WITH A MINIMUM SIX INCHES (6') HIGH CURB 16. ALL INTERIOR AND EXTERIOR WALK SURFACES TO BE NON —SLIP TYPE hpa, inc. 600 grand aye, suite 302 oakland, ca 94610 tel: 949.862.2113 email: hpa@hparchs.com Developer DUBLIN BOULEVARD OWNER, LP 19700 Vermont Ave. Suite 101 Torance, CA 90502 ■ Project: 11711 DUBLIN BLVD. DUBLIN, CA ■ Consultants: K&W Green Design ■ Title: OVERALL SITE PLAN Project Number: Drawn by: Date: Revision: 21657 JV 08/21 /2024 Sheet: DAB.A1.1 0 30' 60' TRUE 90' NORTH 17. PROVIDE DOUBLE STRIPES AT AUTO PARKING STALLS PER CITY OF DUBLIN STANDARDS. SEE DETAIL ON A1.2 i I / / A / / 9 9/ AEi4111411p /N H. B • R / / o, D IBM I I I I I I I I I I I I I I I I I I I I ft F L 1 N BLVD 51'-6" 1111111111111111111111 35' DRIVEWA _ z w 0 SITE PLAN GENERAL NOTES CONCRETE PAVING. SEE "C" I DRWGS. FOR THICKNESS I STANDARD PARKING STALL 9' X 18' (WITH 2' OVERHANG) STANDARD PARKING STALL WITH EVCS (EV CHARGER INSTALLED) STANDARD PARKING STALL, EV CAPABLE !LANDSCAPED AREA 1 NON —ACCESSIBLE PATH COMPACT PARKING STALL 8' X 17' (15' WITH 2' OVERHANG) ACCESSIBLE PARKING STALL (9' X 18') + 8' W/ ® ACCESSIBLE AISLE • ACCESSIBLE PARKING (VAN) STALL (12' X 18') + 8' W/ ACCESSIBLE AISLE hpa, inc. 600 grand aye, suite 302 oakland, ca 94610 tel: 949.862.2113 email: hpa@hparchs.com Developer DUBLIN BOULEVARD OWNER, LP 19700 Vermont Ave. Suite 101 Torance, CA 90502 ■ Project: 11711 DUBLIN BLVD. DUBLIN, CA ■ Consultants: K&W Green Design • Title: FIRE ACCESS ROUTE Project Number: Drawn by: Date: Revision: 21657 JV 08/21/2024 OVERALL SITE PLAN scale: 1" = 30'-0 SCALE: 1" = 30 —0" '0000�0000/ 30' 60' TRUE 90' NORTH Sheet: DAB•A1. iF Jk1NO ONTO VH0 A3 AHO1V1nswv TYP. TYP. A A \ / \ \ / \ 13@8'=104' (33) <8> � 1 A> <16><18> 27 A1NO ONIOHVHO A3 000000( 0000000 000000[ 0 0 0 0 0 0 0 J`1NO DNIJ21VH0 A] 0000000 00000 0[ 00 0 0 0 o. {!. 000 C nn (34) (33) <1B> 2 � TYP. TYP. <10> <24> AP, 7'-7" 13'-9" .000000 o. oovvv.. oo:. oo.-.•000.0 000000000000 111 �n ■ 0 0 0 0 0 0' 0 0 0 0 0 0 0 000000' 0 0 0 0 0 0 0 TYP. <31> ENLARGED SITE PLAN ENLARGED SITE PLAN scale: 1" = 10'-0" 4@9'=36' SCALE: 1" = 10'-0" 0 10' SCALE: 1" = 10'-0" 20' 1 0' 20' TRUE 30' NORTH TRUE 30' NORTH SITE PLAN KEYNOTES OHEAVY BROOM FINISH CONCRETE PAVEMENT. O2 ASPHALT CONCRETE (AC) PAVING O3 ACCESSIBLE PATH OF TRAVEL O4 DRIVEWAY APRONS O5 5'-6"X5'-6"X4" THICK CONCRETE EXTERIOR LANDING PAD TYP. AT ALL EXTERIOR MAN DOORS TO LANDSCAPED AREAS. FINISH TO BE MEDIUM BROOM FINISH SLOPE TO BE 1/4" : 12" MAX. / 6 \ APPROXIMATE LOCATION OF TRANSFORMER. O7 3 HOUR RATED WALLS. C8) CONCRETE WALKWAY, MEDIUM BROOM FINISH. SEE "L" DRAWINGS. C9) CONCRETE RAMP WITH CONCRETE GUARD WALL. SEE DRAWINGS. K10) BIKE RACK. 1A) ELECTRIC VEHICLE CHARGER. 1 B> FUTURE ELECTRIC VEHICLE CHARGER. 12 EXTERIOR METAL STEEL STAIR. 13 12' x 14' DRIVE—IN DOOR (14> LANDSCAPE. 15CONC. FILLED GUARD POST 6" DIA. U.N.O. 48" H. (16) PRE —CAST CONC. WHEEL STOP. 17 TRUNCATED DOMES. (18> ACCESSIBLE PARKING STALL SIGN. (19) HARDSCAPE AT ENTRANCE. SEE "L" DRAWINGS. (20) ACCESSIBLE ENTRY SIGN. 21 PUMP ROOM. 22 TRASH ENCLOSURE. 23 ELECTRICAL ROOM. (24) AMENTITY SEATING 25 STORM TREATMENT SEE CIVIL DRAWINGS (20OFF—STREETLOADING SPACES 15' x 35' x 14' CLEARANCE. 27 TRASH, RECYCLING AND COMPOST CONTAINER. (20NOT USED C29) 5' CLEAR BACKUP AREA (30 SMOKING AREA, PROVIDE SIGN AND CIGARETTE RECEPTACLE. SEE SHEET DAB—A4.1 0,RETAINING WALL, EITHER TAN CMU BLOCK OR CONCRETE WALL PAINTED TAUPE, SEE COLOR 3 ON DAB—A3.1 32 MONUMENT SIGNAGE 33 FENCE C34> ARBOR SITE PLAN GENERAL NOTES CONCRETE PAVING. SEE "C" I DRWGS. FOR THICKNESS I STANDARD PARKING STALL 9' X 18' (WITH 2' OVERHANG) STANDARD PARKING STALL WITH EVCS (EV CHARGER INSTALLED) STANDARD PARKING STALL, EV CAPABLE LANDSCAPED AREA NON —ACCESSIBLE PATH COMPACT PARKING STALL 8' X 17' (15' WITH 2' OVERHANG) ACCESSIBLE PARKING STALL (9' X 18') + 8' W/ ® ACCESSIBLE AISLE BICYCLE PARKING LONG—TERM / SHORT—TERM ® ACCESSIBLE PARKING (VAN) STALL (12' X 18') + 8' W/ ACCESSIBLE AISLE } PATH OF TRAVEL. MINIMUM WIDTH TO BE 4'. SLOPE NOT TO EXCEED 5% IN THE DIRECTION OF TRAVEL AND CROSS SLOPE NOT TO EXCEED 2%, SEE CIVIL FOR GRADING PLAN SITE PLAN GENERAL NOTES 1. THE SITE PLAN BASED ON THE SOILS REPORT PREPARED BY GEOTECHNICAL ENGINEER, DATE, PROJECT NUMBER # 2. IF SOILS ARE EXPANSIVE IN NATURE, USE STEEL REINFORCING FOR ALL SITE CONCRETE 3. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE WALL, FACE OF CONCRETE CURB OR GRID LINE U.N.O. 4. SEE "C" PLANS FOR ALL CONCRETE CURBS, GUTTERS AND SWALES 5. PROVIDE STRUCTURAL CALCULATION AND CONSTRUCTION ANCHORAGE DETAIL FOR TRANSFORMER PRIOR TO INSTALLATION. 6. SEE "C" DRAWINGS FOR POINT OF CONNECTIONS TO OFF —SITE UTILITIES. CONTRACTOR SHALL VERIFY ACTUAL UTILITY LOCATIONS. 7. PROVIDE POSITIVE DRAINAGE AWAY FROM BLDG. SEE "C" DRAWINGS. 8. CONTRACTOR TO REFER TO "C" DRAWINGS FOR ALL HORIZONTAL CONTROL DIMENSIONS. SITE PLANS ARE FOR GUIDANCE AND STARTING LAYOUT POINTS. 9. SEE "C" DRAWINGS FOR FINISH GRADE ELEVATIONS. 10. CONCRETE SIDEWALKS TO BE A MINIMUM OF 4" THICK W/ TOOLED JOINTS AT 6' O.C. EXPANSION/CONSTRUCTION JOINTS SHALL BE A MAXIMUM 12' EA. WAY W/ 1:20 MAX. SLOPE. EXPANSION JOINTS TO HAVE COMPRESSIVE EXPANSION FILLER MATERIAL OF 1/4". FINISH TO BE A MEDIUM BROOM FINISH 11. U.N.O. PROVIDE KNOX BOXES AT ALL OFFICE ENTRANCES. 12. PAINT CURBS AND PROVIDE SIGNS TO INFORM OF FIRE LANES AS REQUIRED BY FIRE DEPARTMENT. 13. ON —SITE FIRE MAIN, FIRE SPRINKLER, AND SPRINKLER MONITORING SYSTEM SHALL BE SUBMITTED SEPARATELY TO THE FIRE DEPARTMENT FOR REVIEW AND PERMITTING. 14. ALL VERTICAL MOUNTING POLES OF FENCING SHALL BE CAPPED. 15. LANDSCAPED AREAS SHALL BE DELINEATED WITH A MINIMUM SIX INCHES (6") HIGH CURB 16. ALL INTERIOR AND EXTERIOR WALK SURFACES TO BE NON —SLIP TYPE 17. PROVIDE DOUBLE STRIPES AT AUTO PARKING STALLS PER CITY OF DUBLIN STANDARDS. SEE DETAIL ON A1.2 hpa, inc. 600 grand aye, suite 302 oakland, ca 94610 tel: 949.862.2113 email: hpa@hparchs.com Developer DUBLIN BOULEVARD OWNER, LP 19700 Vermont Ave. Suite 101 Torance, CA 90502 ■ Project: 11711 DUBLIN BLVD. DUBLIN, CA ■ Consultants: K&W Green Design ■ Title: ENLARGED SITE PLAN Project Number: 21657 Drawn by: JV Date: 08/21/2024 Revision: Sheet: DABA1.2 542' 63' 43'-9 1/8" 8'-2 7 8" 52' 52' 52' 52' 52' 52' 52' 63' '-2' 6' i y 3' 21'-3" y 9'-9" i 6' i 6' 9'-9" i 25'-2" 3' 24' 6' TYP. TYP • 0) i TYP. K11) TYP. l 1) TYP. (3) TYP. (19) i i TYP. (3) TYP. (1) TYP. K11) TYP. (3> TYP. (19) TYI •3P1:—I_ — — p A TYP. I TYP. TYP. \� i / /// /// /// POTENTIAL I POTENTIAL POTENTIAL POTENTIAL J 3 OFFICE BOFFICE OFFICE OFFICE I 1 TYP. (1) Y� / //// / / / 1 I r ' V 1 / ///J / / /// / /// // // / // / -6 1/8" 2P �\ TAP. 'ID / — — — — 1 — TYP. / 1 : TYP. (6) 1 POTENTIAL TENANT POTENTIAL TENANT k TYP >, 18'-5 7/8" TYP. DEMISING LOCATIONS DEMISING LOCATIONS 1 C11> (1) I 232' . N I 0 -0- 1 1 1 0 0 I 0 232' ro\ 60' TYP. N I 1 1 1 ( 1) } TYP. 167' (2) 130' 130' TYP. U 115' TYP. TYP. 6 0 N 11 Zip 542' TYP. C11> 60' TYP. TYP. TYP. K18) 1 C1> 1) } 4 DOCK DOORS r l r l r l f l I I I I r I 5 l r l I I I DOCK r l I DOORS r l r l 1 5 DOCK r l r l I i DOORS r l r l r l I I r l r l I I 5 DOCK DOORS r l r I I I I I l "1 I I u - - 11--11 .— __ .� (10) TYP. (11) TYP / C7> TYP. C TYP. > C5> TYP. C9> TYP. (8)K6>0 / * TYP. TYP. K16) TYP. C5> TYP. (10) TYP. 0 (10) TYP. TYP. C5> TYP. 0) TYP. (13) TYP. (6/0 TYP. TYP. (16) TYP. ( TYP. 1) C5> TYP. K10) TYP. TYP. 28'-10" 3' 2'-6"3' O 63' .( 52' 52' 52' 52' 52' 52' 52' 52' 63' 542' OVERALL FLOOR PLAN 4' 8' 8' ' 4' 4' TYP. 4' 5' 52' -6" 6 4'-3" 3'-3" TYP. TYP. POTENTIAL OFFICE TYP. 20'-6" 6' 3'-3" 4'-3" i 11' TYP. I • • • • ■ ■ 20'-6" 4'-3" 3'-3" 6' i 6" 5'-6'' 4' 3' -3" 4' -3" TYP. POTENTIA TYP. (19) OFFICE ENLARGED FLOOR PLAN 4' 8' SCALE: 1/8" = 1 '-0" 8' 4' KEYNOTES - FLOOR PLAN 10 11 12 13 14 1s 1s 17 18 19 CONCRETE TILT -UP PANEL. STRUCTURAL STEEL COLUMN. TYPICAL STOREFRONT SYSTEM WITH GLAZING. SEE ENLARGED PLANS AND ELEVATIONS FOR SIZE, COLOR AND LOCATIONS. CONCRETE RAMP W/ 42" HIGH CONC TILT -UP GUARD WALL OR BUILDING WALL ON BOTH SIDES OF RAMP. 9' X 10' DOCK DOOR, SECTIONAL O.H., STANDARD GRADE. DESIGNED TO RESIST CITY REQUIRED WIND SPEED. EXTERIOR METAL STEEL STAIR. 5'-6'X5'-6"X4" THICK CONCRETE EXTERIOR LANDING PAD TYPICAL AT ALL EXTERIOR MAN DOORS TO LANDSCAPED AREA. FINISH TO BE MEDIUM BLOOM FINISH. SLOPE TO BE 1/4" : 12" MAX. 4'X8' METAL LOUVER. DOCK DOOR BUMPER. 12' X 14' DRIVE THRU. SECTIONAL O.H., STANDARD GRADE. DESIGNED TO RESIST CITY REQUIRED WIND SPEED. 3' X 7' HOLLOW METAL EXTERIOR MAN DOOR. DESIGNED TO RESIST CITY REQUIRED WIND SPEED. CONC. FILLED GUARD POST. 6" DIA. U.N.O.. 48"H. EXTERIOR DOWNSPOUT INTERIOR ROOF DRAIN INTERIOR ROOF DRAIN Z GUARD. INTERIOR BIKE RACK. ELECTRICAL ROOM. METAL CANOPY ABOVE. WITH OVERFLOW SCUPPER. & OVERFLOW SCUPPERS. WITH PIPED OVERFLOW. scale: 1" = 20'-0" EA) SCALE: 1" = 20 -0" aaaiiaiaaaaaaiaaaaaiiiii 0 D; 20' 40' GENERAL NOTES - FLOOR PLAN 60, TRUE NORTH 1. THIS BUILDING IS DESIGNED FOR HIGH PILE STORAGE WITH FIRE ACCESS MAN DOORS AT 125' +/-. A SEPARATE PERMIT WILL BE REQUIRED FOR ANY RACKING/CONVEYER SYSTEMS. INSURE HEAT AND SMOKE VENTS AS REQ'D COMPLY WITH TABLE 910.3 CBC 2. FIRE HOSE LOCATIONS SHALL BE APPROVED PER FIRE DEPARTMENT. 3. SEE "C" DRAWINGS FOR FINISH SURFACE ELEVATIONS. 4. WAREHOUSE INTERIOR CONCRETE WALLS ARE PAINTED WHITE. COLUMNS ARE TO RECEIVE PRIMER ONLY. ALL GYP. BD. WALLS IN WAREHOUSE TO RECEIVE 1 COAT OF WHITE TO COVER. 5. THE BUILDING FLOOR SLAB IS FLAT/SLOPED, SEE CIVIL. 6. SLOPE POUR STRIP 1/2" TO EXTERIOR AT ALL MANDOOR EXITS. SEE "S" DRAWINGS FOR POUR STRIP LOCATION. 7. PROVIDE 6" DIA. CONCRETE BOLLARD AT ALL FIRE RISER AND UNPROTECTED INTERIOR ROOF DRAIN. 8. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE PANEL WALL, GRIDLINE, OR FACE OF STUD U.N.O. 9. SEE CIVIL DRAWINGS FOR POINT OF CONNECTIONS TO OFF -SITE UTILITIES. CONTRACTOR TO VERIFY ACTUAL UTILITY LOCATIONS. PLUMBING/ELECTRICAL COORDINATION. 10. FOR DOOR TYPES AND SIZES, SEE DETAIL SHEET A5.1. NOTE: ALL DOORS PER DOOR SCHEDULE ARE FINISH OPENINGS. 11. CONTRACTOR TO PROTECT AND KEEP THE FLOOR SLAB CLEAN. ALL EQUIPMENT TO BE DIAPERED INCLUDING CARS AND TRUCKS. 12. ALL EXIT MAN DOORS IN WAREHOUSE TO HAVE ILLUMINATED EXIT SIGN HARDWARE. 13. HIGHLY FLAMMABLE AND COMBUSTIBLE MATERIAL SHALL NOT BE USED OR STORED IN THIS BUILDING. 14. PROVIDE FIRE EXTINGUISHERS AT LOCATIONS DETERMINED BY FIRE DEPARTMENT. 15. EACH EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT". THE MOUNTING HEIGHT FOR SUCH SIGNAGE SHALL BE 60" FROM FINISH FLOOR LEVEL TO THE CENTER OF THE SIGN. 16. AFFIX AN INTERNATIONAL ACCESSIBILITY SYMBOL ON ALL ACCESSIBLE ENTRANCES PER CBC 11B-216.6 17. ALL INTERIOR AND EXTERIOR WALKING SURFACES TO BE NON -SLIP TYPE hpa, inc. 600 grand aye, suite 302 oakland, ca 94610 tel: 949.862.2113 email: hpa@hparchs.com Developer DUBLIN BOULEVARD OWNER, LP 19700 Vermont Ave. Suite 101 Torance, CA 90502 ■ Project: 11711 DUBLIN BLVD. DUBLIN, CA ■ Consultants: K&W Green Design ■ Title: OVERALL FLOOR PLAN Project Number: Drawn by: Date: Revision: 21657 JV 08/21/2024 Sheet: DABA2. 1 scale: 1/8" = 1'-0" 0 8' 1 6' TRUE 24' NORTH N N N Ln ♦ .60 CO CD ♦ ♦ 63' 43' —9" 52' 52' 542' 52' 52' 52' 52' 52' 43' 20' 35' x 32' x 32' TYP. x x /\ x 32' x x 32' >< x x m 32' x x >< 32' x x /\ x O N) 32 O N -JI x >< 32' 32' x 32' 32' x FT.MIN. TO DRAIN w CL CL J N a 0 J N x 32' TYP. 32' RI GE LINE 32' TYP x x 32' i 27' . kg ROOF PLAN KEYNOTES CONCRETE PARAPET, SEE "S" DRAWINGS FOR THICKNESS. NOT USED. TPO 60 MIL SINGLE PLY ROOFING (MECHANICALLY FASTENED) OVER 1/4" SECUROCK (MECHANICALLY FASTENED) OVER ROOF SHEATHING OVER ROOF FRAMING. INTERMEDIATE MECHANICAL FASTENERS ARE REQUIRED CONTRACTOR TO VERIFY WITH OWNER ON WARRANTY REQUIREMENTS. 4' X 8' SKYLIGHT, STRUCTURAL JOIST. ROOF LEGEND x 4' X 8' DOUBLE DOME CURB MOUNTED FIXED SKYLIGHTS SUNOPTICS SIG 4080 W52.250 L100.250 DGZ CC1 LENSCLWH 800MD MI FMRTG ICC—ESR-2415 BUILDING PARAPET LINE EXTERIOR METAL DOWNSPOUT W/ OVERFLOW SCUPPER ROOF PLAN scale: 1" = 20'-0" SCALE: 1" = 20'-0" 20' SKYLIGHT CALCULATION 40' PLAN 60' NORTH GENERAL: BURGLAR BARS: SKYLIGHTS: SKYLIGHT REQUIRED SKYLIGHT PROVIDED BUILDING AREA (FOOT PRINT) = YES 2.5 % = 2,989 S.F. (94 EA.) 105 119,532 S.F. hpa, inc. 600 grand aye, suite 302 oakland, ca 94610 tel: 949.862.2113 email: hpa@hparchs.com Developer DUBLIN BOULEVARD OWNER, LP 19700 Vermont Ave. Suite 101 Torance, CA 90502 ■ Project: 11711 DUBLIN BLVD. DUBLIN, CA ■ Consultants: K&W Green Design ■ Title: ROOF PLAN Project Number: Drawn by: Date: Revision: 21657 JV 08/21/2024 Sheet: DAB.A21 10 435'-2 7/8" 63' 52' 52' 52' 52' 52' 52' TIP. TYP. C1 XD 11 00 TYP. (12)10 TIP. TYP. TYP. (1)0 C12 10 (1)0 TYP. C2> C8 XD TYP. TYP. (1)0 A t► I t 0 I r 111 A V A V i 52' 8' —2 7/ 8" TIP. TIP. TIP. TIP. (1)0(1)0 \1Pn (10 0( ) TYP. )0c A • NORTH ELEVATION 27' WEST ELEVATION (C scale: 1" = 20'-0" 6' 00 A IV IV IV IV IV IV IV IV vIV IV IV IV ^IV IV IV IV IV IV IV IV IV IV IV IV TYP. C1 0 scale: 1" = 20'-0" 542' 0 OBLIQUE VIEW TYP. C2> > A NORTHWEST ELEVATION scale: 1" = 20'-0" 63' 52' 52' 52' 52' 52' 52' 52' 52' 63' TYP. 52' TYP. (8* C4> TYP. TYP. TYP C1/ 6 8 11 TYP. 26' 26' TYP. 11 00 TYP. C1n TYP. (2) C, 1 x y IV IV A IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV ■ ■ IV A IV IV IV IV IV IV IV IV IV IV , IV IV IV IV IV IV IV IV v , TYP. (14)7 TYP. (12)10 TYP. C1n 6' 27' TYP. (1)0 5> TIP. C7)(6) TYP. TYP. TYP. TYP. C1X 11 I II I I I I I I I I I I I I L I IV IV IV IV IV IV Iv IV IV A V XX _ IV IV IV IV IV IV IV Iv IV x 0 IV IV IV IV IV IV IV E IV I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II III I I I I I I I � L A 00 IV IV V IV IV IV IV V IV IV IV IV IV IV TYP. TYP. (1)0 (1 XD IV IV IV IV IV IV A v IV IV IV IV IV IV ENLARGED FLOOR PLAN scale: 1/8" = 1'-0" 10 TYP. TYPK) 0 TYP. TYP. C1n A A j C8 11 (4) TYP. TIP. KEYNOTES - ELEVATIONS TYP. TYP. TIP TYP 3 4 A,/ 60' (10) TYP. TYP. (1)0 C5> TIP. 60' ildGeor K7) (6) TYP. TYP. 60' C10> TYP. (5) (4> OK) TYP. TYP. TYP. SOUTH ELEVATION 52' scale: 1" = 20'-0" A- V ►A HHHHHHHHHHH EAST ELEVATION 0 0 0 0 0 10 11 12 13 (1 4) CONCRETE FINISHTILT—UP ANE�PAICTE GRADEDRAWINGS. WATERPROOF ALL WALLS WHERE EXTERIOR GRADE IS HIGHER THAN FINISH FLOOR AND EXPOSED TO THE WEATHER. WATERPROOFING TO BE PROTECTED WITH PROTECTION BOARD AND A MIN. OF 6" OF GRAVEL. PROVIDE TRENCH DRAIN AT BOTTOM AND DAYLIGHT TO CURB OR TAKE TO STORM DRAIN. PANEL JOINT. PANEL REVEAL. ALL REVEALS TO HAVE A MAX. OF 3/8" CHAMFER. REVEAL COLOR TO MATCH ADJACENT BUILDING FIELD COLOR. U.N.O. OVERHEAD DOOR © DRIVE THRU. PROVIDE COMPLETE WEATHER—STRIPPING PROTECTION ALL AROUND. OVERHEAD DOOR © DOCK HIGH. PROVIDE COMPLETE WEATHER—STRIPPING PROTECTION ALL AROUND. EXTERIOR METAL STEEL STAIR. METAL LOUVER. PAINT TO MATCH BUILDING COLOR. HOLLOW METAL DOORS. PROVIDE COMPLETE WEATHER STRIPING ALL AROUND DOOR. PROVIDE FOR RAIN DIVERTER ABOVE DOOR. EXTERIOR DOWNSPOUT WITH OVERFLOW SCUPPERS. DOCK BUMPER ALUMINUM STOREFRONT FRAMING WITH TEMPERED GLAZING. METAL CHANNEL CANOPY 24" ILLUMINATED ADDRESS LETTERING METAL CHANNEL GENERAL NOTES - ELEVATIONS A. B. CD. E ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS UNLESS NOTED OTHERWISE. ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE. T.O.P. EL.= TOP OF PARAPET ELEVATION. F.F. = FINISH FLOOR ELEVATION. STOREFRONT CONSTRUCTION: GLASS, METAL ATTACHMENTS AND LINTELS I -ALL BE DESIGNED TO RESIST CITY REQUIRED WIND SPEED. EXPOSURE C WINDS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION. F. CONTRACTOR SHALL FULLY PAINT SEVERAL CONCRETE PANEL W/ SELECTED COLORS. LOCATION TO BE SELECTED BY ARCHITECT. ARCHITECT AND OWNER SHALL APPROVE PRIOR TO PAINTING REMAINDER OF BUILDING. G. BACK SIDE OF PARAPETS TO HAVE SMOOTH FINISH AND BE PAINTED WITH ELASTOMERIC PAINT. H. FOR SPANDREL GLAZING, ALLOW SPACE BEHIND SPANDREL TO BREATH. J. USE ADHESIVE BACK WOOD STRIPS FOR ALL REVEAL FORMS. K. THE FIRST COAT OF PAINT TO BE ROLLED —ON AND THE SECOND COAT TO BE SPRAYED —ON L. EXTERIOR STAIRS AND RAMPS TO MATCH BUILDING COLOR. RAILINGS TO MATCH BUILDING COLOR. M. ALL DOORS TO BE PAINTED THE SAME COLOR AS THE ADJACENT WALL. scale: 1" = 20'-0" ELEVATION COLOR LEGEND/SCHED. L CONCRETE TILT —UP PANEL. ; THIN BRICK VENEER COLOR : SHERWIN WILLIAMS SW 7043 COLOR : SHERWIN WILLIAMS SW 9183 PANEL. COLOR : SHERWIN WILLIAMS SW 7633 PANEL. COLOR : SHERWIN—WILLIAMS SW 6622 CONCRETE TILT —UP PANEL. WORLDLY GRAY 245—C 1 CONCRETE TILT —UP PANEL. DARK CLOVE O TAUPE TONE CONCRETE TILT —UP O CONCRETE TILT —UP _.. HEARTY ORANGE CONCRETE TILT —UP PANEL. COLOR : SHERWIN WILLIAMS SW 7509 TIKI HUT CONCRETE TILT —UP PANEL. COLOR : SHERWIN WILLIAMS SW 9183 DARK CLOVE METAL PAINT GLAZING COLOR : GRAY GLAZING MULLIONS COLOR : DARK BRONZE CANOPY MATERIAL : PPG PITT—TECH PLUS EP DTM ® BLACK METAL CANOPY . DOOR COLOR : MATCH BUILDING COLOR OVERHEAD/DOCK DOORS : FACTORY FINISHED WHITE GLAZING LEGEND NOTE: ALL EXTERIOR AND INTERIOR GLAZING SHALL BE TEMPERED. IV V , INSULATED VISION GLASS SINGLE LITE VISION GLASS SPANDREL GLASS WITH CONCRETE BEHIND IV : INSULATED VISION GLASS 1/4" VISTACOOL PACIFICA + 1/4" SOLARBAN 60 CLEAR 1" INSULATED GLASS UNIT WITH 1/2" AIRSPACE AND 1/4" LITES U: 0.27 SHGC: 0.21 VLT: 26% MINIMUM VT TO BE 0.42 PER 2016 CEC TABLE 140.3-B hpa, inc. 600 grand aye, suite 302 oakland, ca 94610 tel: 949.862.2113 email: hpa@hparchs.com Developer DUBLIN BOULEVARD OWNER, LP 19700 Vermont Ave. Suite 101 Torance, CA 90502 ■ Project: 11711 DUBLIN BLVD. DUBLIN, CA ■ Consultants: K&W Green Design ■ Title: ELEVATION Project Number: Drawn by: Date: Revision: 21657 JV 08/21/2024 Sheet: SC : SPANDREL WITH CONCRETE BEHIND 1/4" VISTACOOL PACIFICA WITH OPACI-COAT-300 WARM GRAY INSTALLED ON CONCRETE. V : VISION GLASS 1/4" VISTACOOL PACIFICA MULLIONS : DARK BRONZE. DABA3.1 MI 6" THICK C W/ MEDIUM PROVIDE CO WALL PERIM PROVIDE 1/ JOINT MATE CONCRETE PAN INSIDE, OUTSID OF WALL TO M AS REQUIRED. CONCRE — are — err LOPE RIAL / v V V V v / / / / / / L 1 beA ..----- /e oe ♦ ..) ♦ / SLAB TOF . DDLE ONC. SLAB BROOM FINISH, NTROL JOINTS ETER. •\ . • c . - °O ,..._\\ 6 CY DUMPSTER 6"W x 8'H CONCRETE 2CY FOR GREEN WASTE \ / \ / 1 \ / CURB.0.e / / 6 CY DUMPSTER 60 • c °� °' 2" EXPANSION _1 \ / / 0 AT INT. °.e v \ / / cL / o i, / / \ \ \ \ 0 0) 1 EL, PAINT _AND TOP aTCH BUILDING. .••d ° 6"W x 8"H CONCRETE CURB z / o / , / ,1, / o \ \ 6"W x 8"H CONCRETE CURB ° C� v • (j .0.e . // / 0 / N / O / PROVIDE / DEEP 3/4" DIA.x 2" DRILLED HOLES IN .. j ° .e ♦ TE TILT -UP / / FOR E \\ 0) o li ONESLAFOR EACH GATE. \ °C N qiiii II .V ♦ 2(0 Q Q 2' ♦>- PR o CLR. LO( OF 36'1 o "�' 0 v 0 SEE DOOR CLEARANCE COI TO o • OF SIN gh 6" 4'-9" i 13' W 2' 3' 2'-6" i / / / i i 25'-9" / i DVIDE A 40" KICK PLATE GATED ON THE PUSH SIDE THE GATE. WIDE PEDESTRIAN GATE. A5.1 FOR DOOR SCHEDULE CRETE APRON DESIGNED WITHSTAND 20,000 POUNDS DIRECT FORCE FROM A GLE TRUCK AXLE. TRASH ENCLOSURE PLAN CONCRETE TILT -UP PANELS, SEE STRUCTURAL DRAWINGS. PAINT INSIDE, OUTSIDE AND TOP OF WALL TO MATCH BUILDING. ♦ 0 25'-9" i 5'-3,, 13' 2' 3' i 2'-6" i ♦ A CENTER LINE OF HINGE, TYP. P ♦� ♦ P 7 NOTES: 1. PAINT METAL PER SPECIFICATIONS. 2. FOR ADDITIONAL INFORMATION, SEE DETAIL "ao scale: 1:20 DIRECT ROOF DRAINAGE TO STORM WATER CONTROL OR LANDSCAPE AREA SCREEN TO BE PROVIDED TO PREVENT ILLEGAL DUMPING 6X6 TUBE STEEL COL. CONCRETE TILT -UP PANEL, PAINT TO MATCH BUILDING. METAL ACCESSIBLE GATE WITH 1 1/2" X 1 1/2" X 1/4" STEEL ANGLE HORIZ. BRACE FOR SUPPORT, PAINT TO MATCH BUILDING. PROVIDE 32" MIN. CLEARANCE FINISH SURFACE SEE PLANS 2'-8 r, 0'-0" 5/8" (16 mm) DIA. HOLES PROVIDED FOR ANCHORS BY OTHERS (TYPICAL-4) ♦ ( o FINISHED GRADE 1'-7 $' 3'-0" / \ • NOTE: CONCRETE SLAB AND ANCHORING DEVICES (BY OTHERS) PER LOCAL CONDITIONS. CONSULT PROJECT ENGINEER FOR EXACT REQUIREMENTS. TIMBERFORM CYCLOOPS MANUFACTURED BY COLOMBIA CASCADE CO., PORTLAND, OREGAN. (800) 547-1940, (503) 223-1157 MODEL NUMBER: 2170 COLOR 8017 TOP VIEW FRONT VIEW BIKE RACK DETAIL NOTE: PROVIDE MINIMUM ONE CIGARETTE POLE @ OUTDOOR SMOKING PATIO. MINIMUM 25' FROM OPERABLE WINDOW OR DOOR SEE SITE PLAN FOR LOCATION FINISH: BRONZE SIZE: 41" HIGH scale: N.T.S. 1 0" 0 NOTE: SIGN TO BE POSTED @ OUTDOOR SMOKING AREA. MINIMUM 25' FROM OPERABLE WINDOW OR DOOR SEE SITE PLAN FOR LOCATION ADHERE SIGN TO BUILDING WALL PER SIGN MANUFACTURER'S INSTRUCTIONS. OR PROVIDE POLE MOUNTED SIGN WHERE REQUIRED C hpa, inc. 600 grand ave, suite 302 oakland, ca 94610 tel: 949.862.2113 email: hpa@hparchs.com Developer DUBLIN BOULEVARD OWNER, LP 19700 Vermont Ave. Suite 101 Torance, CA 90502 ■ Project: 11711 DUBLIN BLVD. DUBLIN, CA ■ Consultants: K&W Green Design • Title: DETAILS Project Number: Drawn by: Date: Revision: 21657 JV 08/21/2024 TRASH ENCLOSURE GATE ELEVATION scale: 1:20 B CIGARETTE PO scale: N.T.S. SMOKING AREA SIGN scale: N.T.S. Sheet: DAB.A41 1 6-18-24 05:30:48 PM d w N N LU W 0_ c H- w LU w H- w CD N N N N N N PRELIMINARY SITE IMPROVEMENT PLANS GENERAL NOTES 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE CITY OF DUBLIN DEPARTMENT OF PUBLIC WORKS' STANDARD SPECIFICATIONS AND DETAILS. ALL WORK SHALL BE SUBJECT TO APPROVAL OF AND INSPECTION BY THE CITY ENGINEER. 2. AT LEAST ONE SET OF APPROVED PLANS SHALL BE ON THE SITE AT ALL TIMES FOR INSPECTION. ANY DE4A7I0N FROM THE APPROVED PLANS DURING CONSTRUCTION WILL REQUIRE 48 HOURS PRIOR NOTICE AND APPROVAL OF THE CITY ENGINEER. 3. THE PERMITTEE/CONTRACTOR SHALL NOTIFY THE CITY OF DUBLIN ENGINEERING DIVISION TWO (2) BUSINESS DAYS PRIOR TO THE START OF ANY WORK. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE EXISTENCE OF ANY AND ALL UNDERGROUND FACILITIES, WHICH MAY BE SUBJECT TO DAMAGE BY REASON OF HIS OPERATIONS. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT (800) 642-2444, 48 HOURS PRIOR TO ANY EXCAVATION. WORK SHALL START WITHIN 5 DAYS AFTER THE ISSUANCE OF A USA INQUIRY IDENTIFICATION NUMBER. COMPLETE REMOVAL OF THE USA MARKINGS SHALL BE WI THIN 2 WORKING DAYS AFTER COMPLETION OF THE EXCAVATION, BACKFILL AND SURFACE REPLACEMENT OR FOURTEEN (14) CALENDAR DAYS FOLLOWING THE ISSUANCE OF THE INQUIRY IDENT/FICA TION NUMBER WHICHEVER IS EARLIER. 5. CONTACTING USA DOES NOT RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITY TO DETERMINE LOCATION AND DEPTH OF BURIED UTILITIES OR REPAIR OF BURIED UTILITIES DAMAGED BY HIS OPERATION. 6. ALL GRADING, SITE PREPARATION, PLACING AND COMPACTION OF FILL SHALL BE DONE IN ACCORDANCE W/ TH THE CITY OF DUBLIN STANDARDS, SPECIFICATIONS, SPECIFIC NOTES, DETAIL DRAWMNGS AND PER THE RECOMMENDATIONS SPECIFIED IN THE "GEOTECHNICAL INVESTIGATION" BY CORNERSTONE EARTH GROUP, DATED APRIL 6, 2022, FILE NO. 681-12-1. 7 A GRADING PERMIT IS REQUIRED PRIOR TO COMMENCEMENT OF GRADING. A COPY OF THE GRADING PERMIT IS REQUIRED TO BE ON SITE AT ALL TIMES. 8. GRADING OPERATIONS SHALL BE CONDUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE SOILS INVESTIGATION REPORT THE SOILS ENGINEER WILL BE RESPONSIBLE FOR THE ON SITE INSPECTION AND QUALITY CONTROL FOR THE GRADING OPERATION. PLAN REQUIREMENTS AND CONSTRUCTION CONTROL WITH RESPECT TO EARTHWORK, SLOPE STABILITY, SETTLEMENT COMPACTION, ETC., AS SHOWN HEREIN ARE PROVIDED BY THE SOILS ENGINEER. THE CONTRACTOR SHALL READ AND BE FULLY AWARE OF THE SOILS REPORT BEFORE STARTING WORK. ALL WORK SHALL MEET THE APPROVAL OF THE CITY OF DUBLIN. 9. SUBSEQUENT TO THE COMPLETION OF THE WORK, THE SOILS/GEOTECHNICAL ENGINEER SHALL SUBMIT A REPORT TO THE CITY ENGINEER STATING THAT ALL WORK HAS BEEN DONE IN ACCORDANCE WITH THE "GEOTECHNICAL INVESTIGATION" BY CORNERSTONE EARTH GROUP, DATED APRIL 6, 2022, FILE NO. 681-12-1. 10. NOISE -PRODUCING CONSTRUCTION AND GRADING OPERATIONS SHALL BE LIMITED TO WEEKDAYS (MONDA Y THROUGH FRIDA Y) EXCEPT CITY HOLIDAYS AND FROM THE HOURS OF 7:30 A.M. TO 6:00 P.M. ALL EQUIPMENT SHALL BE ADEQUATELY MUFFLED AND MAINTAINED. NO CHANGES SHALL BE ALLOWED WITHOUT PRIOR WRITTEN CONSENT OF THE CITY. ALL REQUESTS FOR CHANGE MUST BE MADE A MINIMUM OF 72 HOURS PRIOR TO THE REQUEST FOR CHANGE. 11. IT SHALL BE UNDERSTOOD THAT THE TERM "CITY ENGINEER" AS USED HEREIN IS THE CITY ENGINEER OF THE CITY OF DUBLIN OR HIS AUTHORIZED REPRESENTATIVE. NO WORK SHALL BE DONE ON THIS PROJECT PRIOR TO A PRE -CONSTRUCTION CONFERENCE TO BE HELD IN THE ENGINEERING DIVISION. CONTACT XXXXX, TO ARRANGE FOR THE CONFERENCE AT (XXX) XXX-XXXX. 12. A PRE -CONSTRUCTION CONFERENCE SHALL BE SCHEDULED AT LEAST TWO WORKING DAYS IN ADVANCE OF COMMENCEMENT OF ANY CONSTRUCTION WORK FOR THE IMPROVEMENTS DELINEATED WITHIN THIS SET OF PLANS. THE FOLLOWING INDIVIDUALS SHALL BE IN ATTENDANCE: OWNER/DEVELOPER, CONTRACTOR (S), CITY ENGINEER, ENGINEER, SOILS ENGINEER, CONSTRUCTION INSPECTOR, OR THEIR AUTHORIZED REPRESENTATIVES 13. THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF ALL GRADING OPERATIONS AND RECEIVE APPROVAL OF SAID SCHEDULE FROM THE CITY ENGINEER PRIOR TO OR THE DAY OF THE PRE -CONSTRUCTION CONFERENCE. 14. THE CONSTRUCTION CONTRACTOR AGREES, THAT IN ACCORDANCE W/TH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,. THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 15. THE CONTRACTOR SHALL PROVIDE EMERGENCY TELEPHONE NUMBERS FOR PUBLIC WORKS, AMBULANCE, POLICE, AND F/RE DEPARTMENTS AT THE JOB SITE 16. THE CONTRACTOR SHALL NOT DISTURB OR DESTROY ANY PERMANENT SURVEY POINTS WITHOUT THE CONSENT OF THE CITY ENGINEER. IN THE EVENT IT BECOMES NECESSARY TO REMOVE OR DISTURB A MONUMENT, THE PERSON SO DOING SHALL FIRST OBTAIN PERMISSION, IN WRITING, FROM THE CITY ENGINEER AND SHALL DEPOSIT WITH THE CITY ENGINEER A SUFFICIENT AMOUNT BASED UPON THE CITY ENGINEER'S ESTIMATE, TO COVER THE COST OF PRELIMINARY REFERENCING AND FINAL RELOCATION OF THE MONUMENTS. 17. ALL CONSTRUCTION STAKING SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. UPON COMPLETION OF GRADING, THE CONTRACTOR SHALL REQUEST THE LICENSED LAND SURVEYOR TO CHECK THE GRADES AND CERTIFY THAT THE PADS ARE GRADED TO IMTH/N f 0.10 FOOT OF FINISH PAD GRADE. 18. THE CONTRACTOR SHALL PROVIDE FOR INGRESS AND EGRESS FOR PRIVATE PROPERTY ADJACENT TO THE WORK AREA THROUGHOUT THE PERIOD OF CONSTRUCTION. 19. THE CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING STREETS, SURROUNDING LANDSCAPE AND OTHER IMPROVEMENTS, WTH A SMOOTH TRANSITION IN GRADE AVOIDING ANY ABRUPT OR APPARENT CHANGES IN GRADE OR CROSS SLOPE, LOW SPOTS OR HAZARDOUS CONDITIONS 20. EXISTING CURB AND SIDEWALK WITHIN THE PROJECT LIMITS THAT ARE DAMAGED OR DISPLACED, EVEN THOUGH THEY WERE NOT TO BE REMOVED, SHALL BE REPAIRED OR REPLACED, EVEN IF THE DAMAGE OR DISPLACEMENT OCCURRED PRIOR TO ANY WORK PERFORMED BY THE CONTRACTOR. CONTRACTOR SHALL DOCUMENT CONDITION WA PHOTOGRAPHS PRIOR TO START OF CONSTRUCTION. 21. THE CONTRACTOR SHALL CONTROL DUST BY WATERING EXPOSED SURFACES AS NEEDED. INCREASED WATERING SHALL BE REQUIRED WHEN WIND SPEEDS EXCEED 10 MPH OR WHEN DIRECTED BY THE CITY. 22. NO PERSON SHALL, WHEN HAULING ANY EARTH, SAND, GRAVEL, STONE, DEBRIS, PAPER, OR ANY OTHER SUBSTANCE OVER ANY PUBLIC STREETS OR OTHER PUBLIC PLACE, ALLOW MATERIAL TO BLOW OR SPILL OVER AND UPON SAID PUBLIC OR ADJACENT PRIVATE PROPERTY ALL LOADS LEAVING THE SITE SHALL BE COVERED. 23. THE CONTRACTOR SHALL PROVIDE STABILIZED CONSTRUCTION ENTRANCE TO PREVENT THETRACKING OF SOIL, DUST MUD, OR CONSTRUCTION DEBRIS ON PUBLIC STREETS. 24. MUD TRACKED ONTO STREETS OR ADJACENT PROPERTIES SHALL BE REMOVED IMMEDIATELY, STREET SHALL BE SWEPT WMTH A POWER SWEEPER (NOT PRESSURE WASHED) AS DIRECTED BY THE CITY. 25. A DISPOSAL SITE FOR ANY OFF -SITE HAUL OF DIRT MATERIALS SHALL BE APPROVED BY THE CITY PRIOR TO APPROVAL OF THE GRADING PERMIT. THE OFF -SITE HAUL ROUTE FOR EXCESS DIRT OR CONSTRUCT/ON DEBRIS /S SUBJECT TO APPROVAL OF THE CITY ENGINEER. 26. EXCAVATIONS SHALL BE ADEQUATELY SHORED, BRACED AND SHEETED SO THAT THE EARTH WILL NOT SLIDE OR SETTLE AND SO THAT ALL EXISTING IMPROVEMENTS OF ANY KIND WILL BE FULLY PROTECTED FROM DAMAGE. ANY DAMAGE RESUL T/NG FROM A LACK OF ADEQUATE SHORING, BRACING AND SHEETING, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND THE CONTRACTOR SHALL EFFECT NECESSARY REPAIRS OR RECONSTRUCTION AT HIS OWN EXPENSE. WHERE THE EXCAVATION FOR A TRENCH, STRUCTURE AND/OR BORING OR JACKING PIT IS FIVE FEET OR MORE IN DEPTH THE CONTRACTOR SHALL CONFORM TO THE APPLICABLE CONSTRUCTION SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. 27. ALL TRENCHES IN EXISTING CITY STREETS SHALL BE BACKFILLED AND PAVED WITHIN 24 HOURS OF EXCAVATION. STEEL PLATES MAY BE PLACED OVER UNBACKF/LLED TRENCHES BEYOND THE 24 HOUR PERIOD WITH THE SPECIFIC APPROVAL OF THE CITY ENGINEER. 28. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 111 OR BETTER, UNLESS OTHERWISE NOTED. 29. OPERATION OF VALVES ON THE DSRSD WATER SYSTEM SHALL BE PERFORMED BY WATER BUREAU PERSONNEL ONLY OF 1 1 711 DUBLIN BLVD FOR DUBLIN BOULEVARD OWNER, LP DUBLIN, CALIFORNIA DUBLIN BOULEVAR (R/W VARIES) (A PUBLIC ROAD) DEVELOPER 777777\\-N21°34'00"W 749.99' BASIS OF BEARINGS o- -� I�I�I�I�I�II�III SITE MAP DUBLIN BOULEVARD OWNER, LP 19700 S. VERMONT AVENUE #101 TORRANCE, CA 90502 310-323-9100 CIVIL ENGINEER KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. ATTN: ZICO SARYEDDEAN, P.E. 2850 COLLIER CANYON ROAD LIVERMORE, CA 94551 925-245-8788 1 "= 80' LANDSCAPE ARCHITECT GREEN DESIGN LANDSCAPE ARCHITECTS, INC. ATTN: BARBARA M. HATCH, RLA ASLA 1464 POPINJAY DRIVE RENO, NV 89509 775-829-1364 ARCHITECT HPA, INC. ATTN: TERESA GOODWIN, AIA 600 GRAND AVENUE, SUITE 302 OAKLAND, CA 94610 925-413-6896 VICINITY MAP NOT TO SCALE SHEET INDEX NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 SHEET CIVIL C1.0 C2.0 C3.0 C4.0 C5.0 C5.1 C6.0 C7.0 C8.0 C9.0 C10.0 C10.1 C11.0 C11.1 C11.2 C12.0 DESCRIPTION COVER SHEET TOPOGRAPHIC SURVEY DEMOLITION PLAN PRELIMINARY SITE PLAN PRELIMINARY GRADING & DRAINAGE PLAN TYPICAL SECTIONS PRELIMINARY UTILITY PLAN PRELIMINARY SWQCP FIRE ACCESS PLAN GARBAGE TRUCK TURNING TRUCK TURNING TRUCK TURNING EXISTING EASEMENTS TO REMAIN EXISTING EASEMENTS TO BE VACATED PROPOSED EASEMENTS CLEAN BAY BLUE PRINT Know what's below. Call before you dig. >- m REVISION a<a<a >- oo REVISION S5 a<a<a ti W cy QROFESS/0Hq P SARYF4� ,�s., R No. 65838 CIVII. qTf Fqy �Q G� Z rn rn 71 OF CAL‘FO�� R+WI COVER SHEI OF 11711 DUBLIN C(1D DATE JUNE, 2024 SCALE AS NOTED DESIGNER CR DRAWN BY VB JOB NO. A22024 SHEET C 1 1 OF 16 ■ 0 SHEETS ,\ e \ Q/ \J 2-8",4-1 394 > O CD 6-18-24 05:30:57 PM cn a a O N N w 0 a- F w 2E w F- F- w c_D N O N N N N O CN P►, DISTRICT Chaff k Fenc 100 S64°18'01 W 69.63'_®`(S8124'W 0�o� -- S8I39'17»w 391.9 / / 41;1.9 393.•10".'391.9 0.48 P- C CD A390.2 (;P 389.03 EP < �o� .4 388.95 P-PC • 39J\ / 389.26 f-FC '-39 388.35 P-FC / 388.48 P-FC Grass 3;' 389.48 P-FC FC 65 P-FC c� cp / Q 388.77 N89; 4 387.76 P FC �TMH 387.38 RE DUBLIN BOULEVARD (R/W VARIES) (A PUBLIC ROAD) X X N Grass 388.12 EP 387.10 P-FC X E(P) N55°2205"W (R) L •32'TR / / /' 387.55 P x oncrete 386 3 P-FC 385.77 RE E 382.2 36" W) ks E382.146"�S)� X 8"RW(P) S68°34'30"W 856.48' CB 389.20 RE N65°06'55E 16.69' � 8"RW(P) '`� SDT� - 6 2s0 0��. O •24" TR •8"TR •14"TR 6"TR• 386.42 -‹ 386.64 -FC 386.82 EP 385.74 P- PD DISTRICT Asphalt link Fenc 386.89 RE 0' IE 380.80 6"N "Dn IE 380.68 6"FW 386 IE 380.40 8"FE 1 IE 380.37 10"(S) 'D00 /38852 P FC\ voj �/ E 14/ i �8cp k 71I "moo 388.41 P FC / I Q' •�4'r Rom/ 6"SD Q < 0 CB � AP � 387.02 RE ^IE '� 4' 00 390 CB 387.89 RE IE 380.30 6" (E) IE 379.74 10 (N) IE 379.66 12"(SW) Q' co Concrete '0 C 3 .11 RE I 380.96 8"(E) I 380.86 8"(W) oO<13 ,c5 1<6� ��5�c00 4) OQ .R l10 p L� / 6/"SS o y SSMH "�4 482.16 RE IE 472.69 6"(THRU ) a ca OH 10"w(P) Fo ��� B Q TMH BELL 4r 383.60 RE 54,''` 383.76 RE. TRAFFIC . " L EASEMENT IE 382.12 8• "(SE) 20 l24 8"SD \ 99377923 OR T(Pj 8C / T(PT-1 383.82 �6 ,i'� A , 5��%1 e /• /0 20,0 1DN Grass 156.04' S21 °33'40"E 256.13'- w RFD MON OFD MON Z S CTV Z SSMH 384.66 RE - IE 372.36 12"(W) IE 372.06 8%N) IE 372.03 12 (E) 8"W(P) - 'D0h S68°34'30"W 332.25' 382.96 P-FC OH - TELE -N21 °34'00"W 749.99 W( FEMA FLOOD ti0 • M-1 DISTRICT Asphalt Concrete 1 1 1 1 / Q0 1 ��• 1 OQ �C I �• 1�'k� O<z/ �� 3 �c icz'ti °6� Fn' �t P. QO 4 ,/ Q �`l, �c, �V 20 F o ,\`), QO ' / 20' ��h�0 pta' Q,Fo (2)./ Asphalt 0'�' Z ")- I / 5b� Al) ,I •4 // I/ •`ti / �C;��o ��S,/' //�p�%/ I QC'/ C' / BASIS OF BEARINGS -32.72 BW MON SIGN 0-"SSCO , 383.78 RE Concrete -Q 0,o°\- 11711 Dublin Mu ti-Story Cc FP= 36 Fn QO Q G OQ / , �O ^j 4' ��� 20 ��0� j h2 FEMA FLOOD FEMA FLOOD ZONE_BOUNDARY �000 4OQ 1)c0 • CTV FO(P) Boulevard nc. Building 6.64 20 OH TELE a SSMH 381.83 RE IE 371.73 6" (NW) G(D) IE 371.67 12' (W) IE 371.476"(S),12"(E) 10"W(P) TsEs73:79w3:0862 .01 RE Grass Transformer \n�v -385- LOOD ZONE X-SCREEN CTV 8"RW(P) 12"SS N69°52'30"E 56.91' (58.76) 20"TR • S,N) N29 42'09"W (R)TB Asp)yalt 83.74 P-FC CB 383.57 RE IE 382.57 2-8"(E 386.17 41116 384.95 P-FC 0 CD w 138.21' 4o 00 �^(bA) INFORMATION WAS OBTAINED FROM THE FEMA WEBSITE ON FEBRUARY 4, 2022. 1 Li ID 0 i ELEVATION: 434.843 (NGVD29) Li_ / 6. BASIS OF BEARINGS: THE BEARING OF NORTH 21° 34' 00" WEST TAKEN ON THE MONUMENT LINE OF HANSEN DRIVE AS SHOWN ON THAT CERTAIN RECORD OF SURVEY NUMBER 395, FILED FOR RECORD ON OCTOBER 3, 1969 IN BOOK 7 OF RECORDS OF SURVEY AT PAGES 70-71, OFFICIAL RECORDS OF ALAMEDA COUNTY WAS TAKEN AS THE BASIS FOR ALL BEARINGS SHOWN HEREON. G(D) - EXCEPTION PARCEL 2 2921-401 OR 8"W(P) �- T(P) 380.48 BW C-1 DISTRICT D NOTES 0 15 30 60 90 Scale 1" = 30' 1. THIS PLOT WAS PREPARED FROM INFORMATION FURNISHED IN A PRELIMINARY TITLE REPORT, PREPARED BY NORTH AMERICAN TITLE INSURANCE COMPANY, DATED JULY 29, 2021, NUMBER 54606-21-00926. NO LIABILITY IS ASSUMED FOR MATTERS OF RECORD NOT STATED IN SAID PRELIMINARY TITLE REPORT THAT MAY AFFECT THE TITLE LINES, OR EXCEPTIONS, OR EASEMENTS OF THE PROPERTY. 2. ALL DISTANCES AND ELEVATIONS SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF. 3. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THIS TOPOGRAPHIC SURVEY WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. (A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND UTILITIES). HOWEVER, THE ENGINEER CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED, BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS 4. THE SUBJECT PROPERTY IS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) FOR ALAMEDA COUNTY, CALIFORNIA, MAP NUMBER 06001C0304G FOR COMMUNITY NUMBER 060705 (CITY OF DUBLIN), WITH AN EFFECTIVE DATE OF AUGUST 3, 2009, AS BEING LOCATED IN FLOOD ZONE "X", FLOOD ZONE DX -SCREEN" AND FLOOD ZONE "AE". ACCORDING TO FEMA THE DEFINITION OF ZONE "X" IS: AREA OF MINIMAL FLOOD HAZARD ACCORDING TO FEMA THE DEFINITION OF ZONE "X-SCREEN" IS: 0.2% ANNUAL CHANCE FLOOD HAZARD, AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN ONE FOOT OR WITH DRAINAGE AREAS OF LESS THAN ONE SQUARE MILE. ACCORDING TO FEMA THE DEFINITION OF ZONE "AE" IS: WITH BFE OR DEPTH DETERMINED (382'f - 385'±) 1 CD LI 382.8- -- 382.80 C / 3)S2.7 ACOr 3 2.7 383.0 / 383.0/94EF 38108 C 3ASR BC 383.3- - 383.76 C BL 1 38),A8 C 383gLRDS/BOL 20' / / B.S.L. 383.5� 383.6/6 C C./CONC 38//67 C383.6 CAB /0 CAN 383P'5 /"0^,. CB 7d', 83/80 C a-56 6 DDCV C-$83.64 C E �l 383.96 �o � oo C 9� G � ��a B �``'�0 o 4a5' 8 1 LcfC ^39) 83.9` �8� .'383.40 C \EP ��',1 CP / .s N EVE �a21 1 0s� m/fd`I p 82. 8 C 1 4 vFDC vv o .A, 1384.2 �' FEW \ �$2.4 '38 1 38A w I ��� C �o 0 o hi 384 \ 384 62 C cb� \\ 6�\c \\ \\ 382 5 ABBREVIATIONS AIR CONDITIONER ABOVE FINISH FLOOR ANGLE POINT AUTO SPRINKLER RISER BACK OF CURB BUILDING LINE BOLLARD BUILDING SETBACK LINE BACK OF WALK CONCRETE CABINET CABLE TELEVISION CATCH BASIN DOUBLE DETECTOR CHECK EAST ELECTRIC BOX ELECTRICAL LINE EDGE OF PAVEMENT ELECTRICAL VAULT FACE OF CURB FOUND FIRE DEPARTMENT CONNECTION FEDERAL EMERGENCY MANAGEMENT F 3 7382 FINISH FLOOR 2FH \ 8?'57 c\\ 4/ DIRE HYDRANT FNC \\ 5. BENCHMARK: A-1964; COAST AND GEODETIC SURVEY DISK STAMPED "A-1964'IN CONCRETE POST UNDER A MANHOLE LID, 9' SOUTH OF THE CENTER LINE OF DUBLIN BLVD ON THE EXTENSION OF WESTERLY LANES OF SILVER GATE DRIVE. FC3 CE FP \ LAG POLE GA/ Cam\ GUY ANCHOR i3S\ 64'N GRADE BREAK GM � CAS MARKER/METER '‘'93 384.'09 C-�� C GRN -5a\ GROUND HIGH POINT 0 CD LU X 33$� \ HP 38SS 856 84.s \ a• IE 3 \\ "'-6g�� I.E.E. C685S3 C8S63 C \ 38 6� C JPJRSR 382.96 RE \384 \\ / 4 \ CT IE 381. 1 11 c 38 83 C 4384. 3F `�� 384,, C 70 \3859� C \38S8jy 38 70 101� 385,78 c 385 .51 C 38-. 63 h'\ 385 6,�Sg C q'° ,20� 385.6 38594 38c93 `03o5 3 6 E C FO FS -G o \3685 -HPC d6 6�96 C,38S 1 • 99 C-JT 386.2 386 35 O 85 38S C ,5b� 385 6 C SC AGM TI - OH IT RW SS 0 b ioo.00 -SD 0 LSD- SL T TS CTV W N S 36'8 4 C VALVE INVERT ELEVATION INGRESS EGRESS EASEMENT JOINT POWER POLE JOINT POWER POLE RISER AGENCY LEGEND BUILDING LINE CONCRETE/BLOCK WALL CONCRETE CURB CONCRETE CURB Sc GUTTER MAJOR CONTOUR LINE MINOR CONTOUR LINE DRIVEWAY EASEMENT LINE EDGE OF PAVEMENT ELECTRIC LINE FENCE LINE FIBER OPTICS LINE FIRE SERVICE LINE & VALVE GAS LINE -VALVE Sc METER HIGH PRESSURE GAS LINE JOINT TRENCH LINE LOT UNE MONUMENT/MONUMENT UNE ABBUTER'S RIGHTS RELINQUISHED OVERHEAD POWER LINE PROPERTY LINE RECLAIMED WATER LINE & VALVE SANITARY SEWER LINE -MANHOLE 8c CLEANOUT SIDEWALK SPOT ELEVATION STORM DRAIN LINE -MANHOLE & CATCH BASIN STORM DRAIN LINE OVER 24"DIAMETER STREET LIGHT CONDUIT LINE TELEPHONE LINE TRAFFIC SIGNAL CONDUIT LINE CABLE TELEMSION LINE UNKNOWN UTILITY LINE WATER LINE & VALVE GARY K AMB, L.S. 6627 LIP LT MH MON NW OR PED P-FC PIV PL POC RE S.D.E. SDMH SE SL SLB SSCO SSMH SW re TC TD TMH TSB TSP UKD WB WM WV W/ o AD - cC -0- DI -Da- 2022 DATE LIP OF GUTTER LIGHT MANHOLE MONUMENT NORTH NORTH WEST OFFICIAL RECORD PAVEMENT PEDESTRIAN PAVEMENT AT FACE OF CURB POST INDICATOR VALVE PROPERTY LINE POINT OF CONNECTION RIM ELEVATION SOUTFI STORM DRAIN EASEMENT STORM DRAIN MANHOLE SOUTH EAST STREET LIGHT STREET LIGHT BOX SANITARY SEWER CLEAN OUT SANITARY SEWER MANHOLE SOUTH WEST TELEPHONE BOX TOP OF CURB TRENCH DRAIN TELEPHONE MANHOLE TRAFFIC SIGNAL BOX TRAFFIC SIGNAL POLE UNKNOWN DESTINATION WEST WATER BOX WATER METER WATER VALVE WITFI ACCESSIBLE PARKING SYMBOL AREA DRAIN AUTOMATIC SPRINKLER RISER BACKFLOW PREVENTION DEVICE DOUBLE DETECTOR CHECK VALVE ELECTROLIER FIRE DEPARTMENT CONNECTION FIRE HYDRANT FLAG POLE GAS METER GUY ANCHOR HOSEBIBB POST INDICATOR VALVE TRANSFORMER TRAFFIC SIGNAL POLE TRAFFIC SIGN TREE UTILITY BOX WATER VALVE WELL 03 REVISION 03 REVISION R+WI ad Phc TOPOGRAPHIC SURVEY OF 11711 DUBLIN BLVD FOR BLIN BOULEVARD OWNER, LP CALIFORNIA DATE JUNE, 2024 SCALE AS NOTED DESIGNER CR DRAWN BY VB JOB NO. A22024 SHEET C2 0 2 OF 16 SHEETS CV O N N LU W 0_ c H- w LU w H- w c� 0 N O N N N N CD N 2-8",4-10 394. oQ, o JA-) Q `)& 0) o C;j /i. e r DUBLIN BOULEVARD (R/W VARIES) (A PUBLIC ROAD) E(P) -X a CD CTV OH IOH TELL ,c-N 21 °34'00"W 749.99 -� W(. S68°34'30"W 856.48' CB 389.20 RE JT SSMH 384.66 RE IE 372.36 12"(W) IE 372.03 112%(E) CTVFO(P) H TELE CTV 0`\;?''N N65'06'55"E 16.69' -JT- 0"W Gm -rc- HIGlikk4Y S80 <I O8) ii- 482.16 RE IE 472.69 6"(THRU) I Q' TMH BS-- 0 383.76 oTRAI Y GNI(L EASEMENT J 9 3 7 7 9 2 3 OR- \\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \ • \ • \ • \ • \ • \\\\\\\\\\ \\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\\\• \\\\\\\\\\\\\ \\\\\\\\\\\\• \\\\\\\\\\\\\ \\\\\\\\\\\\• \\\\\\\\\\\\\ \\\\\\\\\\\\• \\\\\\\\\\\\\ \\\\\\\\\\\\• \\\\\\\\\\\\\ \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\• \\\\\\• \\\\\\\ \\\\\\• \\\\\\\ \\\\\\• \•\\\\\ \\\\\\\ \\\\\\• \ \ \ \ \ \ \ \\\\\\• \\\\\\\ \\\\\\• \\\\\\\ \\\\\\• \\\\\\\ \\\\\\• \\\\\\\ \\\\\\• \\\\\\\ \\\\.\\ \\\\\\\ \\\\\\• \\\\\\\ \\\\\\• \\\\\\\ \\\\\\• \\\\\\\ \\\\\\\ \\\\\\\ \\\\\\\ \\\\\\\ \\\\\\• \\\\\\\ \\\\\\• \\\\\\\ \\\\\\• \\\\\\\ \\\\\\• \\\\\\\ \\\\\\• \\\\\\\ \\\\\\• \\\\\\• \\\\ \\ \\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \ \ \ \ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ SSMH 381.83 RE IE 371.73 6"(NW) IE 371.67 12 (W) IE 371.476"(S),12"(E) 8"RW(P) 12"SS G(D) - 138.21 EXCEPTION PARCEL 2 2921-401 OR 8"W(P) \\\ .\\\\ .\\\\\• .\\\\\• • • \ • \ • \ .\\\\\• • • \ • \ • \ \\\\\\• .\\\\\• .\\\\\• \\\•\•\ \\\\\\\ ♦•\•\•\ \\\\\\\ ♦\\\\\\ ♦\\\\\\ ♦•\•\•\ \\\\\\• ♦•\•\•\ \\\\\\\ \\\•\•\ \\\\\\• \\\•\•\ \\\\\\• \\\•\•\ \\\\\\\ \\\•\•\ \\\\\\• \\\•\•\ \v\v\\\\\\\\• \\\\\\\\\•\•\ \\\\\\\\\\\\\\\ \\\\\•\\v\\•\•\• \\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\ \\\\\\\v♦\\\\\\• \,\\\\\\\\v•N'• '*N•ll\-♦ \•v\ \ v, A \ \ \ \ \ \ \ \ \ \ \ \ \ \ V A \ \ \ \ \ \ \ \ \ \ vvvvvvvyyyyv/v:\\ \ \ \ \ \ \ �.\°\\\\\\\\\\v \\v> \\\\\\\\ \vvvvvvvvvvvvyv�� Y��vvvvvvvv .\\\\\\\\\\\\\\\\•\\\\\\\\\\ \\\\\\\\\\\\ .\\\\\\\\\\\\\\\\\\\\\\\\\\\ ,\\\\\\\\ \\\\\\\\♦ .\-\. \\\\\\\\\\\\\\\\ \\\\\\\\v\\\\\\\ \\\\\\\\\\\\\\\\ \\\\\\\\v\\\\\\v \\\\\\\\\\\\\\\\ \\\\\\\\v\\\\\\v \\\\\\\\`\\\\\\\ \\\\\\\\5.\\\\\\\ \\\\\\\\•\`\\\\\ \\\\\\\\5.\\ \\,\\\ \\\\\\\\•.\\\\\\\ \\\\\\\\'.\\\\\\\ \\\\\\\\' \\\\\\\ \\\\\\\ \\\\\\ \\\\\\\\ \\\\\\ \ \ \ \ \ \ \ \ S. S. •.vv \\\\ ®\\' \\\\ \' It It x )1s x It x x It It x X -O X X x XXXXX-XXXXXXX*XX x x X 1.A\� \1� \\\\ \\\ \\\ \\\v\v\\\\\\ \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\\ \\\\\\\\\\\\• \\\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\\ \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\v\ \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\\ \\\\\\\\\\\\• \\\\\\\\\\\\• \\\\\\\\\\\\• \v\\\\\\\\\\• 1.\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\\\• \\\\\\\\\\\\\ \\\\\\\\\\\\• \\\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\'.\ \\\\\\•\\\\\\\\\\\\\ \\;\\\\\\\\\\\\\,\\\\ \\`\\\\\\\\\\\ \\\\\\ \\,\\\\♦\\\\o\\\\\\ \\•\\\\\\\\\\\\\\\\\ ••♦vvvvv vy;vvvv•vvvvv \\\\\\\\\\\\\\\\\\\\\ ••\\♦\•'.\\\\\\\\\\\\ '\\\\\\\\\\\\\ \\v\\\\\\\\\\\v .\\\\\\\\\\\\\ .\\\\\\\\\\\\\ .\\\\\\\\\ \ \\\\\\\\\\ \\\\\\\\\\\ \\\\\\\\\\\ \\\\\\\\\\\ \\\\\\\\\\\ •\\\\\\\\\\ ♦\\\\\\\\\\ \\\\\\\\\\\ \ \ • �\ • v-v-� v �w \\\\\\\ \\\\\ \\ \\\\\ \\� \\\\\\\\ \\\\\ \\ \\\\ \ \\\\\\\\ \\\\\\\\ \\\\\\\\ \\• \\ \\o \\\\\ \ • \\\\\\ \ \\\\\ m� \\\\\\ \\\\\\\\000 \\\\\A\\ \\\\• \\\\\\\ \\\\\\• \\\\\\\ \\\\Q\ \\\\\\• \\\\\\\ \\\\\\• \ \ \ •\ •\ •\ \ \ \ \\\\ \\ \\\\\\\ \\'\\\\\ \\\\\\\ \\\\\ \\\\ \\\\\\\ \\• \• \• \• \• \\ \\\\\\\ \\• \• \• \• \• \ \\• \• \• \• \• \ \\• \• \• \• \• \ \\• \• \• \• \• \ \\\ \\\ \\\ \\ Q\\• 4. zoo •C0 - \` 0 4.D9 62 oG 3' V 380.48 OW C-1 DISTRICT T(P) 382.8 2, 382.80 C 332.79 C 382.7 383.0 / 383.0/9' C 383' 08 C/ 383.0 383.3 383.26 C 1 3i8328 C i / 383.3 383.5 / 383.6/6 C 38627 C 383.6 383 ����. 083/BOC��g��G� Co.64C 8 383 9g 1 �• /°°c o9W G 283.15 C 83.9- o'6,� 83� 383.40 C N/v � o'd' N 1 x I c. o 0 Cd (-).' o I 1 C) }�384.2 oo3C A0C � V A b,4 �7 Nip3306 04. h \ 84 C C842538629 C g:r3 x �gA�3 38S s: S g9\'c 3 C 38s. 28 3g5 24 38 o �4 38-sS 385.E 385 r � 38S 5 RIOT ���86 86 0 80 98 85 C, • oQ 386 386 0 38 385 7 8556 C G9,/3 382.57��c 4C 15 30 60 90 Scale 1" = 30' LEGEND X X X / 10 11 12 14 15 16 18 19 20 21 22 24 26 29 30 31 32 34 38 39 40 41 42 4 44 4 4 4 • 49 50 EXISTING BUILDING TO BE DEMOLISHED EXISTNG AC PAVEMENT TO BE REMOVED EXIS77NG CONCRETE TO BE REMOVED EXIS77NG LANDSCAPING TO BE REMOVED SAWCUT LINE EXIS77NG TREE TO BE REMOVED UNDERGROUND UTILITIES TO BE REMOVED UNDERGROUND UTILITIES TO BE ABANDONED PLUG AND CAP END EXISTNG TREE OR BUSHES TO BE REMOVED REMOVE EXISTING CONCRETE CURB REMOVE EXISTING LANDSCAPE & IRRIGATION REMOVE EXISTING CONCRETE SIDEWALK REMOVE EXISTING CONCRETE V-GUTTER REMOVE EXISTING CONCRETE CURB & GUTTER REMOVE EXISTING ELECTRICAL BOX REMOVE EXISTING SITE LIGHT AND CONCRETE BASE REMOVE EXISTING AC PAVEMENT & AGGREGATE BASE REMOVE EXISTING FENCE REMOVE EXISTING SANITARY SEWER CLEANOUT REMOVE EXISTING STORM DRAIN CATCH BASIN REMOVE EXISTING DRIVEWAY APRON REMOVE EXISTING CONCRETE CURB RAMP REMOVE EXISTING CONCRETE RAMP AND HANDRAILINGS REMOVE EXISTING GAS METER REMOVE EXISTING GAS PIPE AND CAP AT R/W REMOVE EXISTING GATE AND APPURTENANCES REMOVE EXISTING STORM DRAIN PIPE REMOVE EXISTING SEWER PIPE AND CAP AT MANHOLE REMOVE EXISTING ELECTRICAL CABINET REMOVE EXISTING GATE KEYPAD REMOVE EXISTING ELECTRICAL CONDUIT REMOVE EXISTING AC UNIT REMOVE EXISTING ELECTRICAL TRANSFORMER REMOVE EXISTING SHED REMOVE EXISTING MONUMENT SIGN REMOVE EXISTING WATER METER REMOVE EXISTING AUTOMATIC SPRINKLER RISER REMOVE EXISTING STRUCTURE REMOVE EXISTING EQUIPMENT REMOVE EXISTING WALL REMOVE EXISTING TANK REMOVE EX. OVERHEAD POWER LINE PER PG&E REQUIREMENTS REMOVE EXISTING JUNCTION POLE REMOVE EXISTING CTV CONDUIT REMOVE EXISTING FIRE DEPARTMENT CONNECTION REMOVE EXISTING POST INDICATOR VALVE PROTECT IN PLACE EXISTING DOUBLE DETECTOR CHECK ASSEMBLY PROTECT IN PLACE EXISTING FIRE HYDRANT PROTECT IN PLACE EXISTING POWER POLE PROTECT IN PLACE EXISTING SEWER MANHOLE PROTECT IN PLACE EXISTING FENCE PROTECT IN PLACE EXISTING TREE PROTECT IN PLACE EXISTING WATER METER PROTECT IN PLACE EXISTING TELEPHONE BOX REMOVE EXISTING FLAG POLE PROTECT EXISTING TRAFFIC BOX IN PLACE PROTECT EXISTING TRAFFIC POLE IN PLACE PROTECT EXISTING TRAFFIC TELECOM BOX IN PLACE >- m REVISION a<a<a >- REVISION S5 a<a<a .' W g Q�OFESS/0Hq P SARYF4� ,�\'� R Fqy No. 65838 CIV11. \Q qTf yG� Z rn 71 OF CAL\FO�� R+WI ad Phc ION PLAN OF JBLIN BLVD FOR VARD OWNER, LP CALIFORNIA DATE JUNE, 2024 SCALE AS NOTED DESIGNER CR DRAWN BY VB JOB NO. A22024 SHEET C 3 ■ 0 3 OF 16 SHEETS T a) C cn CV N 00 0 N N LU w IZ 0 c F- w LU w H- w C) C) O N N N N O N 4. / 2-8",4- 0 W W W W W W W W W W W W W W W W W W W W W W W W • W W W W W JW 4 W W W W W W W W W W W W W W W W W W W W W W „A • 6 TR•\ \ i Gras469 \ \ Jr1 ,. �\ •1 T2 R • \ • \ O 0 \ •N p \ \ \\ \\ \\ 4/. HIGH14/4 J,580 • 08) DUBLIN BOULEVARD (R/W VARIES) (A PUBLIC ROAD) 'z O O�Q hOD 44/ Grass \ x b68°34'30'W 856.48' Ar rff 7 '�f /�/7 AmorAwN65°06'55E 16.69 �� ��A� Ar _ - — AarAf L Ar OH 156.04' x PROPOSED EVAE CD CD C-1 DISTRICT • 0 PROPERTY LINE 1 0 ' 0 4 a Asphalt — S39' '4/'W 55.10' (S39• °05'W)� ,N1T )NIONVHOM FEMA FLOOD ZONE X NO SCREEN Grass 24"TR• „OD INIMMINEW 0 OH TELE N21°34'00"W 749.99 BASIS OF BEARINGS v- O OH ` N68°34'301 314.42'- 176,21' TELE to Are, A 440 LArmer......w.firkAtc.m.AAjiwAyrArrSiErferAmrferA47:AtiALe:Aeriyarmr- 111;4' N6. 52'3."E 56.E " •� 6510'34"W 320.4 i ,— / I / I 'P?s. W _ Q , SEE ARCHITECTURAL PLANS FOR ARBOR AND FENCE DETAILS, TYP �TRrT Jlhl'HL CHJLI ICI' I II ainlink—_ /�— 00� BONE AE M-1 DISTRICT \1^ / /� �\ (S64= 70.25') ,� \V /� i—S64°1801"W 69.63 - ____ - - _ `i,-- --- �`_\ \\/\ \ \ \ / \\ \ \ \ \ \ \ \ W w W W Al W W W �� W I W W W W W ! W (S8124'W) — —S87'3g'11 "W 9696 08' �A \ \ \ ` '�6 XN OSCjie\ gQ�\ Fib N \ \ N =1; NN9,,. \ \ N FEMA FLOOD�O BOUNDARY \ \� \ °op N INSTALL MONUMENT SIGN P'7PPO'D • 4, 4,22, \\ N N \ \� (4 qF, \� so„ </\ \ 's SI1HT Vl IBILGLE TY /AN 1 126' PROPOSED EVAE 15' I tDSRSD 1 Gate 15 DSRSD \ \ \ OR 75 30 60 90 Scale 1" = 30' >- oo REVISION >- co REVISION R+WI ad Phc PRELIMINARY SI. 11711 DUBOFLIf FOR DUBLIN BOULEVARI DUBLIN, DATE JUNE, 2024 SCALE AS NOTED DESIGNER CR DRAWN BY VB JOB NO. A22024 SHEET C4 4 OF 16 0 SHEETS T 0 0 a- N o CO CC C' CD 0 N CD N N LU W 0_ cI F- W 2E W H- W CD cf Ohl C> O N N Q N N O N 4. 2-8",4-10,3-12"TR • 394. .2 391.9 / CB RE 385.60 /,? (FL 385.10.< SDMH RE 393.69 \\ 2 IE 378.48 181SD IE 378.48 EX 24uSD 0,� ��OO $r 1/0-)F GRADING LIMIT LINE -391.1\ Grass 3:' /390.7�-k/ 369.4S P-Fr' n0 3$, P 5C W W W 389 65+P-FE 6 v cc 0 0 /88 GRADING LIMIT LIN 4 DUBLIN BOULEVARD (R/W VARIES) (A PUBLIC ROAD) -FC / Concrete IQ' 8"TR • E(P) 8"RW(P) c$R°34'30"W 856.48' zz// / /// / // / / // CB 385 7 R E :r.2 E :r.1 Asphal link Fence Grasse RETAINING WALL BY OTHERS 386.5 386 38 , g'K 15"SDI AC Unit 00 / -BOW 387.9 HIGH/4/4 Grass / TOW 394.4 BOW 384.6 `'� N65°06'55E 16.69' �` .. e EIP)"" `Lv` 0 �o o CB 389.20 RE TRICT CB 4 386.89 RE IE 380 80 16" N IE 380.68 6 In 380 0 8' E SDMH �- RE 393.87 IE 378.64 3"SD IE 376.89 12"SD --If 376.89 EX. 24 "SD 4"W 55.10' (S39°05'W) 385\HDWL:1 0 8"RW(P) OH B 156.04' •24"TR '`) IC )16 RE1 / Concrete 'S C �) \cC 4 D 3 .11 RE I: 380.96 8 E) I 380.86 : W < nll SD PUMP ;' RE 384.25 393.49 `OQ ��� 4) 0 0 OQ �.,i �•. • TELE H N21°34'00"W 749.99 BASIS OF BEARINGS SSMH 384.66 RE IE 372.36 12"(W) IE 372.06 81N) IE 372.03 12 (E) 0�1 8"W(P)-8"W(p) JCC AlT(471ICI. w!!HL rLH/v.) rVrt '•� �� ° - ARBOR AND FENCE DETAILS, TYP ;" E F CURB-O-LET DRAIN -1 DISTRICT s = CURB 0-LET v RE 386.10 L 0 BOW 381.5 �1 UC 3875 Alk bawls , ism r r 1 r r UNIT B TRENCH DRAIN -!IRE 384.45 �SPILL CONTAINMENT VAULT <A�� D� FC FEMA FLOOD \RP \ K O�Q* �'O �Q OQ Q �ti RETAINING WALL BY OTHERS =I® CREEN TOW 389.6 BOW 384.3 onLre-te■ CTV FO(P TELE SSMH 381.83 RE IE 371.67 12 (W) IE 371.476"(S),12"(E) WA_ 20-111e I RETAIN /9*91-----*---wP-BF:011;ERS dommum med MITERED END IE 381.00 12" Ow 386.5 BOW 381.5 11711 Dublin Multi -Story Cc PH 3E Equip. Ill'IRENCH DRAIN &,IiL CONTAINMENT VAULT ,, ik RETAINING WALL BY OTHERS LOW 388.3 BOW 383.0 BY 01HERS BOW 3823 FEMA FLOOD ZONE __BOUNDARY UNIT D ----RETAINING WALL BY OTHERS SDJB RE 383.78 BOW 3823 ilk4A F OD POI co CTV 12"SS 138.21 5111"11 A-17.111 ;p7--- 930/4, EXCEPTION PARCEL 2 2921-401 OR 8"W(P) T(P) GRADING LIMIT LINE C-1 DISTRICT CD 1 :3/82./79 /C/ 382.7 3/8:08 C 383.0 --<.C., 383/37-38373/6 C ), \No i48/3009 ;8:4962 3 :348: 385 CB C 382.96 RE IE 381 IE 381 0,,,GRADING LIMIT 0,0 co 606, 386 C Co o 15 30 60 90 Scale 1" = 30' LEGEND • • EVAE FL FF HP LP PSE PV RE 23.8 X"SD • TC WLE STORM DRAIN CATCH BASIN STORM DRAIN JUNCTION BOX STORM DRAIN MANHOLE EMERGENCY VEHICLE ACCESS EASEMENT FLOW LINE FINISH FLOOR HIGH POINT LOW POINT PUBLIC SERVICE EASEMENT PAVEMENT RIM ELEVATION SPOT ELEVATION STORM DRAIN LINE TOP OF CURB WATER LINE EASEMENT OVERLAND RELEASE ARROW NOTE 1. CONTRACTOR TO INSTALL FULL TRASH CAPTURE DEVICE IN ALL STORM DRAIN CATCH BASINS PER CITY OF DUBLIN APPROVED DEVICES LIST 2. CURB RAMPS AND ACCESSIBLE PATH OF TRAVEL SHALL BE DESIGNED TO ENSURE THAT ADA SLOPE REQUIREMENTS ARE MET 3 ROOF DRAINS SHALL BE DESIGNED TO BE PLUMBED TO CURB-O-LETS TO SHEET FLOW TO TREATMENT AREAS. 4. CURB CUTS WILL BE PROVIDED NEAR BIORETENTION AREAS TO ALLOW WATER TO ENTER THE TREATMENT AREAS >- oo 1. REVISION >- oo REVISION R+WI ad Phc PRELIMINARY GRADING & DRAINAGE PLAN 11711 DUBLIN BLVD FOR DUBLIN BOULEVARD OWNER, LP DUBLIN, CALIFORNIA DATE JUNE, 2024 SCALE AS NOTED DESIGNER CR DRAWN BY VB JOB NO. A22024 SHEET C c n 5 OF 16 SHEETS CL CO N N 00 CO DOUBLIN BOULEVARD EX CONCRETE CURB AND GUTTER PROPOSED BUILDING 10' EXISTING GRADE 40' 15.5' TO 24.5' EXISTING LANDSCAPE 60' EXISTING GRADE 15.5' TO 24.5' LANDSCAPE 3:1 MAX SLOPE \ .\\ ,\\,\\/\//\//\//\\ Pr1 1 I J 11.37' TO 15.45' LANDSCAPE /\,/\//\xi\�i\� \ \ \ \/ /\ v . * � r� �T c; s; s s yLiyiyiyti�ti t. r::'�i' i' j "rj_S L"�C : .'' G G .,•" ?i' ei' i :l ii:. '�: _ = = =5 -t• .'��. ' '- -t'' ''``'�-"` " ",. ! _! -� !:! rs'''_."�.'''." ''" / / \\//\ \\\��\\ \\\��\\�\\�\/\/\/\ \ \\\/\/\/\/\/\/\//\/\\\/\/\/\\/\\/\\//\\\\/\\'/\/\ \\ \\\�/\/\/,\ (CONCRETE CURB CONCRETE CURB 18' PARKING 2% ± 65.37' TO 69.45' 30' DRIVEWAY 2% ± 6' SIDEWALK 35' DRIVE AISLE 2% ± \•v\.v\.�A\ AAAAA,vAA,VAA /AVA/AAiAA/VAA/AA//AA//AAA// //V, /,/////j/ //A/ /, //A 75' //i SECTION NOT TO SCALE CONCRETE CURB AND GUTTER CONCRETE V-GUTTER 12' LANDSCAPE 15' COMPACT PARKING CONCRETE STEP -OFF CURB / /A/ III```V//V/V/V/V/V/V/V// / /AAjAAjAAjAAjAAjAAjAAj, \ \ \ v VA VA/V/V/V/V/V/ / / / / /, /, /, CONCRETE CURB PROPOSED BUILDING 26' DRIVE AISLE SECTION NOT TO SCALE a5' z� TRUCK DOCK DOORS TRENCH DRAIN TRUCK DOCK 2% ± TRUCK YARD 3% f KEYED CONCRETE � CURB AND GUTTER •.,,..-....-r._ ...,,�,.-t..-.�, ,,.,.... - - - _..•�--..:�..„v..-...sr.- ...,x..-t�•.x•c-...z-r.. ...7.7./‹.,x•,..t...,,�,•..v......r. . -�' t .-t--•.v.. .r. . -.. % ..-t-•.t-. .r. r-•. % t - - - - �c.• Y• v �. �• �• �• v Y• ��. -�• ��• r�`�N �: %: ��• %• �• Y• �• v r• v �• �• �••�• v Y• �•�� ���•�L•�Y.•��b M..1.H.H.h�HYI•�iNN �H.H.h.N.••5'iN.I ..•.• r�i• -I•�I '� . ��• ' • Y. 'v. Y• H '�-• +�• ' . r• 'v. '• � '"-• -%• a.�i., _c, _�.,a�., _�., _�.•._�,�i.• _�•"_ia� • i • �i _�•"_%•a�.•._�, �.,__a,�i.,a�.,�i,aa_ �-- �.. a.�i.'�r•'�i'.�i'�i'.Y _�_'`�4_�"'�_ �� ��: , . r�er��� .�,_..t_..�_ 4_.. ...... ...... _ // / / // / / / // / / / &/, / / // / // /‹.. / / /\/ / / /\ / / / / /\ r.. �'+ •c + r i r + •x.•�.- �\ �\ /\\/\\/\\/\\ ,\\'\\ \ \�\\�\\,�\\�\\ \\ \\i\\i\\\/\\\\//�\//' /// // i. /\\/\\/ X/A/A/A//A/A /////A/A/A/A/A//A//A//A//A/A//A//A/ V//AA/v 18" Bl0-TREATMENT 1'O i �k\�//\\\\\\\//\\\\%\\\\\\\\\\\%\\\\\\\\\\\\\%\\%\\\%%%\\%\\\ 12" MIN CLASS II PER aLE/MA 1R%AZ/ /ice /A A ice ice A A A ice ice A A ice A ice A A ice ice A A A ice ice A A / 2.5' 3:1 MAX. SLOPE h VARIES BIORETEN17ON BASIN 3% ± 0.67' 1.5' SWALE DUBLIN BOULEVARD 1' MIN UI 12" DEEP LIFT AC PAVEMENT 5' CITY OF DUBLIN CURB AND GUTTER 42.09' TO 40.62' R/W 3.98' TO 10' 10' 11.44' TO 16.64' 6.46' 1.5' LANDSCAPE a 5' 8' HIGH MAX RETAINING WALL CONCRETE CURB VARIES TEMPORARY DRAINAGE EASEMENT 1.5' SWALE 9.15' TO 15.04' VARIES 5' 13' CITY OF DUBLIN SIDEWALK DRAINAGE EASEMENT EXISTING GRADE SECTION EXISTING 24" SD VARIES 15'-19' NOT TO SCALE VARIES 34'-41' SECTION NOT TO SCALE a67' 2' C4) PROPOSED BUILDING BIORETENTION BASIN 3:1 MAX SLOPE 18" Bl0-TREATMENT SOIL MIX 12" MIN CLASS II PERMEABLE MATERIAL R/W BIORETENTION BASIN / / / / / / / / / / / / / / / / / / / / / % / / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ EX/STING TELECOM CONDUIT PROTECT IN PLACE 3:1 MAX SLOPE VAVA /VA,AVAz&S&&&SS< </ 18" BIO-TREATMENT SOIL MIX /\ 12" MIN CLASS II PERMEABLE MATERIAL \ DUBLIN BOULEVARD VARIES 100. 00'-105.36'± 4' HIGH MAX RETAINING WALL 3:1 MAX SLOPE 40' 7' EXISTING FENCE x "/\/ /���/j�/jam/j�/j/ /,' \/ VARIES 1.5' I NI 6.17' LANDSCAPE CONCRETE CURB 26' DRIVEWAY 4% ± CONCRETE CURB AND GUTTER .\.\\ ,\\ .A",\\,\\\\\ \\,\\\\\\/\\\/\\\i\/\//*/" /X /i SECTION 18' PARKING KEYED CONCRETE CURB AND GUTTER ±1.2% /\/\\/\\ ,\\ ,\\ A\ .\\ ,\ .\ SECTION NOT TO SCALE NOT TO SCALE 26' 783' LANDSCAPE 18' TO 20' AUTO PARKING FEMA FLOOD ZONE AE EXISTING GRADE N N N N fv—FEEX/ScT1ENG N 1 N EXISTING GRADE N N N 18' N PARKING ±1.5% N N N CONCRETE CURB N N N N N CONCRETE CURB A /"/\// /\ /\ / "\/\\,\\ /\\ /\\ ,\\ ,\\,\\\,\\&/\\A\/\ /A /\ " /\ R/W 50' MON LINE VARIES 50.00' 55.36'± L — — 11' RIGHT TURN LANE 7' BIKE LANE 11' THRU LANE 11' THRU LANE EXISTING GRADE 12' LEFT TURN LANE L SECTION 4' MED/AN 11' THRU LANE 11' THRU LANE 6' BIKE LANE 1' MIN NOT TO SCALE 12" DEEP LIFT AC PAVEMENT VARIES VARIES 2.85' 6.35' 13.65' 7.15' ' I � 10' SIDEWALK MOSIrnii CITY OF DUBLIN CURB AND GUTTER CITY OF DUBLIN SIDEWALK 7' TO 9' SIDEWALK j /VAA/VAA/V��� 9, SIDEWALK ±1% I: PROPOSED BUILDING 0 PROPOSED BUILDING >- m REVISION a<a<a >- REVISION a<a<a /SARY\ ce Q�OFESS/OHq No. 65838 CIVIC. �Q qTF 71 OF CAL‘FO�� R+WI ad Phc YPICAL SEC 11711 DUBOFL FOR [N BOULEVAI DATE JUNE, 2024 SCALE AS NOTED DESIGNER CR DRAWN BY VB JOB NO. A22024 SHEET C 5 ■ 1 6 OF 16 SHEETS 2-8",4-10 394 0_ N O 00 CO r &D _ „r;) JAN (s\ e_o 391.1 389.26 390 393.2 / w k-391.9 / / w 389.48 P-6C / 393i�' •10"",391. 393.1 CBr, 3492. -k, 'RE 38560 w TR• 1.� , ,290.FL 38510. V \x 392 b/ / Gras SDMH RE 393.69 •12"TR IE 378.48 18"SD �2 2 IE 378.48 EX. 24 "SD 391.0 \ / <2.8- , 6 TR•- 9 Grass/ 380.8 / / -391.4/ /� / //��� / w P FC"*� * 389.65*P-FE < / 0* • \ N 49 4) F0 388.35 P-F 388 48 P-FC 10-1 38 7.3 S80 SSMH 381.83 RE IE 371.67 12 (W) IE 371.476"(S),12"(E) DUBLIN BOULEVARD (F / vv v, rciiS) (A PUBLIC ROAD) 8"TR• E(P) 8"RW(P) S68°34'30"W 856.48' CB 389.20 RE •8"TR f/ / / 38 74/P-FC / / / / // / Asphal ,,----Chainlink Fence jihIIUlIflI POW 388 4-1.,P\ 3 3RE IE 380. 9,6' (E IE 379.74 1DN:N�'S ���• E 379.66 12' '‘S \I \ Gras\ ti N65°06'55"E 16.69' Grass STRICT li1T Racks CB ^'c5 386.89 RE IE 380 80 6" N IE 380.68 6&` I 380'40 81(� SD PUMP RE 384.25 Concrete B8RD 8"RW(P) to 0 Ln � 1, c-44.69' 4g2.16 / IE 47 .•916"(,TNRU) M-1 DISTRICT FDC. PIV a- UPGRADE EXISTING PEDESTRIAN CROSSING BUTTON TO CURRENT ADA STANDARDS TRAFFIC SIGNAL POLE TO REMAIN. TRAFRC SIGNAL TO BE UPGRADED FOR _ A PROTEC7ED LEFT TURN SIGNAL Grass 8"FS UNIT B qe 385.69 RE I 382.69 8"(W) TRENCH DRAIN 11 in RE 384.45 Grass VONE co 07) cp AlNO TRAFFIC SIGNAL POLE TO REMAIN. SSMH 384.66 RE OH TELE 8U"Pw(GPRkEcNIS77NG PEDESTRIAN CROSSING BUTTON TO CURRENT ADA STANDARDS 382.96 P-FC POLE TO REMAIN. CB RE 386.10 IE 381.49 -7RENCH DRAIN - SPILL CONTAINMENT VAULT Err <77J RE 384.59 RE 384.53 PD DISTRICT I UNIT C TRAFFIC SIGNAL TO BE UPGRADED FOR A PROTECTED LEFT TURN SIGNAL UPGRADE EXISTING PEDESTRIAN CROSSING <BUTTON TO CURRENT ADA STANDARDS BASIS OF F" FO(P) 77?AFFIC SIGNAL POLE TO REMAIN. (P) TRAFFIC SIGNAL POLE TO REMAIN. MITERED END 11711 Dublin Multi -Story C Equip. SPILL CONTAINMENT VAULT 1 DISTRICT 4)'` BUBBLER RE 382.50' 00,0 ZoN 111 Boul 6,64 AC Urat uilding SDJB RE 383.783N, RE 382.30 9. 4)98 co co co 4)93 CTV 8"RW(P) 10"W P spisr714`,LitiRIATEINRE4x;:;07 1.73M1 /7379.506"13"1111 tsphalt 'SDMH CB RE 380.00 FL 379.50 Transformer ZONE -SCR N OD UN LJUUNIJA SDMH pc," -Ye RE 385.053 )s384 RE 383.68 RE 382.50 FL 382.00 9 4/ 149 EXCEPTION PARCEL 2921-401 OR 8"W(P) OVERHEAD ELECTRIC POLE TO REMAIN. -c_07RHDE /AsD TRELicEC7TRIC POLE TO REMAIN. ID O ucii'oro(juis:c.; 383.343/8/3.830:6/C/c/ 383.0 co 9)<°. C3' 8B 2.953 6'384 R\C3C:: 5.9 63C8 -C:\511:::\,.38;."':::\ C13 i\ C 385 re wyE RE 385.77 IE 379.92 EX. 12"SD IE 379.92 EX. 12"SD IE 380.28 12"SD EX OUTFALL Top 60 90 LEGEND ASR RE TC WS X X FS SS COTG A • • SSMH• SDMH • AUTOMATIC SPRINKLER RISER RIM ELEVATION TOP OF CURB WATER SERVICE EXISTING UTILITY TO BE ABANDONDED BY REMOVAL FIRE SERVICE SANITARY SEWER CLEANOUT TO GRADE STORM DRAIN LINE AREA DRAIN STORM DRAIN CATCH BASIN STORM DRAIN JUNCTION BOX STORM DRAIN MANHOLE BACK FLOW PREVENTION DEVICE FIRE DEPARTMENT CONNECTION FIRE HYDRANT & VALVE POST INDICATOR VALVE SANITARY SEWER MANHOLE SINGLE CHECK VALVE STORM DRAIN MANHOLE WATER METER BOLLARDS >- oo REVISION >- co REVISION R+WI ad Phc PRELIMINARY U 11711 DUI FO DUBLIN BOULEV, DUBLIN, DATE JUNE, 2024 SCALE AS NOTED DESIGNER CR DRAWN BY VB JOB NO. A22024 SHEET C a n 7 OF 16 SHEETS N 00 co 6 CV O N N CL LU w 0 H- w 2E w H- w c� 0 N O N N N N O N <s 2-8,4-10—1''TR. k)( N89 s8o DUBLIN BOULEVARD VNI"CIL3) `h1 ruDLIC ROAD) 1Q. 14"TIR• 8"TR• E(P) QA2°34'3n"W 856.48' CB 389.20 RE 8"RW(P) > N65°06'55E 16.69' "OQ O.s , cht'. A0 4�� 'O. BIORETENTION SIZING CALCULATIONS Area No. Area (SF) Area (AC) Landscape (SF) Landscape (AC) Imperv. (SF) Imper. (AC) Treatment Area* (SF) Treatment Required (SF) Treatment Provided (SF) Sizing Ratio (%) Type of Planter 1 72,340 1.661 9,970 0.229 62,370 1.432 63,367 2,535 2,387 3.77% Bio-Retention Planter 2 9,403 0.216 2,152 0.049 7,251 0.166 7,466 299 325 4.35% Bio-Retention Planter 3 45,287 1.040 10,410 0.239 34,877 0.801 35,918 1,437 1,193 3.32% Bio-Retention Planter 4 70,476 1.618 5,589 0.128 64,887 1.490 65,446 2,618 2,087 3.19% Bio-Retention Planter 5 119,910 2.753 10,318 0.237 109,592 2.516 110,624 4,425 3,827 3.46% Bio-Retention Planter *: Total Treatment Area is equal to Impverious Area + 0.10 * Landscape Area. 8'RW(P) > 'Cr') OH B 156.04' 2'SS SSMH 384.66 RE IE 372.36 12"(W) IE 372.06 8"(N) IE 372.03 12 (E) 8"W(P) N21°34'00"W 749.99' BASIS OF BEARINGS J 1 - 8"W(P) 'pc) O �1�� (7 ^)�°' FEMA FLOOD O BOUNDARY (oe CTVFO(P) N68°34'30"E 314.42' 176.21' 8"W(P) H \ X� 9;1- TELE SSMH 381.83 RE G(D) IE 371.73 6" (NW) IE 371.67 12 (W) IE 371.476"(S),12"(E) CTV 8"RW(P) - 12"SS SEE NOTE 138.21 0 (7 (7 T(P 380.48 BW - - EXCEPTION PARCEL 2 2921-401 OR 8"W(P) T(P) FO(P 0 15 30 60 90 Scale 1" = 30' LEGEND ■■■■■■■ IF NATIVE MATERIAL IS USED FOR SIDE SLOPE, RELATIVE COMPACTION OF SUBGRADE TO BE SIMILAR TO ADJOINING NATIVE SOILS SIDE SLOPE 1 3 C-1 DISTRICT LLB SLOPE VARIES NATIVE SOIL 2% MINIMUM 1,111,111,111,111,111, SLOPE TO UNDERDRAIN —111 H 1—H 1 1 I 1 1 I I 1 I I-1 11— II-1 I— IIIIIIIII =1=1=1=1=1 I I I I I I 1 11 1 11 I I_ i i ii i iITI1 1 11 I I 111 BIO—TREATMENT SOIL MIX (BSM) PER SPECS. DO NOT MECHANICALLY COMPACT TRIBUTARY AREA LIMITS BIO—RETENTION TREATMENT AREA CLEANOUT WITH CAP AT FIN. GRADE (SEE MUNICIPAL STD. DRAWING) BEGINNING OF LINE VARIES (AS NEEDED) 2" FREEBOARD j 4" MIN./ Ilh�hc 1 11111�VARIES.— III I'fDIA. PERFORATED OR SLOTTED SLOPED UNDERDRAIN (SLOPE CAT 0.50% MIN.) WITH PERFORATIONS DOWN. SEE PLAN FOR L>, CONNECTION TO C.B. AND FOR INVERT ELEVA770N 0 MIN 12" OF CLASS II PERMEABLE ROCK PER CAL TRANS SPECIFICA T10NS CB 382.96 RE IE 381. IE 381 <0 CD V a) C) 85 2-8"(W) 61 12"(S) RICT co 2h2 73 CB 384.58 RE IF 381.49 6"( �s \ Tq A 5 TOP PLACE 4" MIN. DIA. APPROVED COBBLE 0.2 FEET BELOW CURB OPENINGS FOR DISTANCE OF 2' EITHER SIDE OF CURB OPENING OPENING IN CURB SEE PLAN FOR LOCA T10N 71 —I II lliillll� l I11 -4 MIN. — SET BOTTOM OF CURB PER GEOTECHNICAL REPORT TO AVOID WATER INFIL TRA 7/ON UNDER PAVEMENT PLACE GEOTEXTILE BETWEEN COBBLES AND NA Tl VE SOIL FOR EROSION CONTROL UNDERDRAIN CLEAN OUT WITH RIM TO FINISH GRADE. SEE UTILITY PLAN FOR LOCATION AND INVERT NOTE: SURFACE AREA OF THE BIO TREATMENT SOIL SHALL EQUAL 4% OF THE AREA OF THE SITE THAT DRAINS TO TREATMENT MEASURE, UNLESS SIZING CALCULATIONS ARE SUBMITTED DEMONSTRATING THAT PROVISION C.3 REQUIREMENTS ARE MET USING A SMALLER SURFACE AREA. N BIO-RETENTION DETAILS NOT TO SCALE NOTES 0 1. ALL CATCH BASINS IN BIORETENTIONS SHALL BE EQUIPPED WITH AN OLDCASTLE INFRASTRUCTURE FLOGARD CA TCHBASIN TRASH SCREEN INSERT, FLAT GRATED INLET STYLE DROP IN BASKET, OR OTHER APPROVED CASQA APPROVED TRASH CAPTURE DEVICE >- m REVISION s' a<a<a >- REVISION ti ce Q�OFESS/0Hq P SARYFz� ,�-'� R Fqy No. 65838 CIVIk. �Q qTf yG 71 OF CAL‘FO�� R+WI ad Phc PRELIMINARY SWQCP 11711 DUBLIN BLVD FOR DUBLIN BOULEVARD OWNER, LP DUBLIN, CALIFORNIA DATE JUNE, 2024 SCALE AS NOTED DESIGNER CR DRAWN BY VB JOB NO. A22024 SHEET C 7 0 ■ 8 OF 16 SHEETS T cn 6-18-24 05:32:15 PM d N N N LU W 0_ c F- W LU W H- W O N N N N O N 4. � \ Gras \ • •12"TR • FIRE HYDRANT o so c Crass \ \ \ \ \ \ \ \ s8o DUBLIN BOULEVARD (R/W VARIES) (A PUBLIC ROAD) FIRE HYDRANT 14"TR• 8"TR• G x �� rass \ ",...\- ` 1— GrassTr / _ J FFi x OH 24"TR• a link _Een�L — / \ZONE AE _toA fL00� M-1 DISTRICT /�33 GB \\ \ I OH N N N TELE i 0 OH TELE N21°34'00"W 749.99 BASIS OF BEARINGS \ pN4 \_____ `XNOSCEEN OH \ CI C I C C C I C v O C \x \ \ \ \ \ \ CNN FEMA FLOOD-- O BOUNDARY I I OH \., Nt- <''''' co N AL_ _A/111110111 4,.•,-, rA vim • 1 , Chainlink Fence • custom FIRE HYDRANT C-1 DISTRICT CD 0 FIRE HYDRANT RICT NNN 75 JO 60 90 41.15 8.03 18.38 feet Width :8.00 Track :9.07 Lock to Lock Time4.0 Steering Angle :33.3 >- oo REVISION >- Do REVISION R+WI ad Phc FIRE ACCESS PLAN 11711 DUBLIN BLVD FOR DUBLIN BOULEVARD OWNER, LP DUBLIN, CALIFORNIA SCALE AS NOTED DESIGNER CR DRAWN BY VB SHEET C8 0 • 9 OF 16 SHEETS 6-18-24 05:32:20 PM N O N CL LU w F- w LU w H- W C) (V O N N N N O N 4. • 10"TR \ 2-8,4-10 -1 'TR• \ \ /V 6'TR \ \ -..,\,, N� \ \ Gras \ \ / /\� \ •1 T2 V • V A C Grass • 188 �\-_ \ \ '\ \ \...„ \ \ \ \ \ \ \ \ //. Sit DUBLIN BOULEVARD (R/W VARIES) (A PUBLIC ROAD) 14"TR• /, 8"TR • Gras\ oe I OH 24"TR• .1.0 GrassTr —/i/� / _ J /i /�/ /� /// �%// / / P FEMA FLOOD ZONE X NO SCREEN V\\O VO/ 15. 7/ X / x— oD voNE AE �� EWA ft-° M-1 DISTRICT „ \\ \\— /% �\ \ \ ` �, \ /,-- �I- OH 8. TELE OH TELE N21-34'00"W 749.99 BASIS OF BEARINGS —I ,X- C • OH \ I C I C C C I C \ \ \ /\ \ FXNo \ \ ` \ \\ \\ \ \ \\ \ \ \ \ \\\ \ \ \ SCRei\ v— UCK s C FEMA FLOOD BOUNDARY \ `N N . N qF 4-. \,,,.,N co N � O DUMIT.TRASH TRUCK m.dimsCustom A OH J • \ •■ POD uivt dUuNL)/'Y N N N \\\\\ \ 4' IWO" c--_ C) �■ C) I C) ftmmi'I cam• U N 10 0 Chainlink Fence NI C-1 DISTRICT 0 / J7 /' c / / / / / 1 / / / / / / / / / / / / / / / / / / / / / / / / / \ / / \ - L RI CT 75 JO 60 90 32.50 Width Track Lock to Lock Time Steering Angle feet >- oo REVISION oo REVISION R+WI ad Phc RUCK OF IUBLIf FOR EVARI SCALE AS NOTED DESIGNER CR DRAWN BY VB SHEET C9 0 • 6-18-24 05:32:26 PM Grass • 10"TR 2-8,4-10 'TR• \ \ ,„ 6'TR Gras \ \ /\o, •1 \\ / \ -7\ \ \\ �\ •18T, i —_- DUBLIN BOULEVARD (R/W VARIES) (A PUBLIC ROAD) \ \\ < \� Grass \ �• I \ \ \ S80 OH FEMA FLOOD ZONE X NO SCREEN x „ '`\ \ OOD \ZONE A \+mi�� \ \ �i�iE \ /j1(S64 70.25 ) \\:\\ 3:_\ a inli�k�e� c M-1 DISTRICT \ (S8124'14/), NO OH TELE OH TELE N2L34'00"W 749.99 BASIS OF BEARINGS v— O _ SCRee� FEMA _ \ 11711 Dublin Multi —Story C PH 3 •4 69Q \�J FLOODZO BOUNDARY \ N °°e) N N (42>° 9e \ O 1 co N. N. N. \ 5- • ok CD 0 CD CD LU LU GD hainlink Fenc C-1 DISTRICT i / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / \ G N x / N L N N N N GD N N N N GD N N N N N N N N N N A N N RICT N N N N N N N N N N N N 0 15 30 60 90 15.00 �i --I- Scale 1" = 30' 53.00 3.00 45.50 4.00 19.50 WB-67 Tractor Width Trailer Width Tractor Track Trailer Track 0.00 feet :8.00 :8.50 :8.00 :8.50 U V Lock to Lock Time Steering Angle Articulating Angle :6.0 :28.4 :75.0 >- m REVISION a<a<a >- REVISION S5 a<a<a ti 1.0 Q�OFESS/0Hq P SARYF�� R F Nqy No. 65838 CIVIC. �Q qTf yG� m 7' OF cm.. Fi R+WI ad Phc TI OF )UB EV FOEF DATE JUNE, 2024 SCALE AS NOTED DESIGNER CR DRAWN BY VB JOB NO. A22024 SHEETC. 11 OF 16 0 • 0 SHEETS T C 0_ 00 co N M O N N O N N LU w 0 CL F- w LU w H- w 0 (V O N N N N O N 2-8", 4-10 e<<s' Cis JCJ op 0 r • 10"TR TR• \ \\ \ 6'TR Gras \ / \o, •1 R •v y\ Grass DUBLIN BOULEVARD (R/W VARIES) (A PUBLIC ROAD) —_— \ \ \n\ • 18 T \ \ \ \ \\ \ \ \\c A V / /i\ Ch°ni_ \ , \ ^b\ Asphal ....--Chainlink Fence s8o —1 DISTRICT UNIT B Concret H D 4 Q Asphalt � D OH o� FEMA FLOOD ZONE X NO SCREEN Grass X 24"TR• ainIiLik PD DISTRICT t / fL00D ON M-1 DISTRICT +mil �� �\\5�i E \ i_ j �(S640O9'W 70.25') 3 3 G �'\ \ ______\:\ .l \' �1 mod; (S8124'w), x \ \ PD DI TRICT Grass L T Racks OH TELE ib- 0 N2C34'00"W 749.99 BASIS OF BEARINGS v— O 11711 Dublin Multi —Story Cc PH 3E Equip Boul yard nc. Lidding.64 AC unit E V V Asphalt \ \' 46g° J \ \ \ FEMA FLOODZO BOUNDARY N \ OH Es 117 Transformer TELE AASHTO 20 (US) JNITD U 0 U MA OOD \�O�l 719 UNt bUUNIJA co N IMP W ' N (N892' '<1 x 0 LU LU hainlink Fenc C-1 DISTRICT X L RICT \ N N yy N 0 15 30 60 90 15.00 Ii --I Scale 1" = 30' 53.00 3.00 45.50 4.00 19.50 WB-67 Tractor Width Trailer Width Tractor Track Trailer Track 0.00 feet :8.00 :8.50 :8.00 :8.50 U V Lock to Lock Time Steering Angle Articulating Angle :6.0 :28.4 :75.0 m REVISION a<a<a oo REVISION S5 a<a<a 4tiNs Lo Q�OFESS/0Hq PR SARYFz� FgyyG No. 65838 CIVII. �Q qTf rn 1 OF cm.. Fi R+WI ad Phc URNING )F BLIN BLVD OR /ARD OWNER, LP CALIFORNIA DATE JUNE, 2024 SCALE AS NOTED DESIGNER CR DRAWN BY VB JOB NO. A22024 SHEETC 12 OF 16 O • SHEETS 1 T a) co 05: 32: 45 PM CO w CD CL CV O N N Iz w a 0 cI F- w LU w H- w 0 (V O N N N N O N NUMBER COLOR CHART EASEMENT USE IN FAVOR OF GRANTED BY DISPOSITION 1 ++++++++++ ++++,+++,+++,+++,+++ + + + + + + + + + + TRAFFIC SIGNAL EASEMENT CITY OF DUBLIN HEXCEL CORP. TO REMAIN 2 ACCESS EASEMENT DUBLIN HILL INC. HEXCEL CORP. TO REMAIN 3 COMMUNICATION EASEMENT GTE SPRINT/PG&E HEXCEL CORP. TO REMAIN 4 PG&E AERIAL & UNDERGROUND EASEMENT PG&E HEXCEL CORP. TO REMAIN 5 0 0 0 °0 000 0 °0 r ,In 0 0 c? 10' WIDE DRAINAGE EASEMENT DUBLIN HILL INC. HEXCEL CORP. TO REMAIN 6 I,. III I 1 10' WIDE TEMPORARY DRAINAGE EASEMENT DUBLIN HILL INC. HEXCEL CORP. TO REMAIN I I I I I I I I I I 7 / / A 10' STORM DRAIN EASEMENT CITY OF DUBLIN HEXCEL CORP. TO REMAIN 8 STORM DRAIN EASEMENT STATE OF CA MR. & MRS. KOLB TO REMAIN 9 TEMPORARY DRAINAGE EASEMENT STATE OF CA/PG&E HEXCEL CORP. TO REMAIN 10 TEMPORARY DRAINAGE EASEMENT STATE OF CA/PG&E HEXCEL CORP. TO REMAIN 11 ABUTTER'S RIGHTS RELINQUISHED STATE OF CA HEXCEL CORP. TO REMAIN TI 1 I I PROPERTY LINE Grass W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W DUBLIN BOULEVARD (R/W VARIES) (A PUBLIC ROAD) / Er // / / / / WAhir \ \ (3S2•08) seo ancrete /fP Ik / /< siy • / P Asphal ,---Chainlink Fence / // PD DI TRICT Grass Orr Racks Concret I I I I LJrI d V S62°24'05"W -1 DISTRICT a 4 asphalt a \ OH Grass OH TELE OH TELE N21°34'00"W 749.99 BASIS OF BEARINGS v— O / i / / / 1x — - / i. /fix******x x * * x x x x x ti *x k*x AINO ANNO yi� WINO / NOW. A3 ONIOHVHOAi W W °Ae ownewv NVA FLO D ONE /9 N Fr r r UNIT B FEMA FLOOD ZONE X NO SCREEN Grass UNIT C PD DISTRICT x aixllnk�en , ONE AE M-1 DISTRICT ' S64°09'W 70.25'). �° ( °o•.614•A -- �(S812� 11711 Dublin Multi —Story Cc FF= 36 Equip. V Z Asphalt Asphalt �\ W Nam. W NW W W \\ W W W NF8°34'32"F 314.42' B oul,vard nc. Lidding 6.64' %VEXNOsc\ \69Q\ 4 \ \ �\ \ \\\ FEMA FLOOD ZO BOUNDARY I, 4 4.22' N69°52'30"E 564' (58.76) Asphalt Shull U N LU 138.21' EXCEPTION PARCEL 2 22--------2921401 OR C-1 DISTRICT / / / / / / / / / / / / / / / / / / / / / / / / / \- / / / PROPERTY LINE N N N FE ' FLOO � N. o,96 N \ \ �i1,j]. '9F 0 \ \ N' \ Nso 0 \\ \ \ \ \ N N \ N.......,,,,. Transformer 0 15 30 60 90 Scale 1 " = 30' >- m REVISION s' a<a<a >- REVISION S5 a<a<a ti,�N W Q�OFESS/0Hq P SARV R FgyyG� No. 65838 CIVII. �Q qTf rn 71 OF cm.. Fi R+WI ad Phc ING EASEMEN 11711 DUB FOR 1BLIN BOULEW DATE JUNE, 2024 SCALE AS NOTED DESIGNER CR DRAWN BY VB JOB NO. A22024 SHEET C 1 13 OF 16 1 SHEETS ■ 0 05: 32: 47 PM N CD 00 CL (V O N N Ir w IZ 0 cI F- w LU w H- w 0 (V O N N N N O N NUMBER COLOR CHART EASEMENT USE IN FAVOR OF GRANTED BY DISPOSITION 1 INGRESS/EGRESS & UTILITY EASEMENT DUBLIN HILL INC. HEXCELCORP. TO BE VACATED 2 %�%�%�%�% .\�\\�\\�\\�\\/ PUBLIC UTILITY EASEMENT STATE OF CA/COUNTY HEXCEL CORP. TO BE VACATED PROPERTY LINE \ \ \ \ \ \ \ \ \ \ \ \ DUBLIN BOULEVARD (R/W VARIES) (A PUBLIC ROAD) // (3S1 2 08) seo oncrete Asphal ��\ai�linl< Fence / Concret Air OH MIMII =►MP IRIMO11 IMP'. MN MII/II.-111 � I' �r Iur' iI'i —1 DISTRICT o a asphalt Gras UNIT B FEMA FLOOD ZONE X NO SCREEN 7/ Grass WINO ONO.. A3 r t x aixlink�en \zONE PD DISTRICT A -(LOOD M-1 DISTRICT \iE (S64 70.25')- U PD DI TRICT Grass OP - Racks \ / N N OH TELE N21°34'00"W 749.99 BASIS OF BEARINGS v— O 11711 Dublin Boul Multi —Story Conc. FF= 3:6.64 Asphalt ZONE NO SC Ee\ 45,9 Q j \ Equip. AC Unit V Asphalt OH 1\[F8°34'3F"F 314.42' yard uilding \\ \ \ \\\N FEMA FLOOD ZO BOUNDARY FL 00 I I ooa TELE Transformer OD Uivt dUUIvDH N N \ �\ <>O/ \� N N N 21 Asphalt \\� 23'70„w alb a) U N LU 138.21 EXCEPTION PARCEL 2 pp--------2921401 OR C-1 DISTRICT / / / / / / / / / / / / / / / / / / / / / / C / PROPERTY LINE C C C N 0 15 30 60 90 Scale 1 " = 30' >- m REVISION s' a<a<a >- REVISION S5 a<a<a ti Lo Q�OFESS/0Hq P SARYFz� ,�-'� R Fqy No. 65838 CIVII. �Q qTf yG rn 71 OF cm.. Fi R+WI ad Phc ITS TO F UOBLIN BL FOR EVARD 0 DATE JUNE, 2024 SCALE AS NOTED DESIGNER CR DRAWN BY VB JOB NO. A22024 SHEET C 1 14 OF 16 1 SHEETS ■ 1 0 NCD N00 CD 01 w CD CL CV O N N LU W 0_ c F- W 2E W J H- W CD cf (V O N N N N O N NUMBER COLOR CHART EASEMENT USE IN FAVOR OF GRANTED BY DISPOSITION 1 \\\\\\ PUBLIC SERVICE EASEMENT CITY OF DUBLIN DUBLIN BOULEPVARD OWNER,LPROPOSED 2 DUBLIN SAN RAMON SEWER DISTRICT EASEMENT DUBLIN SAN RAMON SEWER DISTRICT DUBLIN BOULEVARD OWNER, LP PROPOSED 3 EMERGENCY VEHICLE ACCESS EASEMENT CITY OF DUBLIN DUBLIN BOULEVARD OWNER, PROPOSED 4 y` *. `.:,- , yy : �� y `: -* PUBLIC SIDEWALK EASEMENT CITY OF DUBLIN DUBLIN BOULEVARD OWNER, LP PROPOSED 5 ;<1<Z6<</��-(1- C<<. ��( �I < �<<i<< STORM DRAIN ACCESS EASEMENT CITY OF DUBLIN DUBLIN BOULEVARD OWNER, LP PROPOSED 6 ��\ SEWER EASEMENT (EITHER PRIVATE OR DSRSD) ENTERPRISE LLC OR DUBLIN SAN RAMON SEWER DISTRICT DUBLIN BOULEVARD OWNER, LP PROPOSED 7 I' 11III' 111II'11 III' 111111 i " H " " I"I"I"I"I" "I"I"I AT&T EASEMENT AT&T DUBLIN BOULEVARD OWNER, LP PROPOSED 8 PUBLIC UTILITY EASEMENT CITY OF DUBLIN DUBLIN BOULEVARD OWNER, PROPOSED EXISTING ELECTRICAL TO CB REMAIN IN PLACE 389.20 RED -JT FO 4) EXISTING WATER TO REMAIN IN PLACE 0 65/ D I �o 10"w(P) EXISTING JOINT TRENCH TO REMAIN IN PLACE EXISTING JOINT TRENCH TO REMAIN IN PLACE IEXISTING SANITARY :\ / SEWER TO REMAIN ' IN PLACE / . EXISTING FIBER OPTIC TO REMAIN IN PLACE PUBLIC SERVICE EASEMENT DETAIL 30"W a EXISTING FIBER OPTIC TO REMAIN IN PLACE ,e;'r''I I11 I I I�I�I'I'I II II';II 1 I II r 1' I;I I�lill ll'. ' I'Ill lj �'I III I I 1111 I EXISTING SANITARY SEWER TO REMAIN IN PLACE I' QH\f31E�L� IiI ,1r'!'" 3.7 _ SCALE: 1"=20' e<<s \S JCJ viz// N e �\�J PROPERTY LINE +7' 41(P';‘) f / / / / // // / W W W � W ' W W W W / \\ \ \ . <Gras .47 s8o 0 /' / \ / A / v / N 'c--L'' 14011111111111 i OH TELE _ LAZA,A4N. • N21°3400"W 749.99' BASS OF BEARINGS — > 12"SS2"SS"SS 0�1 0 OH 12"SS SSMH 384.66 RE IE 372.36 12"(W) IE 372.06 8" �N) IE 372.03 12 (E) 0�1 8"W(P)-8"W(p) 10"W(P)_ _ ��� �• a Liv!!7lir IAN 0 " QQu��a �..► �.o�o���4� PROPOSED PSE MS f <<<< << .}46314,14,11111 NOIMEM FLO D ZOS\i X ain I ink _Le AE \ZONE -rL000 M-1 DISTRICT A '< \� // -\-- \ �G \ \ \ \/ / DUBLIN BOULEVARD (R/W VARIES) (A PUBLIC ROAD) / / -X z —X SEE PUBLIC SERk7CE EASEMENTHDETAIL, THIS SHEET \ \ \ x~\ Gras\\ \' \ 10"w (58124'W) FEMq �x- NFXNo \ \ \\r4/69° \� SCjieF� \Q_ \ \ \ \ NN \ \ \ \\ \ \ \ N \ \ \\ \\N \ 'MA FLOOD BOUNDARY N TELE SSMH 381.83 RE IE 371.476"(S),12"(E) N N 'C/2\c • 0 C-1 DISTRICT 0 15 30 60 90 / / / / / / / / / / / / / / / / / / / / / / / / / / PROPERTY LINE Li—a[S'TRICT >- oo REVISION oo REVISION OF cp0i R+WI ad Phc PROPOSED EASEMEN 11711 DUBLIN BLVC FOR DUBLIN BOULEVARD OWI DUBLIN, SCALE AS NOTED DESIGNER CR DRAWN BY VB SHEET C 1 15 OF 16 1 SHEETS 2 05: 33: 05 PM N c CO a 6 c? 0 CV O N N LU W W c F- w CN w H- w 0 O N N N N O N q-".t'LA-kz-t <" ie. ..,-A ka-1 g rt- i *� •ram+ In,.. +F}c_J �N. • r*, •fit, fk ;, Materials storage & spill cleanup Non -hazardous us materials management Sand, dirt, and similar materials must be stored at least 10 feet (3 meters) from catch basins. All construction material must be covered with a tarp and contained with a perimeter control during wet weather or when rain is forecasted or when not actively being used within 14 days. tor Use (but don't overuse) reclaimed water for dust control as needed. par Sweep or vacuum streets and other paved areas daily. Do not wash down streets or work areas with water! I Recycle all asphalt, concrete, and aggregate base material from demolition activities. Comply with City of Dublin Ordinances for recycling construction materials, wood, gyp board, pipe, etc. Check dumpsters regularly for leaks and to make sure they are not overfilled. Repair or replace leaking dumpsters promptly. > Cover all dumpsters with a tarp at the end of every work day or during wet weather. Ha ardt3us materials management po Label all hazardous materials and hazardous wastes (such as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in accordance with city, county, state, and federal regulations. or Store hazardous materials and wastes in water tight containers, store in appropriate secondary containment, and cover them at the end of every work day or during wet weather or when rain is forecasted. or Follow manufacturer's application instructions for hazardous materials and be careful not to use more than necessary. Do not apply chemicals outdoors when rain is forecasted within 24 hours. /or Be sure to arrange for appropriate disposal of all hazardous wastes. Spill prevention and control Keep a stockpile of spill cleanup materials (rags, absorbents, etc. ) available at the construction site at all times. When spills or leaks occur, contain them immediately and be particularly careful to prevent leaks and spills from reaching the gutter, street, or storm drain. Never wash spilled material into a gutter, street, storm drain, or creek! Dispose of all containment and cleanup materials properly. kidr Report any hazardous materials spills immediately! Dial 911 Construction Entrances and Perimeter Establish and maintain effective perimeter controls and stabilize all construction entrances and exits to sufficiently control erosion and sediment discharges from site and tracking off site. r Sweep or vacuum any street tracking immediately and secure sediment source to prevent further tracking. Clean Bay Blue Print Make sure your crews and subs do the job right! Runoff from streets and other paved areas is a major source of pollution and damage to creeks and the San Francisco Bay. Construction activities can directly affect the health of creeks and the Bay unless contractors and crews plan ahead to keep dirt, debris, and other construction waste away from storm drains and local creeks. Following these guidelines and the project specifications will ensure your compliance with City of Dublin requirements. V e Iii le and equipment t maintenance SL cleaning )s Inspect vehicles and equipment for leaks frequently. Use drip parrs to catch leaks until repairs are made; repair leaks promptly. Poir Fuel and maintain vehicles on site only in a bermed area or over a drip pan that is big enough to prevent runoff. 1.0 If you must clean vehicles or equipment on site, clean with water only in a bermed area that will not allow rinse water to run into gutters, streets, storm drains, or creeks. ,w Do not clean vehicles or equipment on -site using soaps, solvents, degreasers, steam cleaning equipment, etc, Earthwork & contaminated soils Jor Keep excavated soil on the site where it will not collect in the street. to Transfer to dump trucks should take place on the site, not in the street. Use fiber rolls, silt fences, or other control measures to minimize the flow of silt off the site. ' Earth moving activities are only allowed during dry weather by permit and as approved by the City of Dublin inspector in the Field, i Mature vegetation is the best form of erosion control. Minimize disturbance to existing vegetation whenever possible. If you disturb a slope during construction, prevent erosion by securing the soil with erosion control fabric, or seed with fast- growing grasses as soon as possible. Place fiber rolls down -slope until soil is secure. or If you suspect contamination (from site history, discoloration, odor, texture, abandoned underground tanks or pipes, or buried debris), call the Engineer for help in determining what should be done, and manage disposal of cntarninated soil according to their instructions. Dewatering operations iotr Effectively manage all run-on, all runoff within the site, and all runoff that discharges from the site. Run-on from off site shall be directed away from all disturbed areas or shall collectively be in compliance. Pow Reuse water for dust control, irrigation, or another on -site purpose to the greatest extent possible. ko Be sure to notify and obtain approval from the Engineer before discharging water to a street, gutter, or storm drain. Filtration or diversion through a basin, tank, or sediment trap may be required. tor In areas of known contamination, testing is required prior to reuse or discharge of groundwater. Consult with the Engineer to determine what testing is required and how to interpret results. Contaminated groundwater must be treated or hauled off -site for proper disposal. Saw cutting tor Always completely cover and barricade storm drain inlets when saw cutting. Use plastic sheeting (Visqueen) to keep slurry out of the storm drain system. tor Shovel, absorb, or vacuum saw -cut slurry and pick up all waste as soon as you are finished in one location or at the end of each work day (whichever is sooner!). If saw cut slurry enters a catch basin, clean it up immediately. Paving/asphalt work of Always cover storm drain inlets and manholes when paving or applying seal coat, tack coat, slurry seal, or fog seal. por Protect gutters, ditches, and drainage courses with sand/gravel bags, or earthen berms. Do not sweep or wash down excess sand from sand sealing into gutters, storm drains, or creeks. Collect sand and return it to the stockpile, or dispose of it as trash. Piiir Do not use water to wash down fresh asphalt concrete pavement. Concrete, grout, and mortar storage & waste disposal a/ Store concrete, grout, and mortar under cover, on pallets, and away from drainage areas. These materials must never reach a storm drain. or Wash out concrete equipment/trucks off -site or into contained washout areas that will not allow discharge of wash water onto the underlying soil or onto the surrounding areas. to Collect the wash water from washing exposed aggregate concrete and remove it for appropriate disposal off site. Painting Never rinse paint brushes or materials in. a gutter or street! or Paint out excess water -based paint before rinsing brushes, rollers, or containers in a sink. io Paint out excess oil -based paint before cleaning brushes in thinner. I Filter paint thinners and solvents for reuse whenever possible. Dispose of oil -based paint sludge and unusable thinner as hazardous waste. Landscape Materials por Contain, cover, and store on pallets all stockpiled landscape materials (mulch, compost, fertilizers, etc.) during wet weather or when rain is forecasted or when not actively being used within 14 days. tor Discontinue the application of any erodible landscape material within 2 days of forecasted rain and during wet weather. Storm drain polluters may be liable for fines of S 14,Oa0 or more per day! For references and more detailed information: ww.cleanwaterprogram.org www.cabniphandbooks.com >- m REVISION s' a<a<a >- oo REVISION ti W ce QROFESS/0Hq P SARYFz� R Fq Ny No. 65838 CIVII. �Q qTf yG� Z rn 71 OF cm.. Fi R+WI ad Phc CLEAN BAY BLUE PRIN 11711 DUBLIN BLVD FOR DUBLIN BOULEVARD OWNI DUBLIN, DATE JUNE, 2024 SCALE AS NOTED DESIGNER CR DRAWN BY VB JOB NO. A22024 sHEEC1 16 OF 2.0 16 SHEETS T F ■ PLANT LIST CA. NATIVE SYM. NO. BOTANICAL NAME COMMON NAME SIZE WATER REGIME MATURE HABIT HYDROZONE H X W 30 LAURUS N. 'SARRATOGA' 28 PISTACIA C. 'KEITH DAVEY' 1 LAGERSTROEMIA 'DYNAMITE RED' 19 ARBUTUS MARINA 4 PLATANUS ACERFOLIA SWEET BAY CHINESE PISTACHE CRAPE MYRTLE STRAWBERRY TREE LONDON PLANE TREE TOTAL NUMBER OF NEW TREES PROPOSED = 88 EVERGREEN SCREENING SHRUBS 29 ARBUTUS U. 'COMPACTA' HETEROMELES ARBUTIFOLIA 24 CEANOTHUS 'RAY HARTMAN' 19 PRUNUS CAROLINIANA 'COMPACTA' 23 XYLOSMA CONGESTA GRASSES a 12 MUHLENBERGIA RIGENS m 3 FESTUCA MAIREI m 55 LOMANDRA L. 'LOMLON' • 88 FESTUCA GLAUCA 'ELIJAH BLUE' DROUGHT TOLERANT SHRUBS O 15 O 47 ii N 24 ® 63 0 61 N ® 20 N ® 3I N 0 13 ACACIA R 'DESERT CARPET' OLEA 'LITTLE OLLIE' 46 SALVIA AROMAS 23 RHAMNUS C. 'MOUND SAN BRUNO' HESPERALOE PARVIFLORA RHAPHIOLEPIS INDICA 'PINK LADY' CALLISTEMON 'LITTLE JOHN' AGAVE D. 'VARIEGATA' LEUCOPHYLLUM F. 'BERTSTAR DWARF' CEANOTHUS 'POINT REYES' PERENNIALS g 41 TULBAGHIA V. 'TRICOLOR' N ® 12 VERBENA LILACINA 'DE LA MINA' N A 12 ACHILLEA 'MOONSHINE © 28 DIETES V. 'VARIEGATA' NOT SHOWN .V W. STRAWBERRY TOYON CEANOTHUS COMPACT CHERRY LAUREL SHINY XYLOSMA DEER GRASS ATLAS FESCUE LIME TUFF ELIJAH BLUE FESCUE PROSTRATE ACACIA W. FRUITLESS OLIVE CLEVELAND SAGE COFFEEBERRY RED YUCCA INDIAN HAWTHORNE PINK W. BOTTLE BRUSH AGAVE TEXAS RANGER CA. LILAC SOCIETY GARLIC VERBENA YARROW FORT NIGHT LILY 24' BOX or B4B 24' BOX or B4B 24' BOX OR B<B 24' BOX OR B<B 24' BOX OR B4B 5 5 5 5 5 GAL, GAL GAL GAL GAL 1 GAL. 1 GAL. 1 GAL. 1 GAL. 5 5 5 5 5 5 5 5 5 5 GAL. GAL. GAL. GAL. GAL. GAL. GAL. GAL. GAL. GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. NOTE: ROOT BARRIERS SHALL BE INSTALLED WHERE TREES ARE WITHIN 10' OF PAVEMENT. MULCHES M L L L L L L L L L L L L L L L L L L BARK MULCH -ALL PLANTERS NOT DESIGNATED FOR SOD ORANIC RECYCLED CHIPPED WOOD MULCH- PLACE 3" MIN. DEPTH 1/2'- 3' LENGTH DECORATIVE COLOR DARK BROWN OR EQUAL NO VISIBLE CONTAMINANTS PLACE 3" MIN. DEPTH OF BARK IN ALL PLANT BASINS ALL MULCH AND COMPOST USED IN THE GENERAL LANDSCAPE AREAS AND ANY BIO-TREAMENT AREAS SHALL MEET SIB 1383 PROCUREMENT REQUIREMENTS. UPDATED LANDSCAPE PLAN SHEETS THAT SPECIFY MULCH AND COMPOST THAT MEET SB1383 PROCUREMENT STANDARDS WILL BE PROVIDED FOR PERMIT. RECOMMENDATION WILL SPECIFY THE PURCHASE OF MULCH AND COMPOST BE FROM A SUPPLIER THAT INDICATES SIB 1383 COMPLIANCE FOR EACH PRODUCT. SAMPLES OF MULCH SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL PRIOR TO DELIVERY TO THE SITE. CONTRACTOR SHALL KEEP AND MAINTAIN A COPY OF ALL RECORDS PERTAINING TO THE PROCUREMENT OF SIB 1383 COMPLIANT COMPOST AND MULCH. CONTRACTOR SHALL PROVIDE TO THE PUBLIC WORKS DEPARTMENT RECORDS INDICATING THE TOTAL COMPOST AND MULCH PROCURED OR USED, THE QUANTITY OF COMPOST (TONS OR CUBIC YARDS) AND MULCH (TONS) PROCURED FROM EACH FACILITY OR ENTITY, FACILITY OR VENDOR INFORMATION (NAME OF FACILITY, ADDRESS, CONTACT INFORMATION), A GENERAL DESCRIPTION OF HOW THE COMPOST AND/OR MULCH WAS USED, AND WHERE COMPOST AND MULCH WAS USED, AND INVOICES DEMONSTRATING PROCUREMENT. 30' X 20' 50' X 40' 15' X 15' 40' X 30' 10' X 50' 8' X 8' PLANT 6' OC 12' X 15' PLANT 10' OC 8'XS'PLANT S'OC 12' X 8' 10' X 10' 2' X 3' PLANT 3' OC 3' X 3' 3' X 3' PLANT 3' OC 2' X 2' 2' X 6' 6' X 6' 5' X 5' 4' X 5' 4' X 4' 5' X 5' 3' X 3' 2' X 3' 3' X 4' 2' X 6' 1' X 1.5' 2' X 3' 2X2 3' X 3' PLANT 6' OC PLANT 5' OC PLANT 4' OC PLANT 3' OC 4, W •Y W W W O W I W W \ W W W W 4, OW W 4' 4, 4, \ W W W W 4' BIO-RETENTION PLANTING B10-RETENTION NATIVE GRASS TO BE "510-FILTRATION SOD" AS AVAILABLE FROM DELTA BLUEGRASS CO. OR EQUAL. SOD SHALL BE GROWN IN A SANDY BASE TOPSOIL. TEMPORARY IRRIGATION TO BE PROVIDED FOR ESTABLISHMENT. SOD SHALL BE LAID WITH A MINIMUM OF IS" OVERLAP BETWEEN ADJACENT ENDS AND SHALL BE LAID HORIZONTAL/PARALLEL TO ANY SLOPE. SOD SHALL BE LAID TIGHT TO HEADER AND OR ADJACENT PAVEMENT. THE MINIMUM DIMENSION OF ANY CUT PIECE SHALL BE 12". EXISTING LANDSCAPE AREA TO REMAIN THE LANDSCAPE CONTRACTOR SHALL FIELD PLACE PLANTS AROUND ABOVE GROUND UTILITIES TO SCREEN UTILITIES FROM PUBLIC STREETS AND PARKING AREAS AFTER PLACEMENT AND CONSTRUCTION OF UTILITY. PLANTINGS PER PLAN SHALL BE UTILIZED. PLANTS MAY BE RE -SPACED IN VICINITY OF UTILIY TO ACCOMODATE SCREENING. CONTACT LANDSCAPE ARCHITECT IF PLANTING REQUIRES CLARIFICATION. LANDSCAPE CALCULATIONS: TOTAL PARKING AREA = 84,515 S.F. PARKING AREA INCLUDES THE FOLLOWING: 1. PAVEMENT INCLUDING ISLANDS, STALLS, AISLES AND ACCESS DRIVES 2. ADJACENT BUILDING FRONTAGE LANDSCAPE AREA INC. WALKS PARKING AREA LANDSCAPE REQUIRED = 12,611 S.F. (15% OF PARKING AREA) PARKING AREA LANDSCAPE PROVIDED = 14,350 S.F. (11%) NO. OF STANDARD PARKING SPACES = 211 TREES REQUIRED = 55 (1/4 SPACES) TREES PROVIDED = 55 TOTAL SITE LANDSCAPE: 99,106 S.F. LANDSCAPE BY AREA: PARKING AREA: 14,350 S.F (14%) SITE PERIMETER (NEW) :15,390 S.F. (15%) BUILDING FACADE (NOT INC IN PARKING): 6,680 S.F. (14%) BIO-RETENTION: 13,936 S.F. (1%) EXISTING TO REMAIN: 48,150 S.F. (49%) WATER EFFICIENT LANDSCAPE REQUIREMENTS AUTOMATIC CONTROLLER W/ ET DATA, REPEAT CYCLING IRRIGATION ZONES PER PLANT WATER REQUIREMENTS RAIN SENSOR TO BE SPECIFIED SOIL AMENDMENTS TO BE INCORPORATED PLANTER SURFACE AREAS TO BE MULCHED WATER USAGE TO MEET STATE WATER EFFICIENT LANDSCAPE STANDARD 1' =30' } I I } } 0 15 30 60 150 PRELIMINARY LANDSCAPE PLAN SCALE: 1" = 30' OCUMENTAT ION CONTACT THE CITY FOR FINAL INSPECTION OF LANDSCAPE AND IRRIGATION PRIOR TO FINAL ACCEPTANCE. THE OWNER SHALL SUBMIT THE FOLLOWING TO THE CITY PRIOR TO CERTIFICATE OF OCCUPANCY: CERTIFICATION OF INSTALLATION ACCORDING TO THE APPROVED PLAN. LANDSCAPE DOCUMENTATION PACKAGE WITH THE FOLLOWING SUBMITTALS TO BE PREPARED BY THE LANDSCAPE CONTRACTOR FOR SUBMITTAL TO THE CITY: THE LANDSCAPE DOCUMENTATION PACKAGE SHALL INCLUDE THE FOLLOWING 1. PROJECT INFORMATION: a. DATE OF LANDSCAPE PLAN SUBMITTAL± b. PROJECT APPLICANT± c. PROJECT ADDRESS (IF AVAILABLE, PARCEL AND/OR LOT NUMBER(S))± d. TOTAL LANDSCAPE AREA (SQUARE FEET)± e. PROJECT TYPE (E.G., NEW, REHABILITATED, PUBLIC, PRIVATE, CEMETERY, HOMEOWNER- INSTALLED)± f. WATER SUPPLY TYPE (E.G., POTABLE, RECYCLED, WELL) AND IDENTIFY THE LOCAL RETAIL WATER PURVEYOR IF THE APPLICANT IS NOT SERVED BY A PRIVATE WELL± g. CHECKLIST OF ALL DOCUMENTS IN LANDSCAPE DOCUMENTATION PACKAGE± h. PROJECT CONTACTS TO INCLUDE CONTACT INFORMATION FOR THE PROJECT APPLICANT AND PROPERTY OWNER± APPLICANT SIGNATURE AND DATE WITH STATEMENT, "I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION PACKAGE"± 2. WATER EFFICIENT LANDSCAPE WORKSHEET ON THE FORM OR FORMAT PROVIDED BY THE COMMUNITY DEVELOPMENT DEPARTMENT± 3. SOIL MANAGEMENT REPORT± 4. LANDSCAPE DESIGN PLAN± 5. IRRIGATION DESIGN PLAN± AND 6. GRADING DESIGN PLAN. ORD. 6-18 (SEPTEMBER 2018) -1e- SUCTON DISCHARGE UNIT A DUBLIN BLVD. EXIST. STREET TREES .1' / ,/' / , / // / , , / , / / , s / / / \ / / \v, 1-7 171 EXISTING VEGETATION TO REMAIN TYP. OVERHEAE RIGATION SHALL SE SCHEDULED BETWEEN 8:00PM AND 10:00AM UNLFS WEATHER CONDITIONS PREVENT IT. IF ALLOWABLE HOURS IRRIGATION DIFFER FROM THE WATER DISTRICT, THE STRICTER OF THE TWO SHALL APPLY. OPERATIONS OF THE IRRIGATION SYSTEM OirrSIDE THE NORMAL WATERING WINDOW IS ALLOWED FOR AUDITING NP SYSTEM MAINTAINENCE THE IRRIGATION AUDIT SHALL INCLUDE, BUT IS"NQ LIMITED TO: INSPECTION, SYSTEM TUNE-UP, SYSTEM TEST WITH DISTR45UTION UNIFORMITY, REPORTING OVERSPRAY OR RUNOFF THAT C ES OVERLAND FLOW, AND PREPARATION OF AN IRRIGATION SCHEDULE, INCLUDING CONFIGURING IRRIGATION CONTROLLERS WITH APPLICATION RATE, SOIL TYPES, PLANT FACTORS, SLOPE, EXPOSURE AND ANY OTHER FACTORS NECESSARY FOR ACCURATE PROGRAMMING. ORD. 6-18 (SEPTEMBER 2018) WATER EFFICIENT LANDSCAPE REQUIREMENTS AUTOMATIC CONTROLLER W/ ET DATA, REPEAT CYCLING IRRIGATION ZONES PER PLANT WATER REQUIREMENTS RAIN SENSORTO BE SPECIFIED SOIL AMENDMENTS TO BE INCORPORATED PLANTER SURFACE AREAS TO BE MULCHED WATER USAGE TO MEET STATE WATER EFFICIENT LANDSCAPE STANDARD I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION PACKAGE THE LANDSCAPE DESIGN PLAN COMPLIES WITH DUBLIN MUNICIPAL CODE CHAPTER 5.55 FOR THE EFFICIENT USE OF WATER .alit 4-12-23 8 FS , PLAZA AREA WITH 6' BENCH - TYP rYA 373.5 GB XIST. STREETSCAPE HRUB AND GRASSES I , 1 , -I \--T ASR - ; -I MAIN PLAZA -PUBLIC 4 EMPLOYEE AMENITY AREA 6' BENCH - TYP UNIT B EXISTING FENCE TO REMAIN NEW LANDSCAPE •I, --- ill 4,- -------F - -Ikka 6 FS 873 I- I I I I I CONCRETE ACCENT TYP. HPA architecture hpa, inc. 600 grand aye, suite 302 oakland, ca 94610 tel: 949.862.2113 email: hpa@hparchs.com GreenDesicn Landscape Architects, Inc. 1464 Popinjay Drive Reno, NV. p: 775 8291364 email: bhatch00@charter.net Developer DUBLIN BOULEVARD OWNER, LP 19700 Vermont Ave. Suite 101 Torance, CA 90502 ■ Project: 11711 DUBLIN BLVD. DUBLIN, CA ■ Consultants: CIVIL RJA STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE Green Design FIRE PROTECTION SOILS ENGINEER ■ Title: PRELIMINARY LANDSCAPE PLAN Project Number: Drawn by: Date: Revision: 21657 BH 08/18/2022 COMMENTS COMMENTS 1-26-23 4-12-23 COMMENTS 11-3-23 REVISED 1-31-24 REVISED 6-10-24 Sheet: CA.LIC * 4511 L1.1 „--tN21-,54 UU W /49.99 LIA5I5 Ur titANINUJ E-- c(o) — — ■ PLANT LIST CA. NATIVE SYM. NO. BOTANICAL NAME 30 LAURUS N. 'SARATOGA' 28 PISTACIA C. 'KEITI-I DAVEY' 1 LAGERSTROEMIA 'DYNAMITE RED' 19 ARBUTUS MARINA 4 PLATANUS ACERFOLIA COMMON NAME SWEET BAY CHINESE PISTACI-IE CRAPE MYRTLE STRAWBERRY TREE LONDON PLANE TREE TOTAL NUMBER OF NEW TREES PROPOSED = 88 EVERGREEN SCREENING SHRUBS • 29 ARBUTUS U. 'COMPACTA' HETEROMELES ARBUTIFOLIA 24 CEANOTHUS 'RAY HARTMAN' ip O 19 PRUNUS CAROLINIANA 'COMPACTA' • 23 XYLOSMA CONGESTA GRASSES N C) 12 MUHLENBERGIA RIGENS m 3 FESTUCA MAIREI I) 55 LOMANDRA L. 'LOMLON' • 88 FESTUCA GLAUCA 'ELIJAH BLUE' DROUGHT TOLERANT SHRUBS O 15 ACACIA R. 'DESERT CARPET' O 41 OLEA 'LITTLE OLLIE' N %i 46 SALVIA AROMAS 23 RHAMNUS C. 'MOUND SAN BRUNO' 24 I-IESPERALOE PARVIFLOR,4 ® 63 RHAPHIOLEPIS INDICA 'PINK LADY' 0 61 CALLISTEMON 'LITTLE JOHN' N m 20 AGAVE D. 'VARIEGATA' N 1 31 LEUCOPHYLLUM F. 'BERTSTAR DWARF' N o 13 CEANOTHUS 'POINT REYES' PERENNIALS 41 TULBAGHIA V. 'TRICOLOR' N @ 12 VERBENA LILACINA 'DE LA MINA' N 0 12 ACHILLEA 'MOONSHINE © 28 DIETES V. 'VARIEGATA' DW. STRAWBERRY TOYON CEANOTHU5 SIZE 24' BOXor B<B 24' BOXor B<B 24' BOX OR BOB 24' BOX OR BOB 24' BOX OR B<B 5 GAL, 5 GAL 5 GAL COMPACT CHERRY LAUREL 5 GAL SHINY XYLOSMA DEER GRASS ATLAS FESCUE LIME TUFF ELIJAH BLUE FESCUE PROSTRATE ACACIA DW. FRUITLESS OLIVE CLEVELAND SAGE COFFEEBERRY RED YUCCA INDICN HAWTHORNE PINK DW. BOTTLE BRUSH AGAVE TEXAS RANGER CA. LILAC SOCIETY GARLIC VERBENA YARROW FORT NIGHT LILY 5 GAL 1 GAL. 1 GAL. 1 GAL. 1 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. NOTE: ROOT BARRIERS SHALL BE INSTALLED WHERE TREES ARE WITHIN 10' OF PAVEMENT. LANDSCAPE NOTES: THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS FOR ONE FULL YEAR UPON FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR SHALL MAINTAIN THE SITE ,INCLUDING WATER SCHEDULING AND MOWING, FOR THE ONE YEAR GUARANTEE PERIOD. ANY PLANTS REPLACED UNDER THIS GUARANTEE SHALL BE GUARANTEED FOR ONE FULL YEAR FROM THE DATE OF REPLACEMENT. TAG ALL REPLACED PLANT MATERIAL WITH REPLACEMENT DATE. SOIL IN THE PLANTER AREAS SHALL BE AMENDED PER A SOIL ANALYSIS REPORT AND RECOMMENDATIONS PREPARED BY AN AGRICULTURAL SUITABILITY SOIL TESTING SERVICE AFTER PLANTERS ARE BROUGHT TO GRADE PER CIVIL GRADING PLAN. ALL SOIL ANALYSIS AND REPORTS SHALL SATISFY THE REQUIREMENTS OF 4,12.5 IN THE CALIFORNIA WATER EFFICIENT LANDSCAPE ORDINANCE FOR A SOIL MANAGEMENT REPORT. THE RESPONSIBILITY OF PREPARATION THIS REPORT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL SUBMIT THE REPORT TO THE GENERAL CONTRACTOR FOR SUBMITTAL TO THE CITY. SHRUB PLANTERS: COLLECT A MINIMUM OF 16 SOIL SAMPLES FROM ONSITE PLANTER AREAS AFTER PLANTERS HAVE BEEN BROUGHT TO GRADE. THOROUGHLY MIX THE COLLECTED SAMPLES AND SUBMIT ONE MIXED SAMPLE FOR ANALYSIS WITH RECOMMENDATIONS FOR ORGANIC SOIL AMENDMENT. PLANTER AREA SOILS SHALL BE AMENDED PER THE SO I L ANALYSIS RECOMMENDATIONS TO A MIN. DEPTH OF 6” PRIOR TO PLANTING. AT MINIMUM FOR SOILS LESS THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL, COMPOST AT A RATE OF FOUR CUBIC YARDS PER 1,000 S.F. OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO EXISTING SOIL. PLANTER AREAS: LOOSEN SOIL TO A DEPTH OF 12" PRIOR TO AMENDING. SPREAD AMENDMENT AND INCORPORATE PER SOIL ANALYSIS RECOMMENDATIONS OR MIN. STATED WHICH EVER IS GREATER. RAKE OUT ALL ROCK AND DEBRIS GREATER THAN 1 1/2" DIA. RAKE TO AN EVEN GRADE. SOIL REPORT SHALL INCLUDE SOIL INFILTRATION RATE FOR IRRIGATION SCHEDULING. PLANT BACKFILL SHALL BE AMENDED AT THE TIME OF PLANTING PER THE SOIL RECOMMENDATIONS. IN ROCK MULCH AREAS WHERE SHRUBS AND OR TREES ARE AT A MINIMUM OF 10' OC, SOIL AMENDING MAY BE PROVIDED PER INDIVIDUAL PLANT PIT BACKFILL ONLY. ALL PLANTS SHALL BE SPRAYED WITH VERMA-PLEX OR EQUAL ORGANIC FOL I AR FERTILIZER AFTER INSTALLATION. SOIL SHALL NOT BE TILLED OR AMENDED WITHIN THE DRIP LINE OF EXISTING TREES IF PRESENT ONSITE. A COPY OF THE SOIL ANALYSIS AND SOIL AMENDMENTS INCORPORATED SHALL BE SUBMITTED THE OWNER AND THE CITY AS PART OF THE PROJECT . LANDSCAPE DOCUMENTATION PACKAGE. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANT MATERAIL PER SYMBOLS AND SPACING INDICATED ON THE PLAN. SYMBOLS PREVAIL OVER QUANTITIES LISTED IN THE PLANT LEGEND. 24 HR. MIN. NOTICE TO THE OWNER REPRESENTATIVE REQUIRED FOR PLANT MATERIAL REVIEW PRIOR TO PLANTING. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. I' = 30' 0 15 30 60 PRELIMINARY LANDSCAPE PLAN SCALE: 1" = 30' 150 WATER REGIME MATURE HABIT HYDROZONE H X W L L L L M L L L L L L L L L L L L L L L L L L L L L L L 30' X 20' 50' X 40' 15' X 15' 40' X 30' 10' X 50' 8'X8'PLANT 6'OC 12' X 15' PLANT 10' OC 8'X8'PLANT 8'OC 12' X 8' 10' X 10' 2' X 3' PLANT 3' OC 3' X 3' 3' X 3' PLANT 3' OC 2' X 2' 2' X 6' 6' X 6' PLANT 6' OC 5' X 5' 4' X 5' PLANT 5' OC 4' X 4' PLANT 4' OC 5' X 5' PLANT 3' OC 3' X 3' 2' X 3' 3' X 4' 2' X 6' 1' X 1.5' 2' X 3' 2 X 2 3' X 3' ALL PLANTS NOT MEETING OR EXCEEDING REQUIREMENTS AND RECOMMENDA- TIONS OF ANSI 260.1 'AMERICAN STANDARD FOR NURSERY STOCK' SHALL BE REJECTED. THE CONTRACTOR SHALL RECEIVE ON -SITE APPROVAL OF PLANT MATERIAL BY THE OWNER'S REPRESENTATIVE PRIOR TO PLANTING. FAILURE TO RECEIVE APPROVAL PRIOR TO PLANTING MAY RESULT IN REJECTION AND THE CONTRACTOR SHALL REPLACE ALL REJECTED PLANT MATERIAL AT HIS EXPENSE. THE OWNER RESERVES THE RIGHT TO INSPECT AND EVALUATE PLANT MATERIAL THROUGHOUT THE CONSTRUCTION AND MAINTENANCE PERIOD. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE OWNERS REPRESENTATIVE A MIN. OF 48 HOURS IN ADVANCE FOR THE FOLLOWING SITE OBSERVATIONS AND/OR MEETINGS. A. PRECONSTRUCTION MEETING WITH ALL PARTIES. B. PLANT MATERIAL ON SITE, PRIOR TO INSTALLATION. C. PLANT LOCATIONS STAKED, PRIOR TO PLANTING. D. FINAL PROJECT WALK-THROUGH E. ADDITIONAL SITE OBSERVATIONS DETERMINED BY THE OWNER'S REPRESENTATIVE OR CONTRACTOR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND PRO- VIDE PLANT MATERIAL AS SPECIFIED ON THIS PLAN. THE CONTRACTOR MAY SUBMIT A REQUEST TO PROVIDE SUBSTITUTIONS FOR THE SPECIFIED PLANT MATERIAL UNDER THE FOLLOWING CONDITIONS: A. ANY SUBSTITUTIONS PROPOSED SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN TWO WEEKS OF THE AWARD OF CONTRACT. SUBSTITUTIONS MUST MEET EQUIVALENT DESIGN AND FUNCTIONAL GOALS OF THE ORIGINAL PLANT MATERIAL AS DETERMINED BY THE OWNER'S REPRESENTATIVE. ANY CHANGES MUST HAVE THE APPROVAL OF THE OWNER'S REPRESENTATIVE. B. THE REQUEST MUST BE ACCOMPANIED BY AT LEAST THREE NOTICES FROM PLANT SUPPLIERS THAT THE PLANT MATERIAL SPECIFIED IS NOT AVAILABLE PRIOR TO THE CONSTRUCTION SUBMIT I DIGITAL COPY OF ALL LANDSCAPE MATERIALS FOR APPROVAL PRIOR TO CONSTRUCTION. SUBMIT DIGITAL PHOTOS OF ALL PLANT MATERIAL WITH A STANDARD MEASURING DEVICE CLEARLY VISIBLE FOR APPROVAL AND RECORD PRIOR TO DELIVERY TO THE SITE. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S SITE SUPERINTENDENT IN VARIFIYING ELEVATION OF FINISHED GRADE PER CIVIL IS COMPLETE AND IN PLACE PRIOR TO START OF WORK. THE LANDSCAPE CONTRACTOR SHALL INSURE POSITIVE DRAINAGE IN ALL PLANTER AREAS PER CIVIL ENGINEERS GRADING PLAN AFTER MOUNDING/LANDSCAPE IMPROVEMENTS ARE COMPLETE. MATCHLINE SEE SHEET L1.1 0 I I I I I I I I I I I I I I I I I I I I I I I I I 1 LIMIT OF NEW LANDSC PE I I I I I CHERR/ �--- LAURELY HEDGE I TO MAINTAINED -�- AT 1' X 5' a 1) 3 00 UNIT C a Qa 1 \ I 1 1 1 C Ai 01 "Fl C C CCC C C W W W W W W W 1 \IJ .... W W W W WW W WY Wes.,67,, \t W W WY W lb\ W W W W 4,.1. \ \\\ W W W 4,\W " W ..„ . \ N\Y W \W " N. \ W W W W N. N '4/ N. i\ W J 1 �\\\ \ �L\ \\\\\ J \ \ \. '1' \ \I' \ \\ 0"6 DUBLIN BLVD. 8'W(P) STREETSCAPE PLANTING IN EXIST. 10' WATER LINE EX. DDCV ..msEr / T y„:IIir„i„Ii,,I - I I „,,,,,--,Tri......- iiiiamll'm . °`\1 • a '�. .� dkA%i- i", i l4(40, r#14, 11.41 erg--1 1:0 lira;T . ■ser�a:� lira; Ng 1p I** L W W J UNIT D D a a Q D a Q D �1 D Q a D Q a p • i V a a a D a D D a D Q Dv a a D a D d E— p--1 I. • I FDLI--Ta D PIN• J a D II TRENCH DRAIN W W •, W W W W W W W �W 4. W •, .1/ \W W V J m ry no LLB oi.r) - LJ_ o� 0 0 n V J W(P — HPA architecture hpa, inc. 600 grand aye, suite 302 oakland, ca 94610 tel: 949.862.2113 email: hpa@hparchs.com GreenDesion Landscape Architects, Inc. 1464 Popinjay Drive Reno, NV. p: 775 8291364 email: bhatch00@charter.net Developer DUBLIN BOULEVARD OWNER, LP 19700 Vermont Ave. Suite 101 Torance, CA 90502 Project: 11711 DUBLIN BLVD. DUBLIN, CA ■ Consultants: CIVIL STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE FIRE PROTECTION SOILS ENGINEER RJA Green Design ■ Title: PRELIMINARY LANDSCAPE PLAN Project Number: Drawn by: Date: Revision: 21657 BH 08/18/2022 COMMENTS COMMENTS 1-26-23 4-12-23 COMMENTS 11-3-23 REVISED 1-31-24 REVISED 6-10-24 Sheet: 1_1 2 TREE DATA - SEE MAP TO THE UPPER LEFT 11711 Dublin Boulevard Project Sniirra• Aarial fr]iaitafr4Inha 11ff1d17f11Q1 EXISTING TREES ONSITE 0 Stringer Biological Consulting 25 Feet 50 Figure 2 Tree Map 11711 Dublin Boulevard - Parcel 3 Alameda County, CA Tree Number Species DBH (inches) Dripline (ft) Height (ft) Health2 Structure2 Condition Notes 3 ornamental prunus Prunus sp. 6.3, 8 10.00 15.00 GF F 3 included bark, co -dominant leaders, pruning cuts 4 ornamental prunus Prunus sp. 15.5 7.00 18.00 GF GF 4 co -dominant leaders 5 western sycamore Platanus racemosa 18.2 18.00 35.00 G G 5 6 western sycamore Platanus racemosa 13.2 13.00 30.00 G G 5 7 western sycamore Platanus racemosa 15.6 15.00 35.00 G G 5 8 western sycamore Platanus racemosa 10.7 12.00 30.00 G GF 4 lean 9 western sycamore Platanus racemosa 20 18.00 40.00 G G 5 10 western sycamore Platanus racemosa 20.5 20.00 40.00 G G 5 11 western sycamore Platanus racemosa 21.3 20.00 40.00 G G 5 12 coast live oak Quercus agrifolia 10.6 13.00 13.00 G GF 4 pruning cuts 13 coast live oak Quercus agrifolia 22 16.00 20.00 G GF 4 included bark, pruning cuts 14 crepe myrtle Lagerstroemia indica 7 9.00 15.00 G GF 4 lean 127 narrow leaved ash Fraxinus angustifolia 14.4 16.00 40.00 GF G 4 minor crown dieback 15 eastern red cedar Juniperus virginiana 8.1 7.00 13.00 GF F 3 pruning cuts, co -dominant leaders 128 narrow leaved ash Fraxinus angustifolia 9.3 12.00 35.00 G G 5 129 valley oak Quercus lobata 31 30.00 50.00 G GF 4 pruning cuts 16 Italian stone pine Pinus pinea 7.3 4.00 40.00 GF GF 4 pruning cuts 17 narrow leaved ash Fraxinus angustifolia 30.4 23.00 50.00 GF GF 4 exposed roots, included bark 18 narrow leaved ash Fraxinus angustifolia 23.5 17.00 30.00 GF GF 4 included bark, minor crown dieback 130 narrow leaved ash Fraxinus angustifolia 30.5 30.00 60.00 GF G 4 exposed roots, included bark 19 narrow leaved ash Fraxinus angustifolia 27.1 25.00 50.00 G GF 4 exposed roots 20 narrow leaved ash Fraxinus angustifolia 19.6 17.00 50.00 GF G 4 21 narrow -leaved ash Fraxinus angustifolia 9.5 14.00 25.00 G GF 4 pruning cuts, included bark 22 narrow leaved ash Fraxinus angustifolia 15.8 14.00 32.00 G GF 4 pruning cuts 23 Chinese elm Ulmus parvifolia 15.9 19.00 35.00 G GF 4 included bark 24 Chinese elm Ulmus parvifolia 15, 9.9, 14 25.00 40.00 G GF 4 included bark, co -dominant leaders 25 Chinese elm Ulmus parvifolia 16.7 25.00 45.00 GF GF 4 included bark, pruning cuts 26 Chinese elm Ulmus parvifolia 15.7 20.00 45.00 GF GF 4 included bark, pruning cuts 27 Chinese elm Ulmus parvifolia 16.9 20.00 50.00 G GF 4 pruning cuts 28 California black walnut Juglans californica g 1, 8, 6.6, 6.4 16.00 20.00 FP FP 2 co -dominant leaders, included bark, broken branches 29 California black walnut Juglans californica 12, 9.4, 8.7, 11.7, 11, 6.4, 12.1, 9 25.00 37.00 FP FP 2 included bark, co -dominant leaders, broken branches, lean 30 California black walnut Juglans californica 10.5 18.00 30.00 F F 3 Mistletoe, lean, broken branches 31 California black walnut Juglans californica 9.7 20.00 20.00 F F 3 lean, mistletoe 32 California black walnut Juglans californica 5.5 4.00 10.00 FP FP 2 epicormics, broken branches 33 California black walnut Juglans californica 11.5 18.00 25.00 G GF 4 0 California black walnut Juglans californica 9.1, 6.9 12.00 22.00 F F 3 co -dominant leaders, included bark, mistletoe 38 California black walnut Juglans californica 13.4 11.00 23.00 GF GF 4 animal burrow at base 36 California black walnut Juglans californica 11.3 18.00 25.00 G G 5 old nest 37 blue oak Quercus douglasii 15.5 20.00 33.00 G GF 4 pruning cuts, old nest 38 California black walnut Juglans californica 17.4, 12.6 20.00 30.00 GF FP 3 co -dominant leaders, included bark, broken branches 39 blue oak Quercus douglasii 12.8 15.00 29.00 G G 5 40 coast live oak Quercus agrifolia 17.6 18.00 32.00 G GF 4 41 western sycamore Platanus racemosa 38 25.00 65.00 G GF 4 pruning cuts 42 Chinese elm Ulmus parvifolia 22.3 25.00 55.00 GF F 3 large pruning cuts, epicormics 43 western sycamore Platanus racemosa 20.4 15.00 50.00 GF GF 4 lean 44 western sycamore Platanus racemosa 20.5 20.00 50.00 G G 5 45 western sycamore Platanus racemosa 12.3 20.00 45.00 G G 5 46 Chinese elm Ulmus parvifolia 23.1 25.00 50.00 G GF 4 co -dominant leaders, old nests 47 western sycamore Platanus racemosa 13.7 17.00 40.00 GF GF 4 pruning cuts 48 western sycamore Platanus racemosa 11.5 18.00 30.00 F FP 3 broken branches, partially topped, pruning cuts 49 Chinese elm Ulmus parvifolia 20 25.00 45.00 GF GF 4 pruning cuts 50 Chinese elm Ulmus parvifolia 18.7 30.00 50.00 G GF 4 51 Chinese elm Ulmus parvifolia 16.8 20.00 45.00 G G 5 52 Chinese elm Ulmus parvifolia 21.4 25.00 55.00 G G 5 53 Chinese elm Ulmus parvifolia 21.2 25.00 55.00 G G 5 54 Japanese maple Acer palmatum 9.7, 5.6, 5, 6.3, 8, 5.2 7.00 12.00 F FP 2 trunk wound, trunk rot, co- dominant leaders, included bark 55 Chinese elm Ulmus parvifolia 23 30.00 55.00 F F 3 lean, epicormics, pruning cuts 56 western sycamore Platanus racemosa 11.5 20.00 45.00 G GF 4 57 western sycamore Platanus racemosa 9.2 12.00 20.00 G GF 4 pruning cuts 58 Chinese elm Ulmus parvifolia 17.5 20.00 35.00 GF GF 4 pruning cuts 59 coast live oak Quercus agrifolia 15.1 15.00 25.00 G G 5 60 coast live oak Quercus agrifolia 18 16.00 32.00 F F 3 included bark, co -dominant leaders 61 narrow leaved ash Fraxinus angustifolia 6.5 10.00 20.00 F FP 3 significant lean pruning cuts 62 narrow leaved ash Fraxinus angustifolia 7.5, 10.5 15.00 20.00 GF F 3 lean, included bark 63 California black walnut Juglans californica 6.7, 6.2, 3 16.00 16.00 GF FP 2 included bark, co -dominant leaders 64 blue oak Quercus douglasii 10 7.00 22.00 G GF 4 included bark 65 narrow leaved ash Fraxinus angustifolia 8.1 15.00 17.00 GF FP 3 lean, included bark 66 blue oak Quercus douglasii 10.6 8.00 23.00 G G 5 TREE DATA CONTINUED ON SHEET L1.4 ■ HPA architecture hpa, inc. 600 grand ave, suite 302 oakland, ca 94610 tel: 949.862.2113 email: hpa@hparchs.com GreenDesiiin Landscape Architects, Inc. 1464 Popinjay Drive Reno, NV. p: 775 8291364 email: bhatch00@charter.net Developer DUBLIN BOULEVARD OWNER, LP 19700 Vermont Ave. Suite 101 Torance, CA 90502 ■ Project: 11711 DUBLIN BLVD. DUBLIN, CA ■ Consultants: CIVIL STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE FIRE PROTECTION SOILS ENGINEER RJA Green Design ■ Title: PRELIMINARY LANDSCAPE PLAN Project Number: Drawn by: Date: Revision: 21657 BH 08/18/2022 COMMENTS 1-26-23 COMMENTS 4-12-23 COMMENTS 11-3-23 Aerial Base: Google Earth (03/11/2022) EXISTING TREES IN FENCED CREEK AREA (NOT TO BE DISTURBED) Sheet: L I ■ 3 Number Species DBH (inches) Drip tine li (ft) HefTree ght (ft) Health2 Structure2 Condition Notes 67 coast live oak Quercus agrifolia 41.5 35.00 60.00 F F 3 trunk wound, trunk rot, included bark 68 narrow leaved ash Fraxinus angustifolia 11.2 17.00 25.00 G G 5 69 narrow leaved ash Fraxinus angustifolia 23 18.00 45.00 G G 5 70 Chinese elm Ulmus parvifolia 19 20.00 45.00 G GF 4 included bark 71 narrow leaved ash Fraxinus angustifolia 15.4 16.00 40.00 G GF 4 included bark 72 Chinese elm Ulmus parvifolia 18.2 17.00 50.00 G GF 4 pruning cuts 73 narrow leaved ash Fraxinus angustifolia 17.8 20.00 40.00 G GF 4 pruning cuts 74 narrow leaved ash Fraxinus angustifolia 5.4 3.00 17.00 GF GF 4 75 narrow leaved ash Fraxinus angustifolia 16.8 18.00 45.00 G G 5 76 western sycamore Platanus racemosa 15.3 19.00 50.00 G G 5 77 narrow leaved ash Fraxinus angustifolia 16.9 18.00 50.00 G GF 4 pruning cuts 78 Chinese elm Ulmus parvifolia 19.5 23.00 65.00 GF GF 4 old nest, pruning cuts 79 western sycamore Platanus racemosa 17.9 19.00 45.00 GF F 3 pruning cuts, broken branches 80 Chinese elm Ulmus parvifolia 18.4 25.00 50.00 GF G 4 pruning cuts 81 Chinese elm Ulmus parvifolia 15.5 20.00 50.00 GF GF 4 included bark, pruning cuts 82 Chinese elm Ulmus parvifolia 17, 11.2 22.00 55.00 GF F 3 co -dominant leaders, epicormics, pruning cuts 83 narrow leaved ash Fraxinus angustifolia 14.1 16.00 40.00 GF GF 4 pruning cuts 84 Chinese elm Ulmus parvifolia 14.3 19.00 40.00 GF GF 4 minor trunk wound 85 Chinese elm Ulmus parvifolia 20.9 30.00 55.00 G GF 4 pruning cuts 86 western sycamore Platanus racemosa 28.2 35.00 65.00 G GF 4 pruning cuts 87 Japanese maple Acer palmatum 7.6, 3, 8.2, 6.5, 4, 6.2 12.00 21.00 FP FP 2 co -dominant leaders, trunk wound, included bark, pruning cuts TREE DATA -DUBLIN CREEK AREA SEE MAP LOWER LEFT SWEET L13 Tree Number Species DBH (inches) Height (ft) Dripline (ft) Health/Vigor Z Notes 1 Robinia pseudoacacia 36 65 30 P Falling into creek 2 Umbellularia californica 44 50 30 F-G Pruned at fence line, undercut by creek 3 Platanus racemosa 40 70 40 F undercut by creek 4 Robinia pseudoacacia 14 35 10 P Dead or nearly dead 5 Robinia pseudoacacia 16 20 15 P Topped, nearly dead 6 Umbellularia californica 40 50 25 F-G Many stump sprouts 7 Umbellularia californica 26 50 30 F-G Undercut by creek 8 Umbellularia californica 30,24,12 70 30 G Undercut by creek 9 Umbellularia californica 8 25 10 F Pruned at fence, leans 10 Umbellularia californica 12,10,10 60 30 F Moderate dieback, decay 11 Umbellularia californica 24 70 30 F Moderate dieback 12 Umbellularia californica 6 20 20 F Leans toward 1-580, pruned at fence 13 Umbellularia californica 11 50 15 F Spindly, shaded 14 Umbellularia californica 14,10 45 15 F Spindly, shaded 15 Umbellularia californica 9,8,8 40 20 F-P Spindly, epicormics, dieback 16 Umbellularia californica 10 40 15 P Severe dieback 17 Umbellularia californica 6 30 10 P Severe dieback 18 Umbellularia californica 7 30 10 P Severe dieback, epicormics 19 Umbellularia californica 6 35 10 F-P Dieback, epicormics 20 Umbellularia californica 10 40 15 F-P Dieback, epicormics 21 Umbellularia californica 26,12 50 30 F-P Dieback, decay, leans 22 Umbellularia californica 9 40 15 F-P Dieback, decay, leans 23 Umbellularia californica 13,12,9 50 20 F-P Dieback, epicormics 24 Umbellularia californica 5 30 10 P Severe dieback 25 Umbellularia californica 9 45 10 F-P Dieback, epicormics 26 Quercus agrifolia 22 60 30 F Moderate dieback 27 Umbellularia californica 18,15,12 50 20 F Moderate dieback, undercut by creek 28 Umbellularia californica 5 40 10 F-P Spindly, sparse foliage 29 Umbellularia californica 5,3 40 15 P Severe dieback 30 Quercus agrifolia 29 60 40 F-P Significant dieback, sparse foliage 31 Umbellularia californica 8 20 20 P Sparse foliage, epicormics 32 Umbellularia californica 5 25 20 P Sparse foliage, epicormics 33 Quercus agrifolia 29 60 30 F Moderate dieback 34 Quercus agrifolia M 32,28,10 45 30 F-P Significant dieback, sparse foliage, leans 35 Quercus agrifolia 19 60 _ 40 F Moderate dieback 36 Umbellularia californica 5 30 10 F Spindly 37 Umbellularia californica 26 = 60 30 F • Moderate decay on trunk and branches 38 Umbellularia californica 30,18 60 30 F Undercut by creek, epicormics 39 Umbellularia californica 5 30 15 F Shaded 40 Umbellularia californica 26 50 30 F Sparse foliage 41 Umbellularia californica 5 30 5 P Severe dieback 42 Umbellularia californica 4.5 30 10 P Severe dieback 43 Umbellularia californica 9 40 20 P Dead or nearly dead 44 Quercus agrifolia 24 50 30 F Some dieback 45 Umbellularia californica 5 25 5 F Sparse foliage 46 Quercus agrifolia 18 40 30 F-P Leans, significant dieback 47 Quercus agrifolia 8,5 40 30 F-P Severe dieback 48 Umbellularia californica 8,7,5,2 40 5 F-P d Spindly,epicormics, significant ieback 49 Quercus agrifolia 34 70 35 F Moderate decay, dieback 1.- 50 Umbellularia californica 10,8 40 20 F-P Spindly, significant dieback 51 Umbellularia californica 5,6,6,5,4 30 10 P Severe dieback 52 Quercus agrifolia 22 60 30 F Moderate dieback, dead branches 53 Quercus agrifolia 29 40 40 _ P Leans/resting on ground, severe dieback and decay 54 Quercus agrifolia 7 30 30 P Leans heavily, severe dieback, sparse foliage 55 Umbellularia californica 7,3,1 30 10 P Nearly dead 56 Umbellularia californica 6,6,4,3 30 15 P Nearly dead 57 Juglans hindsii 16 55 20 F Some dieback 58 Quercus agrifolia 15,6,6 50 25 F-P Sparse foliage, dieback 59 Umbellularia californica 8 30 10 P Sparse foliage, dieback 60 Umbellularia californica 7 30 10 P Sparse foliage, dieback 61 Quercus agrifolia 11 40 20 F-P Sparse foliage, dieback 62 Quercus agrifolia 7 35 10 F-P Sparse foliage, dieback 63 Quercus agrifolia 16 40 20 F Leans toward 1-580, fence in trunk 64 Umbellularia californica 4,4,3 20 10 F-P Spindly, sparse foliage 65 Umbellularia californica 7,7,6 35 10 F Spindly 66 Umbellularia californica 6,6,5,5,4 25 10 P Nearly dead 67 Umbellularia californica 6 30 10 P Nearly dead 68 Quercus agrifolia 15 45 20 F Some dieback 69 Umbellularia californica 5 30 10 P Nearly dead 70 Quercus garryana 11 40 20 F Some dieback 71 Quercus agrifolia 20,14 60 30 G 72 Umbellularia californica 6 30 10 P Nearly dead 73 Umbellularia californica 6,4 30 10 F Some dieback 74 Umbellularia californica 7,4 30 10 F Some dieback 75 Umbellularia californica 10,10 50 20 F Some dieback 76 Umbellularia californica 6 20 10 G 77 Aesculus californica 6 20 10 F Dead branches 78 Umbellularia californica 21 60 35 G 79 Umbellularia californica 60,48,44,24 65 40 • p Major decay at base of two trunks, on edge of creek bank 80 Platanus racemosa 16,8,3 35 20 F Fence in trunk 81 Quercus agrifolia 6,5 15 10 G 82 Sambucus sp. 7,6,4 10 10 G 83 Umbellularia californica 28,20,16,12 50 40 G 84 Umbellularia californica 5 15 10 G 85 Umbellularia californica 7 20 10 G 86 Quercus agrifolia 13 25 15 F-G Growing through fence /WWW WW W W /W * WWW /W/ W W W NYo `W WWW WW •W W J W * W W W W Y. W W W W W•W W W W WWW W e •* �W W W LEGEND EXISTING HERITAGE TREE TO REMAIN EXISTING TREE TO REMAIN EXISTING HERITAGE TREE TO BE REMOVED EXISTING TREE TO BE REMOVED i 9 d fi 9 Tree Number i Specie DBH (inches) Height (ft) Dripline (ft) Health/Vigor Z Notes 87 Quercus agrifolia 11,9,8 30 15 F-G Growing through fence 88 Umbellularia californica 16 30 15 F-G Pruned at fence 89 Aesculus californica 4,4,3 20 10 G 90 Platanus racemosa 18 40 25 G Undercut by creek 91 Platanus racemosa 7,6,4,3,2 20 10 G 92 Umbellularia californica 13,12,10,9 45 30 F-G Some decay 93 Umbellularia californica 12,7,7,7,6,6,6,E 40 20 F Growing through fence, undercut, exposed roots 94 Aesculus californica 7,6,4 20 15 G 95 Aesculus californica 8 20 15 G 96 Juglans hindsii 17 35 15 F English ivy on trunk 97 Quercus agrifolia 8 15 15 F Growing through fence 98 Aesculus californica 14,10 40 20 F Some dead stems 99 Aesculus californica 10,10,9 25 30 P Leans heavily, dead stems *101 Alnus sp. 16,16,12,12,8 50 30 F Sparse canopy *102 Quercus agrifolia 16,10,8 60 20 G *103 Umbellularia californica 18,6,6 55 20 P Sparse foliage, major decay at base *104 Umbellularia californica 20 65 30 F Some dieback *105 Umbellularia californica 14 30 10 P Major trunk decay *106 Salix sp. 20,16 30 30 G *107 Juglans hindsii 16,14 60 30 F-G Undercut, exposed roots *108 Aesculus californica 10 30 30 F Undercut, exposed roots *109 Aesculus californica 10,10 35 30 F Undercut, exposed roots L 12 / PARCEL 2 TREE REMOVAL PLAN PARCEL 1 IMPROVMENT AREA EXISTING HERITAGE TREES ON PARCEL 1 = 4 EXISTING HERITAGE TREES TO REMAIN = 3 (041, 061, *l29) EXISTING HERITAGE TREES TO BE REMOVED = I (086 ) TOTAL TREES TO REMAIN (INCLUDING HERITAGE) = 24 TOTAL TREES TO BE REMOVED (INCLUDING HERITAGE) = 65 TOTAL: Ex. DXXV TRENCH DRAIN Weelff..4~MM IMF TV it W W W W W W `WWW1 -*- *- PRELIMINARY TREE PRESERVATION PLAN SCALE: 1" = 40' TREE REMOVAL PLAN PARCEL 2 EXISTING AREA TO REMAIN UNDISTURBED EXISTING HERITAGE TREES ON PARCEL 2 = 19 EXISTING HERITAGE TREES TO REMAIN = 19 (02, *3, * ,P1, *5, *11, *11, 030, 033, 034, 031, *38, *40, *44, *49, 053, 069, 019, *83) EXISTING HERITAGE TREES TO BE REMOVED = 0 TOTAL TREES TO REMAIN (INCLUDING HERITAGE) = 108 TOTAL TREES TO BE REMOVED (INCLUDING HERITAGE) = 0 TOTAL EXISTING TREES TO REMAIN = 132 TOTAL EXISTING TREES TO BE REMOVED = 65 TOTAL TREES PROPOSED INCLUDING EXISTING TO REMAIN AND NEW TREES = 211 ■ HPA architecture hpa, inc. 600 grand aye, suite 302 oakland, ca 94610 tel: 949.862.2113 email: hpa@hparchs.com GreenDesion Landscape Architects, Inc. 1464 Popinjay Drive Reno, NV. p: 775 8291364 email: bhatch00@charter.net Developer DUBLIN BOULEVARD OWNER, LP 19700 Vermont Ave. Suite 101 Torance, CA 90502 ■ Project: 11711 DUBLIN BLVD. DUBLIN, CA ■ Consultants: CIVIL STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE Green Design FIRE PROTECTION SOILS ENGINEER RJA ■ Title: PRELIMINARY LAN DSCAPE PLAN Project Number: Drawn by: Date: Revision: 21657 BH 08/18/2022 COMMENTS COMMENTS 1-26-23 4-12-23 COMMENTS 11-3-23 Sheet: L1.4 DUBLIN BLVD. I I ■ LATERAL PIPE SIZING: THE IRRIGATION CONTRACTOR SHALL INSTALL BUBBLER AND OR SPRAY LATERAL SIZED AS FOLLOWS: System Design BUBBLERS ARE GPM EACH: ROTOR HEADS GPM PER LEGEND SHEET 2.1. The system shall not exceed the following flow rates for noted pipe sizes: 3/4', 4.0 GPM: 1', 12.0 GPM: 1 1/4', 22.0 GPM: 1 1/2', 30.0 GPM: 2', 50.0 GPM: 2 1/2', 15.0 GPM. N • I •I • ♦ • MAINLINE SHOWN IN PAVEMENT FOR CLARIFICATION ONLY. PLACE BEHIND BACK OF CURB I N ADJACENT PLANTER. ♦, ♦ I, / W / W * / W W N 4, 4, 4,_ �, /Y/ W WY /W 4, 4, 4, I • 2ok11. � /7' • LOW RUB W * W W W W W W W W 4. W W W W W W Y W APPRCyX. * W W W I,OCATIOAI QF *WIRELESS RAIN • W - W W W LOW ♦ �I TREE \ S • • • ♦♦ ♦ DOCUMENTATION CONTACT THE G I TY FOR FINAL INSPECTION OF LANDSCAPE AND IRRIGATION PRIOR TO FINAL ACCEPTANCE. THE OWNER SHALL SUBMIT THE FOLLOWING TO THE CITY PRIOR TO CERTIFICATE OF OGGUPANCY�� CERTIFICATION OF INSTALLATION ACCORDING TO THE'Th4FPROVED PLAN. LANDSCAPE DOCUMENTATION PACKAGE WITH THE FOLLOWING SUBMITTALS TO BE PREPARED BY THE LANDSCAPE CONTRACTOR FOR SUBMIT 4L TO THE CITY AT COMPLETION OF INSTALLATION: THE LANDSCAPE DOCUMENTATION PACKAGE SHALL INCLUDE THE FOLLO 1. PROJECT INFORMATION: a. DATE OF LANDSCAPE PLAN SUBMITTAL± b. PROJECT APPLICANT± c. PROJECT ADDRESS (IF AVAILABLE, PARCEL AND/OR LOT NUMBER(S))± d. TOTAL LANDSCAPE AREA (SQUARE FEET)± e. PROJECT TYPE (E.G., NEW, REHABILITATED, PUBLIC, PRIVATE, CEMETERY, HOMEOWNER- INSTALLED)± MAINLINE SHOW PAVEMENT F CLARIFICATION ONLY PLACE !HIND BACK CURB ADJACENT PL TER. r. WATER SUPPLY TYPE (E.G., POTABLE, RECYCLED, WELL) AND IDENTIFY THE LOCAL RETAIL WATER PURVEYOR IF THE APPLICANT IS NOT SERVED BY A PRIVATE WELL± 9• CHECKLIST OF ALL DOCUMENTS IN LANDSCAPE DOCUMENTATION PACKAGE± h. PROJECT CONTACTS TO INCLUDE CONTACT INFORMATION FOR THE PROJECT APPLICANT AND PROPERTY OWNER± i. APPLICANT SIGNATURE AND DATE WITH STATEMENT, I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION PACKAGE ± 2. WATER EFFICIENT LANDSCAPE WORKSHEET ON THE FORM OR FORMAT PROVIDED BY THE COMMUNITY DEVELOPMENT DEPARTMENT± 3. SOIL MANAGEMENT REPORT± 4. LANDSCAPE DESIGN PLAN± 5. IRRIGATION DESIGN PLAN± AND 6. GRADING DESIGN PLAN. ORD. 6-18 (SEPTEMBER 2018) I' = 30' } } } } } } 0 15 30 60 PRELIMINARY IRRIGATION PLAN SCALE: 1" = 30' 150 1 1 1 1 1 1 1 1 ♦ • OF ♦ II I // LLER SLEEVE TYP APPROX. LOGA1 I ON OF CONTROLLER OORD. w/ GENERAL CONTRACTOR PA ROOTS UNIT A r__ IIII ; 1111 I , IIII • •` DRIP ZONE 15 1-7 L UNIT B 17 P1 i LOW SHRUB 171 ----- mEnum-- moo ---A MED T I TREE DRIP ZONE 5 LOW • -----r--- MI NW 44044 r� ♦ 110 I 1 - I C C t IRRIGATION LEGEND: SYMBOL MFG. RAINBIRD • RAINBIRD RAINBIRD ►/ NIBCO NIBCO HUNTER C NOT SHOWN HUNTER NOT SHOWN HUNTER LATERAL SERIES/MODEL RWS(2) WITH (1)1401 BUBBLER EA. FEB SERIES XCZ-100-PRB-COM W/ T-FP600 T-113 -K ACC2 W/ SOLAR SYNC CREATIVE SENSOR FS1-T100-001 TECHNOLOGIES RAINBIRD PESB ICD 100/200 ICD SEN SCH 40 (SIZE PER NOTES) — — — DRIP LATERAL 1" SCH. 40 PVC MI MI IRRIG. MAIN ••-■■■•• DRIP ZONE P.o.C. LOW HYDROZONE NOTE: HYDROZONES ARE PER VALVE AREA OF INFLUENCE. A DESIGNATION OF HIGH, MEDIUM OR LOW IS SHOWN ADJACENT TO THE VALVE CALLOUT SYMBOL TO DESIGNATE THE WATER USE OF THE HYDROZONE. PEPCO TORO SLEEVE 2" SCH 40 PVC unless noted otherwise 3/4' FLEXIBLE TUBING TURBO -SC EMITTERS SCH. 40 PVC POINT OF CONNECTION VALVE IDENTIFICATION NUMBER GALLONS PER MINUTE OR "D" FOR DRIP IRRIG. VALVE PSI GPM PRESS. COMP. BUBBLERS 20-90 25 ea. REMOTE CONTROL VALVE (SIZE AS NOTED) 1' DRIP CONTROL VALVE ASSEMBLY 40 psi (W/200 MESH SCREEN) FULL PORT BRASS BALL VALVE SIZE PER MAINLINE BRONZE GATE SHUT OFF VALVE W/ CROSS TOP SIZE PER PIPE DECODER SERIES WALL MOUNT CONTROLLER W/ 24 STA. WITH WEATHER SENSOR 1" FLOW SENSOR INSTALL PER MFG. SPECIFICATIONS 1 1/2MASTER CONTROL VALVE DECODER: 100 PER SINGLE ADDRESS VALVE, 200 FOR DOUBLE ADDRESS (2 VALVES) SENSOR DECODER: 1 PER FLOW SENSOR INSTALL 6 12' MIN. BELOW FINISH GRADE RUN A 1" LATERAL TO ALL INDIVIDUAL TREE BUBBLERS PER VALVE. INSTALL 6 12' MIN. BELOW FINISH GRADE (NOT SHOWN) RUN A 1" LATERAL TO ALL INDIVIDUAL PLANTER AREAS PER VALVE. INSTALL 6 24" MIN. BELOW FINISH GRADE ADD WARNING TAPE 6 6" DEPTH ABOVE PIPE. VALVE SIZE RAINBIRD 44LC INSTALL 6 6' MIN. BELOW FINISH GRADE (NOT SHOWN) SINGLE OUTLET (SELF FLUSHING) PRESSURE COMPENSATING -INSTALL DRIP TO ALL PLANTS ' (2) 1/2 GP1-1/1 GAL, (2) 1 GP1-1/5 GAL, (3) 2 GPH/15 GAL, (4) 2 GPH/24" OR 36" BOX (NOT SHOWN) 2" (MIN.) LARGER THAN IRRIG. PIPE (MIN. 4" DIA.) INSTALL 6 SPECIFIED DEPTH PER MAIN LINE OR LATERAL PIPE. EXTEND SLV. 12' BEYOND PAVEMENT, STAKE TO MARK. 1' QUICK COUPLER VALVE, 2 PIECE BODY W/ LOCKING COVER WIRE SPLICE - NOT SHOWN -TO BE FIELD NOTED FOR ASBUILT DRAWINGS MAINLINE DRAIN -NOT SHOWN -TO BE FIELD NOTED FOR ASBUILT DRAWINGS SURGE AND LIGHTNING ARRESTORS FOR 2 WIRE SYSTEM TO BE FIELD NOTED FOR ASBUILT DRAWINGS BRASS BALL VALVE PER LEGEND BHT. L2.1 SIZE TO MAINLINE LOCATE ONE AT EACH VALVE OR GROUP OF VALVES. MAINLINE PER PLAN AUTOMATIC VALVE AUTOMATIC CONTROL VALVE CONNECTION DETAIL NOTE: OVERHEAD IRRIGATION SHALL BE SCHEDULED BETWEEN 8:00PM AND 10:00AM UNLESS WEATHER CONDITIONS PREVENT IT. IF ALLOWABLE HOURS OF IRRIGATION DIFFER FROM THE WATER DISTRICT, THE STRICTER OF THE TWO SHALL APPLY. OPERATIONS OF THE IRRIGATION SYSTEM OUTSIDE THE NORMAL WATERING WINDOW IS ALLOWED FOR AUDITING AND SYSTEM MAINTAINENCE THE IRRIGATION AUDIT SHALL INCLUDE, BUT IS NOT LIMITED TO: INSPECTION, SYSTEM TUNE - UP, SYSTEM TEST WITH DISTRIBUTION UNIFORMITY, REPORTING OVERSPRAY OR RUNOFF THAT CAUSES OVERLAND FLOW, AND PREPARATION OF AN IRRIGATION SCHEDULE, INCLUDING CONFIGURING IRRIGATION CONTROLLERS WITH APPLICATION RATE, SOIL TYPES, PLANT FACTORS, SLOPE, EXPOSURE AND ANY OTHER FACTORS NECESSARY FOR ACCURATE PROGRAMMING. ORD. 6-18 (SEPTEMBER 2018) WATER EFFICIENT LANDSCAPE REQUIREMENTS AUTOMATIC CONTROLLER W/ ET DATA, REPEAT CYCLING IRRIGATION ZONES PER PLANT WATER REQUIREMENTS RAIN SENSORTO BE SPECIFIED SOIL AMENDMENTS TO BE INCORPORATED PLANTER SURFACE AREAS TO BE MULCHED WATER USAGE TO MEET STATE WATER EFFICIENT LANDSCAPE STANDARD I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION PACKAGE THE LANDSCAPE DESIGN PLAN COMPLIES WITH DUBLIN MUNICIPAL CODE CHAPTER 8.88 FOR THE EFFICIENT USE OF WATER Ba.O.it 4-12-23 CA. L IC * 4511 HPA architecture hpa, inc. 600 grand ave, suite 302 oakland, ca 94610 tel: 949.862.2113 email: hpa@hparchs.com GreenDesion Landscape Architects, Inc. 1464 Popinjay Drive Reno, NV. p: 775 8291364 email: bhatch00@charter.net Developer DUBLIN BOULEVARD OWNER, LP 19700 Vermont Ave. Suite 101 Torance, CA 90502 Project: 11711 DUBLIN BLVD. DUBLIN, CA Consultants: CIVIL STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE FIRE PROTECTION SOILS ENGINEER RJA Green Design • Title: PRELIMINARY IRRIGTATION PLAN Project Number: Drawn by: Date: Revision: 21657 BH 08/18/2022 COMMENTS COMMENTS 1-26-23 4-12-23 COMMENTS 11-3-23 REVISED 1-31-24 REVISED 6-10-24 Sheet: L2. 1 IRRIGATION NOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE UJITH THESE PLANS, THE REQUIREMENTS OF THE CITY, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LOCAL BUILDING CODES, ORDINANCES, AND OTHER CODES OR REGULATIONS THAT APPLY. 15. AN OPEN TRENCH INSPECTION OF THE REDUCED PRESSURE PRINCIPLE BACKFLOW DEVICE SHALL BE PERFORMED BY THE WATER PURVEYOR PRIOR TO OPERATING THE IRRIGATION SYSTEM. IRRIGATION REQUIREMENTS NOTE: RUN A 1" SCH 40 PVC LATERAL TO ALL REMOTE AREAS WITHIN EACH DRIP ZONE. RUN 3/4" FLEXIBLE TUBING TO THE EXTENTS OF ALL PLANTER AREAS. REFER TO DETAIL SHEET FOR EMITTER LAYOUT. c(D) c(D) ■ 2. SLEEVES ARE NOT SHOW AT PAVEMENT CROSSINGS. ALL PIPING AND WIRING UNDER PAVING SHALL BE INSTALLED IN SLEEVES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL SLEEVING WITH THE GENERAL CONTRACTOR. FAILURE OF INSTALLING SLEEVES PRIOR TO PAVING SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY AND SHALL BE INSTALLED AS HIS EXPENSE. PIPING AND CONTROL WIRES UNDER PAVEMENT SHALL BE INSTALLED IN SEPARATE SLEEVES. LATERAL SLEEVES SHALL BE A MINIMUM OF 18" DEPTH, MAINLINE SLEEVES SHALL BE A MINIMUM 24" DEPTH. SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X) O.D. DIAMETER OF THE PIPE TO BE SLEEVED. CONTROLLER WIRE SLEEVES SHALL BE 2X THE SIZE FOR THE REQUIRED NUMBER OF WIRES. BACKFILL MIN. 4" SAND. 3. MAINLINE SLEEVES UNDER PAVEMENT SHALL BE INSTALLED 24" BELOW THE SUBGRADE THE TRENCH SHALL BE CLEANED FREE OF ALL ROCK 4 DEBRIS, AND BACKFILLED WITH SAND TO A MINIMUM DEPTH OF 4" OVER THE SLEEVE OVER AND UNDER THE SLEEVE. BACKFILL TRENCH WITH 1/8' MINUS. 4. ALL MAIN LINES SHALL BE PRESSURE TESTED AT 120 PSI FOR A MINIMUM 2.5 HOUR PERIOD PRIOR TO BACKFILLING OF TRENCHES. IF ANY LEAKS ARE PRESENT THEY SHALL BE CORRECTED AND LINES SHALL BE RE -TESTED PRIOR TO BACKFILLING TRENCHES. 5. FIFE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. 6. THE IRRIGATION CONTRACTOR SHALL FLUSH ALL LATERALS PRIOR TO INSTALLING EMITTER HEADS. 1. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOW OUTSIDE OF THE PLANTER AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN THE PLANTER AREAS. 8. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS, FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS UNDER ROADWAYS AND PAVING. 9. SHOULD DISCREPANCIES IN THE PLANS OR FIELD MODIFICATIONS BE REQUIRED, CONTACT THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION FOR RESOLUTION OR CLARIFICATION. 10. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOW ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 11 ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 12. THE CONTRACTOR SHALL AT HIS OW EXPENSE, LOCATE ALL UNDERGROUND UTILITIES WHICH MAY AFFECT HIS OPERATION DURING CONSTRUCTION AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO THE SAME. 13. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING NEAR OVERHEAD OR UNDERGROUND POWER AND/OR TELEPHONE, WATER, GAS AND SEWER FACILITIES SO AS TO SAFELY PROTECT ALL UTILITIES, PERSONNEL, AND EQUIPMENT, AND SHALL BE RESPONSIBLE FOR ALL COSTS AND LIABILITY IN CONNECTION THEREWITH. 14. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXISTING IMPROVEMENTS WHICH ARE TO REMAIN IN PLACE, FROM DAMAGE, AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR RECONSTRUCTED SATISFACTORY TO THE OWNER AT THE EXPENSE OF THE CONTRACTOR MA INTENANCE THE IRRIGATION SHALL BE MAINTAINED TO ENSURE SUFFICIENT AND TIMELY WATERING NECESSARY FOR THE SURVIVAL OF ALL PLANT MATERIAL. A COPY OF THE APPROVED IRRIGATION PLAN WITH ANY ASBUILT CONDITIONS, SHALL BE KEPT ON THE PROJECT SITE FOR REFERENCE. THE SYSTEM SHALL BE CHECKED YEARLY FOR CONTINUED OPERATION WITH THE ORIGINAL PLAN AND COMPONENTS ADJUSTED AND OR REPLACED AS REQUIRED FOR EFFICIENT OPERATION OF THE SYSTEM TO PROVIDE SUFFICIENT WATER TO ENSURE THE HEALTH OF THE PLANT MATERIAL. 1' = 30' 16. THE IRRIGATION CONTROLLER SHALL BE WIRED DIRECTLY TO THE POWER SOURCE. IT SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO BRING CONTROLLER WIRING TO THE CONTROLLER LOCATION. CONNECTING THE CONTROLLER TO THE POWER SOURCE SHALL BE THE RESPONSIBILITY OF A LICENSED ELECTRICAL CONTRACTOR THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND ANY LOCAL CODES OR ORDINANCES THAT APPLY. IT SHALL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE POWER SOURCE AND EXACT LOCATION OF THE CONTROLLER WITH OWNER'S REPRESENTATIVE. FINAL CONNECTION OF THE VALVE WIRES TO THE CONTROLLER SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY. 11. INSTALL REMOTE CONTROL VALVES, PRESSURE REGULATOR AND QUICK COUPLER VALVES AS DETAILED. INSTALL R.C.V. ID TAGS MANUFACTURED BY T. CHRISTY, ENT. STANDARD SIZE, 1 1/8' HOT STAMPED BLACK LETTERS ON YELLOW BACKGROUND ON SOLENOID WIRES. LETTERS TO CONFORM TO CONTROLLER/STATION NUMBER. 18. ALL VALVE WIRING SHALL BE HUNTER TWISTED ID WIRE APPROVED FOR DIRECT BURIAL IN GROUND. CONNECT WIRES AS DETAILED PER MANUFACTURERS SPECIFICATIONS UTILIZING RAINBIRD DB GREASE FILLED CONNECTORS. ALL WIRE STRIPPING TO BE DONE WITH KING OF WIRE STRIPPER AVAILABLE ON AMAZON.COM. EACH WIRE AT VALVES SHALL HAVE 24" EXCESS COILED LOOP IN VALVE BOX. TAPE WIRE CABLE TO MAINLINE EVERY FIFTEEN FEET (15'). FLOW SENSOR WIRE SHALL BE PAIGE PE89 FROM THE FLOW SENSOR TO THE 2 WIRE CABLE. PROVIDE 2 WIRE CABLE GROUND ROD IN BOX WITH HUNTER SURGE ARRESTOR EVERY 1000' LF OR FOR EVERY TWELVE DECODERS WHICH EVER COMES FIRST. 2 WIRE CABLE IS TO BE LOOPED AROUND THE BUILDING FROM THE CONTROLLER TO THE CONTROLLER. TAPE WIRE CABLE MAINLINE PER DETAILS. 19. ALL BACKFILL MATERIAL, OTHER THAN SAND AROUND THE MAINLINE, SHALL BE FREE OF ROCKS, CLODS AND OTHER EXTRANEOUS MATERIALS, COMPACT BACKFILL TO ORIGINAL DENSITY. 20. AT JOB COMPLETION, SUPPLY OWNER WITH ONE (2) SETS OF MATCHING QUICK COUPLER VALVE KEY AND HOSE SWIVEL, AND TWO (2) KEYS FOR EACH CONTROLLER, ALL MANUFACTURERS INFORMATION. 21. ACCURATELY AND NEATLY MARK ALL FIELD CHANGES MADE DURING CONSTRUCTION ON A DAILY BASIS ON ONE PLAN SET. ALL DRAFTING TO BE DONE BY A COMPETENT DRAFTSMAN. SUBMIT TO OWNER FOR RECORD. DIMENSION MAINLINE OFF BACK OF CURB OR SIDE WALK FOR REFERENCE ON CONSTRUCTION PLAN SET. LOCATE ALL RAIN SENSORS, DRAINS ON THE PLAN. A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES. 22. ALL IRRIGATION INSTALLATION AND EQUIPMENT SHALL GUARANTEED FOR A PERIOD OF ONE YEAR 23.REUSE OR RECYCLE EXCESS CONSTRUCTION MATERIAL. 24.PROVIDE (1) DIGITAL COPY OF SUBMITTAL PACKAGE OF ALL IRRIGATION COMPONENTS AND MATERIALS FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO COMMENCING WORK. 25.THE IRRIGATION CONTRACTOR SHALL FIELD VERIFY PRESSURE AT THE POINT OF CONNECTION. THE SYSTEM IS DESIGNED WITH A MINIMUM OF 60 PSI AT THE METER POINT OF CONNECTION. PRESSURE REGULATING DEVICES SHALL ARE REQUIRED IF THE WATER PRESSURE IS BELOW OR EXCEEDS THE RECOMMENDED PRESSURE OF THE SPECIFIED IRRIGATION DEVICES. 26. CHECK VALVES OR ANTI -DRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADS WHERE LOW POINT DRAINAGE WOULD OCCUR 0 15 30 60 PRELIMINARY IRRIGATION PLAN SCALE: 1" = 30' 150 NOTE: THE SOLAR SYNC SHALL BE SET UP PER HUNTER'S ET REGION REFERENCE MAP TO MANAGE WATERING. OBTAIN A COPY OF THE OWNER'S MANUAL PRIOR TO INSTALLATION. THE MANUAL SHALL BE PROVIDE TO THE OWNER UPON COMPLETION OF INSTALLATION. THE IRRIGATION SHALL BE CONSISTENT WITH THE PROVISIONS LISTED IN STATE OF CALIFORNIA MODEL WATER EFFICIENT LANDSCAPE ORDINANCE PRACTICES AND SHALL BE PROVIDED IN ACCORDANCE WITH THE CITY'S LANDSCAPING POLICIES. THE IRRIGATION SHALL BE MAINTAINED BY THE IRRIGATION CONTRACTOR PER THE MAINTENANCE SPECIFICATIONS AVAILABLE AT WWW.STOPWASTE.ORG AND SHALL BE PART OF THE CONTRACT BETWEEN THE OWNER AND IRRIGATION CONTRACTOR. THE IRRIGATION SHALL BE MAINTAINED FOR A MINIMUM OF ONE YEAR BY THE INSTALLATION CONTRACTOR THE IRRIGATION CONTRACTOR SHALL HAVE ON IT'S STAFF A CERTIFIED IRRIGATION PROFESSIONAL TO PROVIDE WRITTEN PROCEDURES AND PERFORM TESTING AND ADJUSTMENT PROCEDURES, PROVIDE A WRITTEN WATERING SCHEDULE AND PERFORM AN IRRIGATION AUDIT. THE PROVISION OF THE TESTING PROCEDURES, WATERING SCHEDULE AND SHALL BE PART OF THE INSTALLATION/MAINTENANCE CONTRACT. THE TESTING PROCEDURES AND WATERING SCHEDULE SHALL BE SUBMITTED TO THE CITY ENGINEER UPON COMPLETION OF INSTALLATION AND AUDIT. A DETAILED OPERATING AND MAINTENANCE REPORT INCLUDING INSTRUCTIONS AND COPIES OF WARRANTIES/QUARANTEES SHALL BE SUBMITTED TO THE OWNER AND THE CITY UPON COMPLETION OF INSTALLATION AND AUDITING. THE OPERATING AND MAINTENANCE REPORT SHALL BE UPDATED AT AT THE END ON THE ONE YEAR MAINTENANCE PERIOD IF REQUIRED. THE IRRIGATION SYSTEM SHALL BE SET TO OPERATE BETWEEN 10 PM AND AM. THE APPLICATION RATE FOR ROTOR HEADS SHALL NOT EXCEED .25" PER CYCLE AND SHALL NOT EXCEED .W5" PER HOUR THE CONTROLLER SHALL BE SET TO CYCLE AT MULTIPLE START TIMES PER WATERING DAY TO PER SOIL INFILTRATION CAPACITY TO AVOID RUNOFF. ° DUBLIN BLVD. DRIP ZON singrinal *3n �� t.. 4 /� - ter-��i��n�i �vwl, -z--v - OwApoki ii ir POG EX. 2" DOMESTIC IRRIG. METER AND BACKFLOW RESET BEHIND NEW WALK PER CIVIL DINGS. SURE or 50 PSI. FLOW TO BE PROGRAMMED IS 25 1 1 -5 ontr---- I�. cl c lc lc -.cuc MAINLINE SHOWN IN �� — — — — — PAVEMENT FOR M. — CLARIFICATION ONLY. PLACE- BEHINDBACK OF CURB IN ADJACENT PLANTER. I— —•— — — I crcnorc II III — UNIT C 1 LI + I- UNIT D MAINLINE (SHOWN IN PAVEMENT FOR CLARIFIC TION ONLY. PLACE B YOND BACK OF CURB IN 4DJACENT PLANTER.' TYP. 1 DR s ° H * + W W W W .8,1 I W W * W ❑ \ W W W W W \ \W W W W \ \ \ • 4, 4, 4, \ \ \W W • \ Nt W \ \ \ • • 0.0„ s \ • ♦ DRIP ZONE 1 CONTROLLER WIRE SLEEVE TYP. CONTROLLER WIRE SLEEVE TYP. HPA architecture hpa, inc. 600 grand aye, suite 302 oakland, ca 94610 tel: 949.862.2113 email: hpa@hparchs.com GreenDes'icin Landscape Architects, Inc. 1464 Popinjay Drive Reno, NV. p: 775 8291364 email: bhatch00@charter.net Developer DUBLIN BOULEVARD OWNER, LP 19700 Vermont Ave. Suite 101 Torance, CA 90502 ■ Project: 11711 DUBLIN BLVD. DUBLIN, CA ■ Consultants: CIVIL STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE FIRE PROTECTION SOILS ENGINEER RJA Green Design ■ Title: PRELIMINARY IRRIGTATION PLAN Project Number: Drawn by: Date: Revision: 21657 BH 08/18/2022 COMMENTS COMMENTS 1-26-23 4-12-23 COMMENTS 11-3-23 REVISED 1-31-24 REVISED 6-10-24 Sheet: L_2 ■ 2 ■ HPA DUBLIN HYDROZONE INFORMATION TABLE Please complete the hydrozone table(s) for each hydrozone. Use as many tables as necessary to provide the square footage of landscape area per hydrozone. Table reflects temporary irrigated areas where spray irrigation is provided. Hydrozone* Zone or Valve Irrigation Method** Area (Sq. Ft.) % of Landsca pe Area LW Shrubs & Trees Low Density 1,4,12,13,14,15,16,17 Drip/Bubbler 10,861 45% LW Shrubs & Trees Med. Density 2,3,11 Drip/Bubbler 2,293 9% LW Shrubs & Trees High Density 5,8,9,10 Drip/Bubbler 8,384 36% LW Bio- Retention 7 Spray 2,712 10% MW Trees 6 Bubbler 640 Total 24,890 sq.ft. 100% * Hydrozone HW = High Water Use Plants MW = Moderate Water Use Plants LW = Low Water Use Plants VLW= Very Low Water Us -Non Irrigated Trees are assumed a 40 s.f area for watering each. Maximum Applied Water Allowance Calculations for New and Rehabilitated Non -Residential Landscapes Messages and Warnings P OF CAt.- 0 Click on the blue cell on right to Pick City Name ETe of City from Appendix A Total Landscape Area Results: (ET,,) x (0.62) x [(0.45 x LA) + (1.0 - 0.45) X SLA)] Pleasanton (Name of City 46.20 ETo (inches/year) 2712 22,178 0 24,890 MAWA calculation incorporating Effective Precipitation (Optional) Precipitation (Optional) ETe of City from Appendix A Total Landscape Area Special Landscape Area Enter Effective Precipitation Results: MAWA = [(ETe- Eppt) x (0.62)] x [(0.45 x LA) + ((1.0 - 0.45) x SLA)] Overhead Landscape Area (ft2) Drip Landscape Area (ft2) SLA (ft2) Gallons Cubic Feet HCF Acre-feet Millions of Gallons 46I ETe (inches/year) 24,890ILA (ft2) OISLA (ft2) 19 Total annual precipitiation (inches/year) 4.75I Eppt (in/yr)(25% of total annual precipitation) 287,842 Gallons 38,478.96 Cubic Feet 384.79 HCF 0.88 Acre-feet 0.29 Millions of Gallons Estimated Total Water Use Equation: ETWU = ETo x 0.62 x [((PF x HA)/IE) + SLA]; Considering precipitation ETWA = (ETo-Eppt) x 0.62 x [((PF x HA)/IE) +SLA] Enter values in Pale Blue Cells Tan Cells Show Results Messages and Warnings Irrigation Efficiency Default Value for overhead 0.75 and drip 0.81. Plant Water Use Type Very Low Low Medium High SLA Plant Factor 0 - 0.1 0.2 - 0.3 0.4 - 0.6 0.7 - 1.0 1.0 Hydrozone Select System From the Dropdown List click on cell below Plant Water Use Type (s) (low, medium, high) Plant Factor (PF) Hydrozone Area (HA) (ft) Without SLA Enter Irrigation Efficiency (IE) (PF x HA (ft2))/IE Zone 1 Drip Very Low 0.10 10,861 0.81 1,341 Zone 2 Drip Low 0.20 2,293 0.81 566 Zone 3 Drip Low 0.30 8,384 0.81 3,105 Zone 4 i Drip Very Low 0.10 2,712 0.81 335 Zone 5 •_ Drip 0.40 640 0.81 316 Zone 6 Zone 7 Zone 8 Zone 9 Zone 10 Zone 11 Zone 12 Zone 13 Zone 14 Zone 15 Zone 16 Zone 17 Zone 18 Zone 19 Zone 20 Zone 21 Zone 22 Zone 23 Zone 24 Zone 25 Zone 26 Zone 27 Zone 28 tip Zone 29 Zone 30 Zone 70 Zone 71 Zone 72 i Zone 73 Zone 74 Zone 75 t Zone 76 - Zone 77 Zone 78 Zone 79 Zone 80 Zone 81 Zone 82 Zone 83 Zone 84 Zone 85 Zone 86 Zone 87 Zone 88 Zone 89 Zone 90 Zone 91 Zone 92 Zone 93 Zone 94 Zone 95 Zone 96 Zone 97 Zone 98 Zone 99 Zone 100 5,663 SLA 0 0 Sum 24,890 Results MAWA = 287,842 ETWU = 145,536 Gallons ETWU complies with MAWA 19,455 Cubic Feel 194.55 HCF 0.45 Acre-feet 0.15 Millions of Gallons architecture hpa, inc. 600 grand aye, suite 302 oakland, ca 94610 tel: 949.862.2113 email: hpa@hparchs.com GreenDesion Landscape Architects, Inc. 1464 Popinjay Drive Reno, NV. p: 775 8291364 email: bhatch00@charter.net Developer DUBLIN BOULEVARD OWNER, LP 19700 Vermont Ave. Suite 101 Torance, CA 90502 ■ Project: 11711 DUBLIN BLVD. DUBLIN, CA ■ Consultants: CIVIL STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE FIRE PROTECTION SOILS ENGINEER RJA Green Design ■ Title: PRELIMINARY IRRIGTATION PLAN Project Number: Drawn by: Date: Revision: 21657 BH 08/18/2022 COMMENTS COMMENTS 1-26-23 4-12-23 PRELIMINARY IRRIGATION PLAN SCALE: 1" = 30' Sheet: L_2 ■ 3 +0.1 +0.2 +0.2 +0.2 +0..L+0.1 +0V0.1 +o. *0. +0.1 +0.1 +0.1 +0.1 +0.1 +0.2 +0.2 + +0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.2 +0.2 +0.2 +0.2 +0.3 +0.0 +0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.1 +0.1 +0.2 +0.2 +0.2 +0.3 +0.3 +0.3 +0.4 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + + + + + + + + + + 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.4 i+0. +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 +0.0 0 0 0.0 +0.0 +0.0 0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0. +0.0 +0.0 +0.0 +0.0 +0.0 +0 +0.0 +0.1 +0.1 +0.1 +0.1 +0. +0.1 +0.1 +0.1 +0.1 +0.1 +0. +0.1 +0.1 +0.1 +0.1 +0.2 +0 +0.1 +0.1 +0.1 +0.1 +0.2 +0.2 +0.3 +0.1 +0.1 +0.1 +0.2 +0.2 +0.3 +0.4 -. 0 +0.1 +0.1 +0.2 +0.2 +0.3 +0.4 +I +0.1 +0.1 +0.2 +0.2 +0.3 +0.4 + +0.1 +0.1 +0.2 +0.3 +0.4 +0. +0.1 +0.2 +0.2 +0.3 +0.44 +i +0.1 +0.2 +0.3 +0.4 +0.5 +0.2 +0.3 +0.3 +0.4 +0.2 +0.2 +0.3 +0.4 +0.5 +0 +0.2 +0.3 +0.3 +0.5 +0.6 +0.7 +0.2 +0.3 +0.4 +0.5 +0.7 +i +0.1 +0.2 +0.4 +0.6 +0.8 +0.1 +0.2 +0.3 +0.5 +0.8 +0.1 +0.1 +0.2 +0.4 +0.7 +0.0 +0.1 +0.1 +0.1 +0.3 +0.6 +0.0 +0.0 +0.1 +0.1 +0.1 +0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.2 +0.3 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.2 0)/ +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 + .1 +0.) +0.3 +0.0 +0.0 +0.0 +0.0 +0.0 +0. +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 ..0 +O.Y +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 O. 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CI +0.3 2 +0.1 +0.1 +0.1 +0.1 +0.2 +0.3 +0.3 Schedule Symbol Label QTY Catalog Number Description Lamp Number Lamps Lumens per Lamp LLF Wattage 4 LC6SLEM 6LCSL 14 L EM 6 INCH LBR DOWNLIGHT 1400LM 4000K 1 1641 0.9 18 14 RZR-WM1-PLED-III-W- 20LED-350mA-40K EM1 CAST BLACK PAINTED FINNED METAL HOUSING. 20 WHITE LIGHT EMITTING DIODES (LEDS), BASE UP. 20 151 0.9 21.4 7 VLL-PLED-III-W-80LED- 525mA-NW-HS -MM511 25 FT POLE 30 IN BASE CAST BLACK PAINTED FINNED METAL HOUSING. 80 WHITE LIGHT EMITTING DIODES (LEDS), BASE UP. 80 167 0.9 129.4 o 2 VLL-PLED-III-W-80LED-- WALL MT AT 30 FT AFG CAST BLACK PAINTED FINNED METAL HOUSING. 80 WHITE LIGHT EMITTING DIODES (LEDS), BASE UP. 80 218 0.9 129 4 15 VLL-PLED-IV-80LED- B3 UO G3 WALL MT AT 30 FT AFG CAST BLACK PAINTED FINNED METAL 80 WHITE LIGHT EMITTING DIODES (LEDS), BASE UP. 80 295 0.9 173.6 18I El 4 VLL-PLED-VSQ-W-80LED- -525mA-40K POLE MT POLE 30 IN BASE BUG RATING B5 UO G3 CAST BLACK PAINTED FINNED METAL HOUSING. 80 WHITE LIGHT EMITTING DIODES (LEDS), BASE UP. 80 232 0.9 258.8 Statistics Description Symbol Avg Max Min Max/Min Avg/Min 27. 7 +2 D_ Q A2l,lA C2{al C A .® C +1:1 W +1.3 W 2 +1.3 1.5 +1.5 .... ..... .... ... . +1 +1 +1 + • .2 +1.1 +1.0 +1.4 +1.3 +1.7 +1.8 +1.8 +1.8 +1.8 +1.8 +1.8 +1.9 +2.0 +2.0 +2.0 +1.8 +1.6 +2.2 +2.3 +2.3 +2.2 +2.0 +2.0 +2.0 +2.2 +2.4 +2.6 +2.5 +2.3 +1.9 'tr1.3 "" +1:6 :11,[1s C . 3 C .8'11, 2' `2�2C.7rrii [1 [1 +� , i .1 W+13W +1- +1 8+2 2 i 'i 3 4Z 6/ 3.5_62.9 2.6n 2.42 L 2_5 2213 3.3 -I +1 [1.0 2. C1i C . C + + + n /n\ )4\ %�� / 2\ 4 .4 �3.3 +3.0 �+2.E� 2.� A A. A., //\ n -Al' \ 39 .� +2 +V +11 +2.4 +2.1 +2.0 +2.0 +2.0 +2.1 +2.1 +2.2 +2.3 +2.4 +2.5 +2.5 +2.6 +2.7 +2.7 +2.6 +2.5 +2.3 +2.1 +1.9 +1.9 +1.8 I + 8 .2 +2.8 +2.1 Al @27.5' ° .0 +3.1 +2.3 .3 +2.9 +2.2 .7 +2.5 +2.1 .1 +2.1 +1.8 +1.7 +1.7 +1.6 +2.0 +2.0 +2.1 +2.0 +2.0 +2.3 +2.6 +2.7 +2.8 +2.8 +2.6 +2.5 +2.5 +2.6 +2.5 +2.4 +2.2 +1.9 +1.7 +1.6 +1.5 +1.5 +1.4 +1.5 +1.4 o +4.9 +54 +5.2 +4.9 +5.0 +5.4 +5.9 +4.2, +3.5 +3.4 +3.6 +4.1 +4.4 +3.5 o +2.7 a +3,2 +275 +2.8 +2.6 +2.8 +3.2 +3.5 +2.2 +2.1 +2.2 +2.5 +2.7 14/ vi +141 V ei 3 o SITE PHOTOMETRIC PLAN 13 +19 0 0 iiPM Engineers, Inc. 102 DISCOVERY Irvine, Ca. 92618 Tel. 949-880-2524 Fax. 949-450-1454 Contact: Eric Tra e-mail: erict@rpmpe.com IF THIS SHEET IS NOT A 30" X 42" IT IS A REDUCED PRINT • HPA architecture hpa, inc. 18831 bardeen avenue - ste. #100 irvine, ca 92612 fax: 949-863-0851 email: hpa@hparchs.com Owner: 2518 N. SANTIAGO BLVD. ORANGE, CA 92867 TEL : 714-998-3400 Project: DUBLIN 11711 DUBLIN BLVD DUBLIN CA Consultants: Civil: Structural: Mechanical: Plumbing: Electrical: Landscape: Fire Protection: Soils Engineer: LDDC DFA RPM ENGINEERS RPM ENGINEERS RPM ENGINEERS Title: SITE PHOTOMETRIC PLAN Project Number: Drawn by: Date: Revision: Sheet: 20499 RPM 04/10/23 E-1.0 RPM#22-614 04/10/23 HPA BICYCLE CIRCULATION LAYOUT 11711 DUBLIN BOULEVARD h. R /`/////,///,///// / ' 0, J F W LEGEND - - •>- - • BICYCLE CIRCULATION Dublin, California 21657 06.21.2024 0 0 N) N O N N co X W N O I- U W 0 r w O 0 C) 0 N O N N I- m 2 X W F- W LU W H- W C) C) N O N N N N O N LEGEND 0 ■ • EVAE FL FF HP LP PSE PV RE 23.8 X"SD • TC - WLE STORM DRAIN CATCH BASIN STORM DRAIN JUNCTION BOX STORM DRAIN MANHOLE EMERGENCY VEHICLE ACCESS EASEMENT FLOW LINE FINISH FLOOR HIGH POINT LOW POINT PUBLIC SERVICE EASEMENT PAVEMENT RIM ELEVATION SPOT ELEVATION STORM DRAIN LINE TOP OF CURB WATER LINE EASEMENT OVERLAND RELEASE ARROW 428.5 TOP PROPOSED BUILDING 405.12 EX. ROOF TOP EXISTING BUILDING 388.5 FF 286.64 f F 6.17' \PROPOSED STAIRS PROPOSED CURB 385.44 FS 394 26' PROPOSED AC PAVEMENT 393.1 CB \)c. Gras SDMH ''RE 39369 IE 378.48 18"SD IE 378.48 EX 24"SD 393.2 9 2 Z83' /390 385.15 EvN 384.44 PROPOSED CURB & GUTTER SECTION EX SCALE: 1" = 8' GRADING LIMIT LINE 02.85) EX DUBLIN BOULEVARD (R/W VARIES) (A PUBLIC ROAD) Concrete -x Asphal E(P) Grass CB 389.20 RE Racks TRICT /\211 Concrete, / CB 386.89 RE Wid. MAE GRADE TOW 3 BOW 384.6- SDMH RE 393.87 6"(W) 428.5 TOP \RETAINING WAIL BY OTHERS 32/<93.49 421.65 EX. ROOF TOP PROPOSED BUILDING 401.10 EX ROOF TOP 388.5 FF SECTION SCALE: 1" = 8' Cb SD PUMP RE 384.25 12''SD OVERFLOW 8.26' SD FORCE E(P) MOT ONIONVNO NVA UNIT B IRENCH DRAIN SPILL CONTAINMENT VAULT'' 7F-MA FLOOD ZONE , -4- \4C62,DX\Oc IVI - I LI I S TRIC7 .6>/----: , ,,sc>\ ''..------2 - \-7_\,,4,7S06-74°18017\N 69.631-___<,/, RETAINING WALL BY OTHERS AlNO PROPOSED CURB 385.25 FS /00 34.83' PROPOSED AC PAVEMENT PROPOSED CURB & GUTTER TOW 388.9 BOW 383.4 384.15 Fs 44, 33. mis 99 TOW 38Z0 BOW 381.5 trf *383,78 RETAINING WALL* 'BY OTHERS * MITERED END 11711 Dublin Multi -Story Cc .1TRENCH DRAIN '...(31iL CONTAINMENT VAULT RETAINING WALL •si BY OTHERS OW .388.3 RETAINING WALL co 4c) Equip. BUBBLER RE 382.50 BOW 3823', FEMA FLOOD ZONE_ BOUNDARY 385.11 EG EX GRADE FENCE Os GRAVE BOW 381.5 Boul yard AC Unit ING LIMIT co 38563 GRADE TOW 384.0 BOW 3823 RE 380.00 FL 379.50 Ts, Transformer UNIT D RETAINING WALL - BY OTHERS so 00 TOE IE 382.57 ck SDMH RE 38368 ,RE 382.50 .557 cb GRADING LIMIT LINE C-1 DISTRICT 0 60 90 / <,,,, 383.34/_3833C83/0,8;: 383.0 783:5 ;833:38; c/ 383.3 // / / co x ' --'38145; \-Ci\----''' 1 8916.73y_61. wRE r, ,_,,,753!.,,. 385.6 ,385 GRADING LIMIT LINE EX. OUTFALL 12"N TOp 5 .384 >- co REVISION >- co REVISION R+Wl id Ph IONS — BUILDINGS AND EXI' ov 11 711 DUBLIN BLVD FOR DUBLIN BOULEVARD OWNEI DATE MAY, 2023 SCALE AS NOTED DESIGNER CR DRAWN BY VB JOB NO. A22024 SHEET 1 OF EX 1 1 SHEETS T• IN ■— T ..'.. ■_■ ■ n Elmo ■mi •� •m Elm Elms ■•o ■m1 .... ms ■•■ �I_■mI ■•1 MA----- — - .. . ._-- n= -n— .... ..�■■ .11L.1 ..ris ui.. ...._.. ..'.. =� TM Dublin Blvd. Elevation - North Elevation Northwest Elevation Arthur H. Breed, Jr. Frwy Elevation - South Elevation West Elevation East Elevation Conceptual Elevations - 32ft clear 11711 DUBLIN BOULEVARD Dublin, California #21657 07.22.2024 Dublin Blvd. Elevation - North Elevation Arthur H. Breed, Jr. Frwy Elevation - South Elevation SHERWIN-WILLIAMS SW 9109 NATURAL LINEN SHERWIN-WILLIAMS SW 7509 TIKI HUT SHERWIN-WILLIAMS SW 7633 TAUPE TONE Enlarged View of Dublin Blvd. Elevation - North Elevation SHERWIN-WILLIAMS SW 9183 DARK CLOVE 0 SHERWIN-WILLIAMS SW 6622 HEARTY ORANGE 0 SHERWIN-WILLIAMS SW 9183 DARK CLOVE METAL PAINT ■ Yeas 0 THIN BRICK VENEER 0 GREY GLAZING Conceptual Elevations & Material Board - 32ft clear 0 BLACK MULLIONS 11711 DUBLIN BOULEVARD Dublin, California #21657 07.22.2024 BLACK METAL CANOPY 0 ALVA LIGHT NATE - MATTE BLACK 28.75" X 7.75" X 6.6 4 Y.4. a f:Se. t K 1 :. IPA 41. Opt �C �fRrf• •�p r i rA } /.Lr�• %y ai r Jinn �, t' �� 4r' � d.. • % :«2 • p / . 4 %» aka 2£ms••.; • _ R'\. x< St, • 441. It September 17, 2024 SB 343 Senate Bill 343 mandates supplemental materials that have been received by the City Clerk's office that relate to an agenda item after the agenda packets have been distributed to the City Council be available to the public. The attached documents were received in the City Clerk's office after distribution of the September 17, 2024, Regular City Council meeting agenda packet. Item 6.1 DUBLIN CALIFORNIA THE NEW AMERICAN BACKYARD CITY MANAGER'S OFFICE MEMORANDUM DATE: September 17, 2024 TO: Honorable Mayor and City Councilmembers FROM: Linda Smith, City Manager SUBJECT: Item 6.1: Hexcel Redevelopment (PLPA-2022-00038) The September 17, 2024, City Council Meeting includes the Hexcel Redevelopment project which includes a proposed Planned Development Rezone with a related Stage 1 and Stage 2 Development Plan, Site Development Review Permit, Heritage Tree Removal Permit, and certification of the Final Environmental Impact Report. After the agenda was posted, it was discovered that two pages in the Hexcel Redevelopment Project landscape plans are incorrect (Sheet L1.1 on page 24 and L1.2 on page 25). The correct landscape plan pages have been incorporated into Attachment 9 — Exhibit A to the Resolution — Hexcel Redevelopment Project Plans. The two correct pages are attached here. T ■ PLANT LIST CA. NATIVE SYM. NO. BOTANICAL NAME COMMON NAME SIZE WATER REGIME MATURE HABIT HYDROZONE H X W 30 LAURUS N. 'SAR4TOGA' 28 PISTACIA C. 'KEITH DAVEY' 1 LAGERSTROEMIA 'DYNAMITE RED' 19 ARBUTUS MARINA 4 PLATANUS ACERFOLIA SWEET BAY CHINESE PISTACHE CRAPE MYRTLE STRAWBERRY TREE LONDON PLANE TREE TOTAL NUMBER OF NEW TREES PROPOSED = 88 EVERGREEN SCREENING SHRUBS 29 ARBUTUS U. 'CO1" IPACTA' HETEROMELES ARBUTIFOLIA 24 CEANOTHUS 'RAY I-IARTMAN' 19 PRUNUS CAROLINIANA 'COMPACTA' 23 XYLOSMA CONGESTA GRASSES N a 12 MUHLENBERGIA RIGENS m 3 FESTUCA MAIREI m 55 LOMANDR4 L. 'LOMLON' • 88 FESTUCA GLAUCA 'ELIJAH BLUE' DROUGHT TOLERANT SHRUBS NOT SHOWN ACACIA R. 'DESERT CARPET' OLEA 'LITTLE OLLIE' N 46 SALVIA AROMAS 23 RHAMNUS C. 'MOUND SAN BRUNO' 24 HESPERALOE PARVIFLORA ® 63 RHAPHIOLEPIS INDICA 'PINK LADY' t 61 CALLISTEMON 'LITTLE JOHN' N ® 20 AGAVE D. 'VARIEGATA' N ® 31 LEUCOPHYLLUM F. 'BERTSTAR DWARF' N 0 13 CEANOTHUS 'POINT REYES' O 15 O 4- ii PERENNIALS g 41 TULBAGHIA V. 'TRICOLOR' N ® 12 VERBENA LILACINA 'DE LA MINA' N A 12 ACHILLEA 'MOONSHINE © 28 DIETES V. 'VARIEGATA' 4, W. STRAWBERRY TOYON CEANOTHUS COMPACT CHERRY LAUREL SHINY XYLOSMA DEER GRASS ATLAS FESCUE LIME TUFF ELIJAH BLUE FESCUE PROSTRATE ACACIA W. FRUITLESS OLIVE CLEVELAND SAGE COFFEEBERRY RED YUCCA INDIAN HAWTHORNE PINK W. BOTTLE BRUSH AGAVE TEXAS RANGER CA. LILAC SOCIETY GARLIC VERBENA YARROW FORT NIGHT LILY 24' BOX or 1345 24' BOX or 1345 24' BOX OR B<B 24' BOX OR B<B 24' BOX OR 5413 5 5 5 5 5 GAL, GAL GAL GAL GAL 1 GAL. 1 GAL. 1 GAL. 1 GAL. 5 5 5 5 5 5 5 5 5 5 GAL. GAL. GAL. GAL. GAL. GAL. GAL. GAL. GAL. GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. NOTE: ROOT BARRIERS SHALL BE INSTALLED WHERE TREES ARE WITHIN 10' OF PAVEMENT. MULCHES M L L L L L L L L L BARK MULCH -ALL PLANTERS NOT DESIGNATED FOR SOD ORANIC RECYCLED CHIPPED WOOD MULCH- PLACE 3" MIN. DEPTH 1/2'- 3' LENGTH DECORATIVE COLOR DARK BROWN OR EQUAL NO VISIBLE CONTAMINANTS PLACE 3" MIN. DEPTH OF BARK IN ALL PLANT BASINS ALL MULCH AND COMPOST USED IN THE GENERAL LANDSCAPE AREAS AND ANY BIO-TREAMENT AREAS SHALL MEET SIB 1383 PROCUREMENT REQUIREMENTS. UPDATED LANDSCAPE PLAN SHEETS THAT SPECIFY MULCH AND COMPOST THAT MEET SB1383 PROCUREMENT STANDARDS WILL BE PROVIDED FOR PERMIT. RECOMMENDATION WILL SPECIFY THE PURCHASE OF MULCH AND COMPOST BE FROM A SUPPLIER THAT INDICATES SIB 1383 COMPLIANCE FOR EACH PRODUCT. SAMPLES OF MULCH SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL PRIOR TO DELIVERY TO THE SITE. CONTRACTOR SHALL KEEP AND MAINTAIN A COPY OF ALL RECORDS PERTAINING TO THE PROCUREMENT OF SIB 1383 COMPLIANT COMPOST AND MULCH. CONTRACTOR SHALL PROVIDE TO THE PUBLIC WORKS DEPARTMENT RECORDS INDICATING THE TOTAL COMPOST AND MULCH PROCURED OR USED, THE QUANTITY OF COMPOST (TONS OR CUBIC YARDS) AND MULCH (TONS) PROCURED FROM EACH FACILITY OR ENTITY, FACILITY OR VENDOR INFORMATION (NAME OF FACILITY, ADDRESS, CONTACT INFORMATION), A GENERAL DESCRIPTION OF HOW THE COMPOST AND/OR MULCH WAS USED, AND WHERE COMPOST AND MULCH WAS USED, AND INVOICES DEMONSTRATING PROCUREMENT. 30' X 20' 50' X 40' 15' X 15' 40' X 30' 10' X 50' 8' X 8' PLANT 6' OC 12' X 15' PLANT 10' OC 8'XS'PLANT S'OC 12' X 8' 10' X 10' 2' X 3' PLANT 3' OC 3' X 3' 3' X 3' PLANT 3' OC 2' X 2' 2'X6' 6' X 6' 5' X 5' 4' X 5' 4' X 4' 5' X 5' 3' X 3' 2' X 3' 3' X 4' 2' X 6' 1' X 1.5' 2' X 3' 2X2 3' X 3' PLANT 6' OC PLANT 5' OC PLANT 4' OC PLANT 3' OC 000 W W /`Y 4, W /W W W W /W W ' W / W W W W W / 4, 4, 4,* W (\ \ W W W W O 4, W W \ W W W 4, W W + W W W W W W W •Y \ \ W W W W W / 0 r W W W ' W W O 0 BIO-RETENTION PLANTING B10-RETENTION NATIVE GRASS TO BE "510-FILTRATION SOD" AS AVAILABLE FROM DELTA BLUEGRASS CO. OR EQUAL. SOD SHALL BE GROWN IN A SANDY BASE TOPSOIL. TEMPORARY IRRIGATION TO BE PROVIDED FOR ESTABLISHMENT. SOD SHALL BE LAID WITH A MINIMUM OF IS" OVERLAP BETWEEN ADJACENT ENDS AND SHALL BE LAID HORIZONTAL/PARALLEL TO ANY SLOPE. SOD SHALL BE LAID TIGHT TO HEADER AND OR ADJACENT PAVEMENT. THE MINIMUM DIMENSION OF ANY GUT PIECE SHALL BE 12". EXISTING LANDSCAPE AREA TO REMAIN THE LANDSCAPE CONTRACTOR SHALL FIELD PLACE PLANTS AROUND ABOVE GROUND UTILITIES TO SCREEN UTILITIES FROM PUBLIC STREETS AND PARKING AREAS AFTER PLACEMENT AND CONSTRUCTION OF UTILITY. PLANTINGS PER PLAN SHALL BE UTILIZED. PLANTS MAY BE RE -SPACED IN VICINITY OF UTILIY TO ACCOMODATE SCREENING. CONTACT LANDSCAPE ARCHITECT IF PLANTING REQUIRES CLARIFICATION. LANDSCAPE CALCULATIONS: TOTAL PARKING AREA = 84,515 S.F. PARKING AREA INCLUDES THE FOLLOWING: 1. PAVEMENT INCLUDING ISLANDS, STALLS, AISLES AND ACCESS DRIVES 2. ADJACENT BUILDING FRONTAGE LANDSCAPE AREA INC. WALKS PARKING AREA LANDSCAPE REQUIRED = 12,671 S.F. (15% OF PARKING AREA) PARKING AREA LANDSCAPE PROVIDED = 14,350 S.F. (11%) NO. OF STANDARD PARKING SPACES = 211 TREES REQUIRED = 55 (1/4 SPACES) TREES PROVIDED = 55 TOTAL SITE LANDSCAPE: 99,106 S.F. LANDSCAPE BY AREA: PARKING AREA: 14,350 S.F (14%) SITE PERIMETER (NEW) :15,390 S.F. (15%) BUILDING FACADE (NOT INC IN PARKING): 6,680 S.F. (14%) BIO-RETENTION: 13,936 S.F. (1%) EXISTING TO REMAIN: 48,150 S.F. (49%) WATER EFFICIENT LANDSCAPE REQUIREMENTS AUTOMATIC CONTROLLER W/ ET DATA, REPEAT CYCLING IRRIGATION ZONES PER PLANT WATER REQUIREMENTS RAIN SENSOR TO BE SPECIFIED SOIL AMENDMENTS TO BE INCORPORATED PLANTER SURFACE AREAS TO BE MULCHED WATER USAGE TO MEET STATE WATER EFFICIENT LANDSCAPE STANDARD 1' =30' } } } } } 0 15 30 60 150 PRELIMINARY LANDSCAPE PLAN SCALE: 1" = 30' DOCUMENTATION CONTACT THE CITY FOR FINAL INSPECTION OF LANDSCAPE AND IRRIGATION PRIOR TO FINAL ACCEPTANCE. THE OWNER SHALL SUBMIT THE FOLLOWING TO THE CITY PRIOR TO CERTIFICATE OF OCCUPANCY: CERTIFICATION OF INSTALLATION ACCORDING TO THE APPROVED PLAN. LANDSCAPE DOCUMENTATION PACKAGE WITH THE FOLLOWING SUBMITTALS TO BE PREPARED BY THE LANDSCAPE CONTRACTOR FOR SUBMITTAL TO THE CITY: THE LANDSCAPE DOCUMENTATION PACKAGE SHALL INCLUDE THE FOLLOWING 1. PROJECT INFORMATION: a. DATE OF LANDSCAPE PLAN SUBMITTAL± b. PROJECT APPLICANT± c. PROJECT ADDRESS (IF AVAILABLE, PARCEL AND/OR LOT NUMBER(S))± d. TOTAL LANDSCAPE AREA (SQUARE FEET)± e. PROJECT TYPE (E.G., NEW, REHABILITATED, PUBLIC, PRIVATE, CEMETERY, HOMEOWNER- INSTALLED)± W W f. WATER SUPPLY TYPE (E.G., POTABLE, RECYCLED, WELL) AND IDENTIFY THE LOCAL RETAIL WATER PURVEYOR IF THE APPLICANT IS NOT SERVED BY A PRIVATE WELL± g. CHECKLIST OF ALL DOCUMENTS IN LANDSCAPE DOCUMENTATION PACKAGE± h. PROJECT CONTACTS TO INCLUDE CONTACT INFORMATION FOR THE PROJECT APPLICANT AND PROPERTY OWNER± APPLICANT SIGNATURE AND DATE WITH STATEMENT, "I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION PACKAGE"± 2. WATER EFFICIENT LANDSCAPE WORKSHEET ON THE FORM OR FORMAT PROVIDED BY THE COMMUNITY DEVELOPMENT DEPARTMENT± 3. SOIL MANAGEMENT REPORT± 4. LANDSCAPE DESIGN PLAN± 5. IRRIGATION DESIGN PLAN± AND GRADING DESIGN PLAN. ORD. 6-18 (SEPTEMBER 2018) -1e- / /, / / / / / / / SUCTON DISCHARGE UNIT A EXISTING VEGETATION TO REMAIN TYP. OVERHEAI5J.�RIGATION SHALL BE SCHEDULED BETWEEN S:00PM AND 10:00AM UNLFS WEATHER CONDITIONS PREVENT IT. IF ALLOWABLE 1-1OURSF IRRIGATION DIFFER FROM THE WATER DISTRICT, THE STRICTER OF THE TWO SHALL APPLY. OPERATIONS OF THE IRRIGATION SYSTEM 01IrSIDE THE NORMAL WATERING WINDOW IS ALLOWED FOR AUDITING NP SYSTEM MAINTAINENCE THE IRRIGATION AUDIT SHALL INCLUDE, BUT IS -NC r LIMITED TO: INSPECTION, SYSTEM TUNE-UP, SYSTEM TEST WITH DISTR4BUTION UNIFORMITY, REPORTING OVERSPRAY OR RUNOFF THAT C ES OVERLAND FLOW, AND PREPARATION OF AN IRRIGATION SCHEDULE, INCLUDING CONFIGURING IRRIGATION CONTROLLERS WITH APPLICATION RATE, SOIL TYPES, PLANT FACTORS, SLOPE, EXPOSURE AND ANY OTHER FACTORS NECESSARY FOR ACCURATE PROGRAMMING. ORD. 6-1S (SEPTEMBER 201S) WATER EFFICIENT LANDSCAPE REQUIREMENTS AUTOMATIC CONTROLLER W/ ET DATA, REPEAT CYCLING IRRIGATION ZONES PER PLANT WATER REQUIREMENTS RAIN SENSORTO BE SPECIFIED SOIL AMENDMENTS TO BE INCORPORATED PLANTER SURFACE AREAS TO BE MULCHED WATER USAGE TO MEET STATE WATER EFFICIENT LANDSCAPE STANDARD I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION PACKAGE THE LANDSCAPE DESIGN PLAN COMPLIES WITH DUBLIN MUNICIPAL CODE CHAPTER 8.88 FOR THE EFFICIENT USE OF WATER -alit 4-12-23 DUBLIN BLVD. EXIST. STREET TREES / / PLAZA AREA WITH 6' BENCH - TYP 8 FS 0 373.5GB A XIST. STREETSCAPE I-IRUB AND GRASSES 1 , 1 , 4- \---T MAIN PLAZA -PUBLIC 4 EMPLOYEE AMENITY AREA 6' BENCH - TYP UNIT B ASR [ - 1-1 i i- L EXISTING FENCE TO REMAIN NEW LANDSCAPE \fr / \fr \fr ill � 4,- 1 -------I - -Ikka 6 FS 873 1- 1 1 1 1 CONCRETE ACCENT TYP. HPA architecture hpa, inc. 600 grand ave, suite 302 oakland, ca 94610 tel: 949.862.2113 email: hpa@hparchs.com GreenDesicn Landscape Architects, Inc. 1464 Popinjay Drive Reno, NV. p: 775 8291364 email: bhatch00@charter.net Developer DUBLIN BOULEVARD OWNER, LP 19700 Vermont Ave. Suite 101 Torance, CA 90502 ■ Project: 11711 DUBLIN BLVD. DUBLIN, CA ■ Consultants: CIVIL RJA STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE Green Design FIRE PROTECTION SOILS ENGINEER ■ Title: PRELIMINARY LANDSCAPE PLAN Project Number: Drawn by: Date: Revision: 21657 BH 08/18/2022 COMMENTS COMMENTS 1-26-23 4-12-23 COMMENTS 11-3-23 REVISED 1-31-24 REVISED 6-10-24 Sheet: CA.LIC * 4511 L1.1 �,�tN11'S4UU W /49.99 tiA515 Ur tiLANINUJ E— 4c5a\C c(D) — — ■ 1' = 30' III 0 15 30 PLANT LIST CA. NATIVE SYM. NO. BOTANICAL NAME 60 ip 30 LAURUS N. 'SARATOGA' 28 PISTACIA C. 'KEITI-I DAVEY' 1 LAGERSTROEMIA 'DYNAMITE RED' 19 ARBUTUS MARINA 4 PLATANUS ACERFOLIA COMMON NAME SWEET BAY CHINESE PISTACI-IE CRAPE MYRTLE STRAWBERRY TREE LONDON PLANE TREE TOTAL NUMBER OF NEW TREES PROPOSED • 88 EVERGREEN SCREENING SHRUBS 29 ARBUTUS U. 'COMPACTA' 1 HETEROMELES ARBUTIFOLIA 24 CEANOTHUS 'RAY HARTMAN' O4 19 PRUNUS CAROLINIANA 'COMPACTA' 0 23 XYLOSMA CONGESTA GRASSES N c 12 MUHLENBERGIA RIGENS m 3 FESTUCA MAIREI m 55 LOMANDRA L. 'LOMLON' • 88 FESTUCA GLAUCA 'ELIJAH BLUE' DROUGHT TOLERANT SHRUBS O 15 ACACIA R. 'DESERT CARPET' O 41 OLEA 'LITTLE OLLIE' N %i 46 SALVIA AROMAS • Gc 23 RHAMNUS C. 'MOUND SAN BRUNO' 24 HESPER4LOE PARVIFLOR4 ® 63 RHAPHIOLEPIS INDICA 'PINK LADY' t 61 CALLISTEMON 'LITTLE JOHN' N ® 20 AGAVE D. 'vARIEGATA' N 1 31 LEUCOPHYLLUM F. 'BERTSTAR DWARF' N 0 13 CEANOTHUS 'POINT REYES' PERENNIALS 41 TULBAGHIA V. 'TRICOLOR' N @ 12 VERBENA LILACINA 'DE LA MINA' N 0 12 ACHILLEA 'MOONSHINE © 28 DIETES V. 'VARIEGATA' W. STRAWBERRY TOYON CEANOTHUS SIZE 24' BOXor B<B 24' BOXor B<B 24' BOX OR B EB 24' BOX OR B EB 24' BOX OR B<B 5 GAL, 5 GAL 5 GAL COMPACT CHERRY LAUREL 5 GAL SHINY XYLOSMA 5 GAL DEER GRASS 1 GAL. ATLAS FESCUE 1 GAL. LIME TUFF 1 GAL. ELIJAH BLUE FESCUE 1 GAL. PROSTRATE ACACIA 5 GAL. W. FRUITLESS OLIVE 5 GAL. CLEVELAND SAGE 5 GAL. COFFEEBERRY 5 GAL. RED YUCCA 5 GAL. INDICN HAWTHORNE PINK 5 GAL. W. BOTTLE BRUSH 5 GAL. AGAVE 5 GAL. TEXAS RANGER 5 GAL. CA. LILAC 5 GAL. SOCIETY GARLIC VERBENA YARROW FORT NIGHT LILY 1 GAL. 1 GAL. 1 GAL. 1 GAL. NOTE: ROOT BARRIERS SHALL BE INSTALLED WHERE TREES ARE WITHIN 10' OF PAVEMENT. LANDSCAPE NOTES: THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS FOR ONE FULL YEAR UPON FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR SHALL MAINTAIN THE SITE ,INCLUDING WATER SCHEDULING AND MOWING, FOR THE ONE YEAR GUARANTEE PERIOD. ANY PLANTS REPLACED UNDER THIS GUARANTEE SHALL BE GUARANTEED FOR ONE FULL YEAR FROM THE DATE OF REPLACEMENT. TAG ALL REPLACED PLANT MATERIAL WITH REPLACEMENT DATE. SOIL IN THE PLANTER AREAS SHALL BE AMENDED PER A SOIL ANALYSIS REPORT AND RECOMMENDATIONS PREPARED BY AN AGRICULTURAL SUITABILITY SOIL TESTING SERVICE AFTER PLANTERS ARE BROUGHT TO GRADE PER CIVIL GRADING PLAN. ALL SOIL ANALYSIS AND REPORTS SHALL SATISFY THE REQUIREMENTS OF 412.5 IN THE CALIFORNIA WATER EFFICIENT LANDSCAPE ORDINANCE FOR A SOIL MANAGEMENT REPORT. THE RESPONSIBILITY OF PREPARATION TH I S REPORT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL SUBMIT THE REPORT TO THE GENERAL CONTRACTOR FOR SUBMITTAL TO THE CITY. SHRUB PLANTERS: COLLECT A MINIMUM OF 16 SOIL SAMPLES FROM ONSITE PLANTER AREAS AFTER PLANTERS HAVE BEEN BROUGHT TO GRADE. THOROUGHLY MIX THE COLLECTED SAMPLES AND SUBMIT ONE MIXED SAMPLE FOR ANALYSIS WITH RECOMMENDATIONS FOR ORGANIC SOIL AMENDMENT. PLANTER AREA SOILS SHALL BE AMENDED PER THE SO I L ANALYSIS RECOMMENDATIONS TO A MIN. DEPTH OF 6" PRIOR TO PLANTING. AT MINIMUM FOR SOILS LESS THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL, COMPOST AT A RATE OF FOUR CUBIC YARDS PER 1,000 S.F. OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO EXISTING SOIL. PLANTER AREAS: LOOSEN SOIL TO A DEPTH OF 12" PRIOR TO AMENDING. SPREAD AMENDMENT AND INCORPORATE PER SOIL ANALYSIS RECOMMENDATIONS OR MIN. STATED WHICH EVER 15 GREATER. RAKE OUT ALL ROCK AND DEBRIS GREATER THAN 1 1/2" DIA. RAKE TO AN EVEN GRADE. SOIL REPORT SHALL INCLUDE SOIL INFILTRATION RATE FOR IRRIGATION SCHEDULING. PLANT BAGKF I LL SHALL BE AMENDED AT THE TIME OF PLANTING PER THE SOIL RECOMMENDATIONS. IN ROCK MULCH AREAS WHERE SHRUBS AND OR TREES ARE AT A MINIMUM OF 10' OC, SOIL AMENDING MAY BE PROVIDED PER INDIVIDUAL PLANT PIT BAGKF I LL ONLY. ALL PLANTS SHALL BE SPRAYED WITH VERMA-PLEX OR EQUAL ORGANIC FOL I AR FERTILIZER AFTER INSTALLATION. SOIL SHALL NOT BE TILLED OR AMENDED WITHIN THE DRIP LINE OF EXISTING TREES IF PRESENT ONSITE. A COPY OF THE SOIL ANALYSIS AND SOIL AMENDMENTS INCORPORATED SHALL BE SUBMITTED THE OWNER AND THE CITY AS PART OF THE PROJECT . LANDSCAPE DOCUMENTATION PACKAGE. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANT MATERAIL PER SYMBOLS AND SPACING INDICATED ON THE PLAN. SYMBOLS PREVAIL OVER QUANTITIES LISTED IN THE PLANT LEGEND. 24 HR. MIN. NOTICE TO THE OWNER REPRESENTATIVE REQUIRED FOR PLANT MATERIAL REVIEW PRIOR TO PLANTING. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. PRELIMINARY LANDSCAPE PLAN SCALE: 1" = 30' 150 WATER REGIME MATURE HABIT HYDROZONE H X W L L L L M L L L L L L L L L L L L L L L L L L L L L L L 30' X 20' 50' X 40' 15' X 15' 40' X 30' 10' X 50' 8'X8'PLANT 6'OC 12' X 15' PLANT 10' OC 8'X8'PLANT 8'OC 12' X 8' 10' X 10' 2' X 3' PLANT 3' OC 3' X 3' 3' X 3' PLANT 3' OC 2' X 2' 2' X 6' 6' X 6' PLANT 6' OC 5' X 5' 4' X 5' PLANT 5' OC 4' X 4' PLANT 4' OC 5' X 5' PLANT 3' OC 3' X 3' 2' X 3' 3' X 4' 2' X 6' 1' X 1.5' 2' X 3' 2 X 2 3' X 3' ALL PLANTS NOT MEETING OR EXCEEDING REQUIREMENTS AND RECOMMENDA- TIONS OF ANSI 260.1 'AMERICAN STANDARD FOR NURSERY STOCK' SHALL BE REJECTED. THE CONTRACTOR SHALL RECEIVE ON -SITE APPROVAL OF PLANT MATERIAL BY THE OWNER'S REPRESENTATIVE PRIOR TO PLANTING. FAILURE TO RECEIVE APPROVAL PRIOR TO PLANTING MAY RESULT IN REJECTION AND THE CONTRACTOR SHALL REPLACE ALL REJECTED PLANT MATERIAL AT H15 EXPENSE. THE OWNER RESERVES THE RIGHT TO INSPECT AND EVALUATE PLANT MATERIAL THROUGHOUT THE CONSTRUCTION AND MAINTENANCE PERIOD. THE CONTRACTOR 15 RESPONSIBLE FOR NOTIFYING THE OWNERS REPRESENTATIVE A MIN. OF 48 HOURS IN ADVANCE FOR THE FOLLOWING SITE OBSERVATIONS AND/OR MEETINGS. A. PRECONSTRUCTION MEETING WITH ALL PARTIES. B. PLANT MATERIAL ON SITE, PRIOR TO INSTALLATION. C. PLANT LOCATIONS STAKED, PRIOR TO PLANTING. D. FINAL PROJECT WALK-THROUGH E. ADDITIONAL SITE OBSERVATIONS DETERMINED BY THE OWNER'S REPRESENTATIVE OR CONTRACTOR IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND PRO- VIDE PLANT MATERIAL AS SPECIFIED ON THIS FLAN. THE CONTRACTOR MAY SUBMIT A REQUEST TO PROVIDE SUBSTITUTIONS FOR THE SPECIFIED PLANT MATERIAL UNDER THE FOLLOWING CONDITIONS: A. ANY SUBSTITUTIONS PROPOSED SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN TWO WEEKS OF THE AWARD OF CONTRACT. SUBSTITUTIONS MUST MEET EQUIVALENT DESIGN AND FUNCTIONAL GOALS OF THE ORIGINAL PLANT MATERIAL AS DETERMINED BY THE OWNER'S REPRESENTATIVE. ANY CHANGES MUST NAVE THE APPROVAL OF THE OWNER'S REPRESENTATIVE. B. THE REQUEST MUST BE ACCOMPANIED BY AT LEAST THREE NOTICES FROM PLANT SUPPLIERS THAT THE PLANT MATERIAL SPECIFIED IS NOT AVAILABLE PRIOR TO THE CONSTRUCTION SUBMIT I DIGITAL COPY OF ALL LANDSCAPE MATERIALS FOR APPROVAL PRIOR TO CONSTRUCTION. SUBMIT DIGITAL PHOTOS OF ALL PLANT MATERIAL WITH A STANDARD MEASURING DEVICE CLEARLY VISIBLE FOR APPROVAL AND RECORD PRIOR TO DELIVERY TO THE SITE. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S SITE SUPERINTENDENT IN VARIFIYING ELEVATION OF FINISHED GRADE PER CIVIL 15 COMPLETE AND IN PLACE PRIOR TO START OF WORK. THE LANDSCAPE CONTRACTOR SHALL INSURE POSITIVE DRAINAGE IN ALL PLANTER AREAS PER CIVIL ENGINEERS GRADING PLAN AFTER MOUNDING/LANDSCAPE IMPROVEMENTS ARE COMPLETE. MATCHLINE SEE SHEET L1.1 1 1 1 1 1 CHERRY LAUREL HEDGE I TO MAINTAINED -�- AT 1' X 5' 1) -- a° ° ° 3 00 UNIT C ° 0"6' STREETSCAPE PLANTING IN 8°G DUBLIN BLVD. 8"W(P) EXIST. 10' WATER LINE EX. DDCV ‘,__ 41 �I�(7 ITT t 14171177117411477 11 �(i.�f 1477 TT �..'Ii . ■sert:i7 Iglik W W W 4, • W W W W W W • W W W • W W W W W W W W W W W W W 11 11 11 11 !TT D � v D ° p ° ° D ° ° a ° ° o D Q ° ° I. • I FI iqv PINS J Dv ° N. N. W W W \ \ \W W W D SS STUB UNIT D ° I TRENCH DRAIN `Y W W Y W \ \\ W W W W + W 0 0 0 4, 41 W W W * W W W W W W �W, 4. W W \W 4, HPA architecture hpa, inc. 600 grand ave, suite 302 oakland, ca 94610 tel: 949.862.2113 email: hpa@hparchs.com GreenDeswin, Landscape Architects, Inc. 1464 Popinjay Drive Reno, NV. p: 775 8291364 email: bhatch00@charter.net Developer DUBLIN BOULEVARD OWNER, LP 19700 Vermont Ave. Suite 101 Torance, CA 90502 Project: 11711 DUBLIN BLVD. DUBLIN, CA ■ Consultants: CIVIL STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE FIRE PROTECTION SOILS ENGINEER RJA Green Design ■ Title: PRELIMINARY LANDSCAPE PLAN Project Number: Drawn by: Date: Revision: 21657 BH 08/18/2022 COMMENTS COMMENTS 1-26-23 4-12-23 COMMENTS 11-3-23 REVISED 1-31-24 REVISED 6-10-24 Sheet: 1_1 2