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Reso 106-23 Approving a Conditional Use Permit and Site Development Review Permit for a New Performing Arts Center at the Quarry Lane School
Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 1 of 35 RESOLUTION NO. 106 – 23 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUBLIN APPROVING A CONDITIONAL USE PERMIT AND SITE DEVELOPMENT REVIEW PERMIT FOR A NEW PERFORMING ARTS CENTER AT THE QUARRY LANE SCHOOL 6237 & 6363 TASSAJARA ROAD (APNS 985-0072-002-00 AND 985-0002-006-03) PLPA-2021-00041 WHEREAS, the Applicant, Dr. Sabri Arac of Quarry Lane School (School), has requested approval of a Site Development Review Permit and a Conditional Use Permit to construct and operate a 13,800 square foot performing arts center, 126 parking spaces, and related site and landscape improvements on the southern 2.6-acre portion of the school property acquired by the School in 2020 (formerly known as the Kobold Property), and to amend the Planned Development Zoning District and related Stage 1 and 2 Development Plan to incorporate the southern 2.6-acres and allow development of the performing arts center . These planning and implementing actions are collectively known as the “Project”; and WHEREAS, the project site is 12.63 acres located at 6237 and 6363 Tassajara Road (APNS 985-0072-002-00 AND 985-0002-006-03); and WHEREAS, the existing General Plan and Eastern Dublin Specific Plan land use designations are Medium-Density Residential; and WHEREAS, the Project site is located within Planned Development Zoning District Ordinance No. xx-23; and WHEREAS, On December 19, 2000, the City Council approved the Planned Development (PD) District Pre-zoning and Annexation application (PA-99-064), and adopted a Mitigated Negative Declaration (Resolution No. 204-00) for Phase II of the Quarry Lane School and a PD Pre-zone for the Kobold Property (Ordinance No. 24-00); and WHEREAS, On May 25, 2004, the Planning Commission approved Resolution No. 04 -46, which included a minor amendment to the Stage 2 Development Plan and Site Development Review to construct Phase II of the Quarry Lane School, and the related CEQA Addendum; and WHEREAS, On June 17, 2014, the City Council adopted an Ordinance (No. 12-14) to amend the Zoning Map for a PD Zoning District rezone and related Stage 1 and 2 Development Plan Amendments for the Quarry Lane School Phase III expansion and adopted an Initial Study and a CEQA Addendum (Resolution No. 18-14). Ordinance No. 12-14 replaced Ordinance No. 24-00 except as it pertained to the Kobold Property (APN 985-0072-002-00); and WHEREAS, On March 31, 2022, a voluntary lot merger was recorded with the Alameda County Recorder (Application No. M-2022-001, Record No. 2022065678) to merge the Kobold Property at 6237 (Project site) with the Quarry Lane School site at 6363 Tassajara Road to create a single 12.6-acre parcel; and DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 2 of 35 WHEREAS, the California Environmental Quality Act (CEQA) together with State guidelines and Dublin’s CEQA Guidelines and Procedures require that certain projects be reviewed for environmental impacts and when applicable, environmental documents prepared; and WHEREAS, the Project area was previously analyzed in the Eastern Dublin General Plan Amendment (GPA) and Specific Plan (SP EIR), which was adopted in 1993 and has a certified Program EIR (SCH No. 91-103064) and analyzed in the Quarry Lane Master Plan, which was adopted in 1998 by the County of Alameda and has a certified EIR (SCH No. 97122109 ); and WHEREAS, the City prepared an Initial Study to determine whether supplemental environmental review was required fo r the proposed Project under CEQA standards. The Initial Study examined whether there were substantial changes to the proposed development, substantial changes in circumstances, or new information, any of which would result in new or more severe significant impacts than previously analyzed in the 1993 GPA/SP EIR, or whether any standards for supplemental environmental review were met ; and WHEREAS, upon completion of the Initial Study, it was determined that there were new potentially significant impacts associated with the project related to noise and air quality and therefore a Supplemental Mitigated Negative Declaration was prepared to analyze those impacts and identify mitigation measures to reduce the impacts to less than significant; and WHEREAS, the Supplemental Mitigated Negative Declaration/Initial Study was circulated for public review from July 5, 2023-August 4, 2023; and WHEREAS, the City received one comment letter during the public review period; and WHEREAS, a Staff Report, dated September 12, 2023, and incorporated herein by reference, described and analyzed the proposed Project, including the Planned Development Amendment with related Stage 1 and Stage 2 Development Plan, Site Development Review application and the Conditional Use Permit for the Performing Arts Center, for the Planning Commission; and WHEREAS, the Planning Commission held a properly noticed public hearing on the Project on September 12, 2023, at which time all interested parties had the opportunity to be heard; and WHEREAS, the Planning Commission did hear and use independent judgment and considered all said reports, recommendations, and testimony hereinabove set forth . WHEREAS, on October 3, 2023, the City Council held a properly noticed public hearing on the project and the Supplemental Mitigated Negative Declaration at which time all interested parties had the opportunity to be heard; and WHEREAS, a Staff Report, dated October 23, 2023, and incorporated herein by reference, described and analyzed the project, including the Planned Development Zoning Amendment, Conditional Use Permit, Site Development Review Permit, and Supplemental Mitigated Negative Declaration for the City Council; and WHEREAS, on October 3, 2023, the City Council adopted Resolution xx-23 adopting the Supplemental Mitigated Negative Declaration and Mitigation and Monitoring Reporting Program for the project, and the City Council considered the Supplemental Mitigated Negative Declaration, DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 3 of 35 and all above-referenced reports, recommendations, and testimony before taking any action on the project; and WHEREAS, the City Council did hear and use independent judgment and co nsidered all said reports, recommendations, and testimony hereinabove set forth. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin does hereby make the following findings and determinations regarding the Site Development Review Permit for the Quarry Lane Performing Arts Center Project : A. The proposal is consistent with the purposes of Chapter 8.104 (Site Development Review) of the Zoning Ordinance, with the General Plan, and any applicable Specific Plans and design guidelines because: the colors and materials of the new building will match those of existing buildings on campus, including the standing seam metal roof and a stucco finish painted to match the existing buildings. The window design and placement will also compliment the other buildings on the school campus to create a unified aesthetic. B. The proposal is consistent with the provisions of Title 8, Zoning Ordinance because: 1) the architecture and landscape design for the new building are well-suited to the proposed use; 2) the overall design of the project is consistent with the design requirements of the Stage 1 and Stage 2 Development Plan for the Quarry Lane School; 3) the proposed project is consistent with the General Plan and Eastern Dublin Specific Plan land use designation of Medium Density Residential and a school is permitted within this land use; and 4) the proposed project meets the intent of the Dublin General Plan, which discourages projects that do not relate well to the surrounding developments and the pr oposed project is compatible with the surrounding neighborhood that is primarily residential uses. The Quarry Lane School has existed in the location since the late 1990’s and the Project is an expansion of the existing campus facilities. C. The design of the project is appropriate to the City, the vicinity, surrounding properties, and the lot(s) in which the project is proposed because: 1) the architecture and landscape design for the new building are well-suited to the proposed use and integrated into the overall campus design; 2) the overall design of the project is consistent with the design requirements of the Stage 1 and Stage 2 Development Plan for the Quarry Lane School; 3) the proposed project is consistent with the General Plan and Eastern Dublin Spe cific Plan land use designation of Medium Density Residential in that a private school is considered a community facility, a use that can be permitted in any zoning district with approval of a Conditional Use Permit; 4) the proposed project meets the inten t of the Dublin General Plan, which discourages projects that do not relate well to the surrounding developments and the proposed project is compatible with the surrounding neighborhood that is primarily residential uses; and 5) the overall intensity of use of the site is not proposed to increase in that the maximum student population and other similar factors are not proposed to increase. D. The subject site is suitable for the type and intensity of the approved development because: 1) the project site has been home to Quarry Lane School since the late 1990’s and the use is proposed to continue; and 2) although the amount of developable building area is proposed to increase, the intensity of use of the site is not proposed to change in that the proposed Performing Arts Center is intended to serve the existing student population and will not increase the total maximum student population, the maximum number of faculty DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 4 of 35 and staff members; and 3) access to the site and circulation are designed to minimize impacts to Tassajara Road. E. Impacts to existing slopes and topographic features are addressed because: 1) the Project site is currently developed with a single-family home and associated outbuildings; 2) the site is relatively flat and will not have significant impacts to the existing topographic features; 3) the roadway and utility infrastructure to serve the site already exists ; 4) future approval of grading and improvement plans will enable the site to be modified to suit the project, which will be developed for the site in accordance with City policies and regulations; and 5) the project complies with the Planned Development Zoning District established for the site pursuant to provisions and policies of the Eastern Dublin Specific Plan, including the Tassajara Road Scenic Corridor Policy. F. Architectural considerations including the character, scale and quality of the design, site layout, the architectural relationship with the site and other buildings, screening of unsightly uses, lighting, building materials and colors and similar elements result in a project that is harmonious with its surroundings and compatible with other developments in the vicinity because: the colors and materials of the new building will match those of the Buildings 2 and 3, including the standing seam metal roof wit h decorative eave corbels and a simple cement plaster finish painted to match the existing buildings. The window design and placement will also complement the other buildings on the school campus. G. Landscape considerations, including the location, type, size, color, texture and coverage of plant materials, and similar elements have been incorporated into the project to ensure visual relief, adequate screening and an attractive environment for the public because: 1) the new perimeter landscape and hardscape will be consistent with the existing school campus to create a cohesive overall design; 2) the proposed landscape buffer along Tassajara Road will include a variety of trees, shrubs, flowering perennials, and grasses will be provided around the building and in the parking lot; and 3) the Project will conform to the requirements of the City’s Water Efficient Landscape Ordinance. H. The site has been adequately designed to ensure the proper circulation for bicyclist, pedestrians, and automobiles because: 1) new site infrastructure includes driveways, pathways, sidewalks, and site lighting designed to create an interconnection between the existing campus facility and the new building and parking lot, including pedestrian and vehicular connections pathways that lead to the new building; 2) a new driveway from Tassajara Road will circulate one-way into the southern campus and exit through the signalized driveway at the intersection of Quarry Lane School and Tassajara Road and will circulate to the one-way, right turn only exit at the northernmost section of the campus; and 3) the proposed roadway and site frontage improvements has been designed in coordination with the City as part of the Tassajara Road widening and improvement project that is currently underway, including a dedication of frontage to accommodate the road widening project. BE IT FURTHER RESOLVED that the City of Dublin Planning Commission does hereby make the following findings and determinations regarding the Conditional Use Permit: A. The proposed use and related structures are compatible with other land uses, transportation and service facilities in the vicinity in that: 1) the Project is an expansion of an existing school that has been in operation since the late 1990’s; 2) the proposed Performing Arts Center will provide a dedicated space for the school’s existing performing DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 5 of 35 arts program but will not include any increase in total student enrollment or an expansion of existing school operations; 3) construction of the new performing arts center and associated site improvements have been designed to be compatible with the existing school buildings and site design; and 4) the Project site is accessible from an existing signalized driveway in the center of the campus and a one -way, right turn only exit to the north. In addition, the Project will include a new one -way driveway to enter the site from Tassajara Road on the southernmost side of the campus. B. The proposed use 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 welfare in that: 1) the Project will expand the existing school campus to include the acquisition of the adjacent parcel to the south but will not result in any increase in total studen t enrollment or an expansion of existing school operations; 2) adequate signage will be placed within the Project site to safely circulate vehicular traffic one -way through the new driveway from Tassajara Road to access to the new performing arts center and surface parking lot; 3) the Project has been designed to ensure continued compatibility with the surrounding uses. C. It will not be injurious to property or improvements in the neighborhood in that: 1) the Project will include demolition of the existing structures on the site and construction of a new Performing Arts Center, surface parking lot and site landscaping, thus improving the neighborhood; 2) sufficient parking will be provided to meet the on -site parking requirements for the new Performing Arts Center; 3) The Performing Arts Center will serve the existing arts programs and will not increase to the maximum student enrollment or staff; and 4) the Project includes a right-of-way dedication as part of the City’s road widening project on Tassajara Road. D. There are adequate provisions for public access, water sanitation, and public utilities and services to ensure that the proposed use and related structures would not be detrimental to the public health, safety and welfare in that: 1) the Project is served by existing public roadways including Tassajara Road which is sized to accommodate the Project; and 2) the Project is served by existing public utilities and services including water and sanitation which are sized to accommodate the Project. E. The subject site is physically suitable for the type, density and intensity of the use and related structures being proposed in that: 1) the Project is consistent with the General Plan and Eastern Dublin Specific Plan land use designation of Medium Density Resi dential which allows schools; 2) the Project will comply with the Planned Development Zoning Stage I and II Development Plan for the Quarry Lane School; and 3) the Project site is immediately adjacent to the existing school and has been purchased and merge d to create a single site that can accommodate the expansion of the school campus that is suitable for the area and compatible with the surrounding residential uses. F. The proposed use will not be contrary to the specific intent clauses, development regulations, or performance standards established for the zoning district in which it is located in that: 1) the Quarry Lane School has been in operation since the late 1990’s and will continue as such; 2) the acquisition and development of the adjacent lo t to the south will allow the school to provide improved facilities for its existing arts program; and 3 ) the physical improvements to the Project site have been designed to blend in with the existing campus to create one cohesive campus. DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 6 of 35 G. The proposed use is consistent with the Dublin General Plan and with any applicable Specific Plans in that: 1) the Project is consistent with the General Plan and Eastern Dublin Specific Plan land use designation of Medium Density Residential in that a private school is considered a community facility, a use that can be permitted in any zoning district with approval of a Conditional Use Permit; and 2) the Project will comply with the approved Stage I and 2 Development Plan for the Quarry Lane School. CONDITIONS OF APPROVAL: Unless stated otherwise, all Conditions of Approval shall be complied with prior to the issuance of building permits or establishment of use and shall be subject to Planning Department review and approval. The following codes represent those departments/agencies responsible for monitoring compliance of the conditions of approval. [PL.] Planning, [B] Building, [PO] Police, [PW] Public Works [P&CS] Parks & Community Services, [ADM] Administration/City Attorney, [FIN] Finance, [F] Alameda County Fire Department, [DSR] Dublin San Ramon Services District, [CO] Alameda County Department of Environmental Health, [Z7] Zone 7. NO. CONDITIONS OF APPROVAL RESPON. AGENCY When Required, Prior to: 1. Approval – Site Development Review Permit. This Site Development Review (SDR) approval is for the Quarry Lane School Performing Arts Center (PLPA-2021-00041). This approval shall be as generally depicted and indicated on the plans prepared by BKBC Architects Inc. dated received by Dublin Planning on April 18, 2023, attached as Exhibit A and other plans, text and diagrams related to this approval, stamped approved and on file in the Community Development Department, except as modified by the following Conditions of Approval. PL Ongoing 2. Approval – Conditional Use Permit. This Conditional Use Permit ("CUP" or "Permit") approval is to allow operation of a new performing arts facility at the Quarry Lane School (PLPA-2021-00041). This approval shall be as generally depicted and indicated on the site plan (DR-1.1) prepared by BKBC Architects Inc. included as part of the project plans April 18, 2023, attached as Exhibit A, and other plans including the Statement of Operations dated September 30, 2021, text, and diagrams relating to this CUP, unless modified by the Conditions of Approval contained herein. PL On-going 3. Effective Date. This SDR and CUP approval is effective once the companion Planned Development Zoning District amendment has been approved by the City Council and is effective. PL On-going 4. Permit Expiration. Construction or use shall commence within one (1) year of Permit PL 1 year from approval DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 7 of 35 approval or the Permit shall lapse and become null and void. 5. 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 12 months. The Director of Community Development may grant a maximum of two extensions of approval, and additional extensions may be granted by the original decision maker. PL Prior to Expiration Date 6. Modifications. The Community Development Director may consider modifications or changes to this Permit approval if the modifications or changes proposed comply with applicable sections of the Zoning Ordinance. PL On-going 7. Revocation of Permit. The SDR/CUP Permit approvals shall be revocable for cause in accordance with Section 8.96.020.I of the Dublin Zoning Ordinance. 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 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 and Grading Permit Issuance 9. Fees. Applicant/Developer shall pay all applicable fees in effect, including, but not limited to, Planning fees, Building fees, Dublin San Ramon Services District fees, Public Facilities fees, Dublin Unified School District School Impact fees (per agreement between Developer and School District), Fire Facilities Impact fees, Noise Mitigation fees, Inclusionary Housing In-Lieu 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 DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 8 of 35 10. 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, 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 proceeding. ADM On-going 11. Clarifications to the Conditions of Approval. In the event that there needs to be clarification to the Conditions of Approval, the Community Development Director and/or City Engineer has the authority to clarify the intent of these Conditions of Approval to the Applicant without going to a public hearing. The Community Development Director and/or City Engineer also has the authority to make minor modifications to these Conditions of Approval without going to a public hearing in order for the Applicant to fulfill needed improvements or mitigations resulting from impacts to this project. PL On-going 12. Controlling Activities. The Applicant/Developer shall control all activities on the project site so as not to create a nuisance to existing/surrounding businesses and/or residences. PL Through construction and 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 Through construction 14. Property Maintenance. The Applicant/Developer and property owner shall be responsible for maintaining the site in a clean and litter free condition during construction and through completion. Per the City of Dublin Non- Residential Property Maintenance Ordinance, DMC Section 5.64.050, the Applicant/ Property Owner shall maintain the building, site and all signage in good condition and shall keep the site clear of trash, debris and graffiti vandalism on a regular and continuous basis. PL On-going 15. 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 DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 9 of 35 16. Equipment Screening. All electrical equipment, fire risers, and/or mechanical equipment shall be screened from public view by landscaping and/or architectural features and electrical transformers shall be 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 17. Outdoor Events. Any outside events shall be subject to the Temporary Use Permit requirements contained in the City of Dublin Municipal Code, specifically Section 8.108.020. PL On-going PLANNING DIVISION-LANDSCAPING 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 Final Landscape and Irrigation Plan prepared and stamped by a State licensed landscape architect or registered engineer shall be submitted for review and approval by the Community Development Director. PL Building Permit Issuance 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. 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 PLANNING – PROJECT SPECIFIC – CONDITIONAL USE PERMIT DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 10 of 35 22. Approval Period. This Conditional Use Permit approval shall be null and void in the event the approved use fails to be established within one year or ceases to operate for a continuous one- year period. PL On-Going 23. Annual Review. On an annual basis, this Conditional Use Permit approval may be subject to a review by the Community Development Director to determine compliance with the Conditions of Approval. PL On-Going 24. Use of the Performing Arts Center. The Performing Arts Center may only be rented or otherwise used by school approved non-school entities according to the capacity, schedule, and any other limits of all applicable site conditions as allowed by the Zoning Ordinance. PL On-Going 25. Noise/Nuisances. The operator shall control all activities so as not to create unusual or unnecessary noise which annoys or disturbs or injures or endangers the health, repose peace or safety of any reasonable person of normal sensitivity present in the area. PL On-going 26. Permanent and Temporary Signs. All permanent and temporary signs shall conform to Chapter 8.84 of the Dublin Zoning Ordinance at all times. PL On-going 27. Property Maintenance. The property owner and/or operator shall be responsible to maintain the site in a clean and litter free condition at all times. PL On-Going 28. Driveway Maintenance and Monitoring. The Applicant shall monitor and maintain the driveway operations to ensure it operates as a right-in-only driveway. PW On-Going 29. Driveway Design. The applicant shall work with Staff to ensure the new driveway is designed to facilitate right-in-only vehicle movements from Tassajara Road. PL Approval of Improvement Plans SITE DEVELOPMENT REVIEW-GENERAL 30. Public Art. The Developer shall provide an on- site public art project or make a monetary contribution to the City in-lieu thereof in accordance with Chapter 8.58 of the Dublin Zoning Ordinance. PL DMC 8.58 31. Mitigation Monitoring Program. The Developer shall comply with the Supplemental Mitigated Negative Declaration Mitigation Monitoring Program and subsequent environmental documents pertaining to this site including all mitigation measures, action programs, and implementation measures on file with the Community Development Department. PL Planning 32. Glare/Reflective Finishes. The use of reflective finishes on building exteriors is prohibited. In order to control the effects of PL Planning DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 11 of 35 glare, reflective glass is prohibited on all east- facing windows. 33. Light and Glare. All exterior building and site lighting fixtures shall be directed downwards and not onto adjacent properties; all light sources shall be shielded from direct off-site viewing. PL Planning 34. Photometric Plan. The Applicant/Developer shall prepare a photometric plan to the satisfaction of the Directors of Public Works and Community Development. A minimum of one foot-candle of light shall be provided and maintained across the surface of all parking areas and walkways. Any illumination, including security lighting, shall be directed away from adjoining properties, businesses or vehicular traffic so as not to cause any glare. PL Planning BUILDING DIVISION 35. 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 36. 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 37. 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 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. B Issuance of Building Permits 38. 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 39. Addressing: a) If you are not going to change the existing address, these comments apply. B Prior to Release of Addresses DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 12 of 35 b) Address signage shall be provided as per the Dublin Commercial Security Code. c) Address 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, 4 inches in height minimum. Prior to Permitting Prior to Occupancy 40. 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 prior to scheduling the final frame inspection B Prior to Scheduling Final Inspection 41. 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 42. CASp Reports. Applicant shall obtain the services of a Certified Access Specialist for the review of the construction drawings and inspections for the building interior and site exterior. A written report shall be submitted to the City prior to approval of the permit application. Additionally, a written report shall be submitted to the City Building Inspector prior to scheduling the final inspection B Prior to Permitting and Occupancy 43. 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 44. 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 45. 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 46. 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 47. 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 DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 13 of 35 48. 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 49. Temporary Fencing. Temporary construction fencing shall be installed along perimeter of all work under construction B Through Completion 50. 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 51. No fire service lines shall pass beneath buildings. F Approval of Improvement Plans 52. 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 53. Fire Hydrants. All existing and proposed fire hydrants shall comply with the requirements in CFC 507.5. F Approval of Improvement Plans 54. Fire Hydrants. All existing and proposed fire hydrants shall comply with the requirements in CFC 507.5. F Approval of Improvement Plans 55. New Fire Sprinkler System & Monitoring Requirements. 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. a) 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. b) 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. c) 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 F Building Permit Issuance DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 14 of 35 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. d) 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. e) Fire Protection Equipment shall be identified with approved signs constructed of durable materials, permanently installed and readily visible. 56. 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. 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. F During Construction 57. Fire Alarm System Required. A Fire Alarm System in conformance with Sections 907.2.1 and 907.2.3.8 of the Dublin Fire Code is required shall be installed throughout the building so as to provide full property protection, including combustible concealed spaces, as F Occupancy DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 15 of 35 required by NFPA 72. The system shall be installed in 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. a) 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 area’s have audible alarm coverage, circuits shall be initially designed with a minimum 20% spare capacity for adding appliances to accommodate hearing impaired employee’s. b) 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. c) 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. d) 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. 58. 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. F Occupancy DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 16 of 35 Fire extinguisher shall meet a minimum classification of 2A 10BC. Extinguishers weighing 40 pounds or less shall be mounted no higher than 5 feet above the floor measured to the top of the extinguisher. Extinguishers shall be inspected monthly and serviced by a licensed concern annually 59. 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 60. Means of Egress. Exit signs shall be visible and illuminated with emergency lighting when building is occupied. F Occupancy 61. 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” x 11” paper is required prior to final occupancy F Occupancy 62. 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 the products flammability and flame-spread ratings. Decorative materials shall be fire retardant. F Occupancy 63. 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 64. 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 F Occupancy of any building DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 17 of 35 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 ½-inch stroke. 65. 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. 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. F Ongoing during construction and demolition PUBLIC WORKS-AGREEMENTS 66. Stormwater Management Maintenance Agreement. 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 Building Permit Issuance 67. Improvement Agreement. Applicant/Developer shall enter into an PW DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 18 of 35 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. Improvement Plan Approval PUBLIC WORKS-PROJECT SPECIFIC 68. Creek Setback. No development shall occur within thirty feet (30’) of the centerline of any creek or twenty feet (20’) of the top of bank, in conformance with Dublin Municipal Code (DMC) 7.74.110.B.3. PW Grading and Improvement Plan Approval and On-going 69. Temporary Perimeter Fence. The Applicant shall install a temporary perimeter fence along the 20’ creek setback line to prevent encroaching into the creek. Additionally, the Applicant shall provide written justification to the City Engineer in the event construction activities encroach within the 20’ setback from the creek bank, as noted in Section 32 of the City Ordinance No. 52-87. PW Start of Construction and On-going 70. Driveway Design. The new driveway on Tassajara Road shall be designed for right-in- only vehicle movements. The driveway shall be designed to emphasize the right-in only vehicle movement, while still allowing garbage and fire truck access. The Applicant shall work with the City during construction document review to finalize the driveway design. PW Improvement Plan Approval 71. Tassajara Road Gap Closure Project. The Quarry Lane School site will be impacted/limited during construction of the Tassajara Road Gap Closure project. The Owner shall work with the City as needed during construction. PW Start of Construction and On-going 72. Tassajara Road Gap Closure Project Interface. If the QLS Project is underway but cannot be completed by the time the City Project work begins, or if the QLS Project’s schedule and work conflicts with the City Project, the City Project shall take priority over the QLS Project. As may be necessary to enforce the above conditions during construction, the Applicant shall enter into an agreement with the City to layout the conditions if the two construction projects should interface. PW Start of Construction and On-going 73. Auxiliary Lane. This Quarry Lane School (QLS) Project requires an auxiliary lane for queuing vehicles at the proposed driveway when the driveway is operational. 1. If the Tassajara Gap Closure Project (City Project) construction is completed prior to this project, the following shall apply: a. The City Project will build the ultimate lane configuration of Tassajara Road PW Improvement Plan Approval DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 19 of 35 which will include a second lane that can serve as an auxiliary lane for the proposed driveway. b. The QLS project shall allow the City Project to build the project frontage, but the driveway approach will be required to remain closed until the auxiliary lane that will be built with the City Project is completed. 2. If the City Project has not been completed prior to construction of the QLS Project, the following shall apply: a. The Applicant will be required to construct frontage improvements along the parcel street frontage with the QLS Project to address queueing resulting from the proposed driveway approach being opened to student drop-off and pick-up until the City Project is completed. b. The QLS Project’s Tassajara Road frontage improvements shall be coordinated with the Tassajara Road Gap Closure Project (City Project). Street improvements will include, but are not limited to, the installation of pavement, curb, gutter, sidewalk, curb ramps, driveway approach, streetlights, landscaping, bio-retention area, street trees, utility relocation, fire hydrants, traffic signal modification, and drainage improvements between the Tassajara Road/Quarry Lane School intersection to a point approximately 200’ south of Shadow Hill Drive. c. The frontage improvements are eligible for EDTIF credit up to 85 percent of the costs as detailed in the EDTIF program. However, any work that is not in the EDTIF or exceeds the quantities in EDTIF are considered not eligible for credit. d. Credits received from EDTIF may be used to offset Transportation Impact Fees (TIF) or when no TIF is required, the credits can then be sold to another developer following the procedure in the EDTIF Administrative Guidelines. If the Applicant constructs the auxiliary lane to the alignment, grade and specifications of the City Project, the work performed will be eligible to receive EDTIF credit. If the Applicant does not build the auxiliary lane to the plan and specification of the City Project, then no credit will be given and these improvements will be DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 20 of 35 removed and replaced by the City Project. The Applicant will not receive reimbursement for costs related to building the temporary auxiliary lane. 74. Tassajara Road Moratorium. If the Tassajara Road Gap project is constructed prior to this project, Tassajara Road will be under moratorium. All utility connections serving this project shown in Tassajara Road shall be constructed prior to or during Tassajara Road gap construction. This includes utilities constructed by the contractor and those constructed by the utility companies for services to this project. If utility installations are not completed prior to the Tassajara Road Gap Project, the Quarry Lane School Performing Arts Center project shall be responsible to replace/repair Tassajara Road improvements between adjacent intersections, including but not limited to asphalt pavement, median improvements, curb, gutter, sidewalk, landscaping, signing and striping, to the satisfaction of the City Engineer. PW Improvement Plan Approval and Acceptance of Improvements 75. Bicycle Parking. The Applicant shall provide 8 short-term and 8 long-term bicycle parking spaces. Short-term bicycle parking spaces shall have 2 points of contact. Long-term bicycle parking spaces shall be two-tier bike lockers. PW Improvement Plan Approval 76. Parking Lot Grades. Per Dublin Municipal Code (DMC) Section 8.76.070.A.22., parking lot grades shall not exceed 5% slope. PW Improvement / Grading Plan Approval 77. Slope Offsets. Provide 1’ minimum offset from improvements to top/toe of slopes. Provide 1’ minimum offset from creek setback to top/toe of slopes. PW Grading Plan Approval 78. Wheel Stops. Wheel stops to be placed at parking stalls as applicable to ensure the accessible path of travel is kept clear of obstructions. PW Improvement Plan Approval 79. 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 landscape and decorative features within public right-of-way including frontage landscaping, decorative pavements and special features (i.e. walls, portals, benches, etc.). 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 DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 21 of 35 80. Tassajara Road Landscape Maintenance. Landscaping along the Tassajara Road project frontage shall be maintained by Quarry Lane School. This maintenance responsibility shall be reflected in the Long Term Encroachment Agreement. PW Grading Permit or Encroachment Permit Issuance 81. 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 82. 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 83. Bioretention Area Lining. If the high-ground water elevation is within five feet from the bottom of the bio-retention area (BRA), then the BRA will be required to be lined. PW Improvement Plan Approval 84. 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/ The applicant shall provide the BAHM WD2, WDM, and WHM files to the City for review. PW Grading Permit or Encroachment Permit Issuance 85. 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 PUBLIC WORKS – PERMITS AND BONDS 86. 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 PW Permit Issuance DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 22 of 35 included in an Improvement Agreement may not be required. 87. Grading Permit. Applicant/Developer shall obtain a Grading Permit from the Public Works Department for all grading. PW Permit Issuance 88. Security. Applicant/Developer shall provide faithful performance security to guarantee the improvements, as well as payment security, as determined by the City Engineer. The performance security shall remain in effect until one year after final inspection. PW Permit Issuance 89. Permits from Other Agencies. Applicant/Developer shall obtain all permits and/or approvals required by other agencies including, but not limited to: Army Corps of Engineers US Fish and Wildlife Regional Water Quality Control Board Federal Emergency Management Agency California Department of Fish and Wildlife California Dept. of Transportation (Caltrans) Bay Area Rapid Transit (BART) Livermore-Amador Valley Transit Authority (LAVTA) Tri-Valley-San Joaquin Valley Regional Rail Authority Dublin San Ramon Services District (DSRSD) Alameda County Flood Control and Water Conservation District Zone 7 (Zone 7) PW Permit Issuance PUBLIC WORKS- SUBMITTALS 90. 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 91. 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 92. Composite Exhibit. Construction plan set shall include a Composite Exhibit showing all site PW Grading Permit Issuance DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 23 of 35 improvements, utilities, landscaping improvements and trees, etc. to be constructed to ensure that there are no conflicts among the proposed and existing improvements. 93. 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 94. 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 95. 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 96. 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 97. 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 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. PW Acceptance of Improvements 98. 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 99. 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 PW/ESD Acceptance of Improvements / Certificate of Occupancy DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 24 of 35 of product, quantity of each product, and invoices demonstrating procurement. PUBLIC WORKS – EASEMENTS AND ACCESS RIGHTS 100. Dedications. The Applicant shall be responsible for dedication of all rights-of-way and easements required by these conditions or determined necessary by the City Engineer. PW Building Permit Issuance 101. 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 stormwater treatment facilities, fences, gates or trellises shall not be located within the PSE. PW Building Permit Issuance 102. Emergency Vehicle Access Easements. The 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 Building Permit Issuance 103. 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 Building Permit Issuance 104. 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 Building Permit Issuance 105. Approval by Others. The Applicant/Developer will be responsible for submittals and reviews to obtain the approvals of all applicable non-City agencies. PW Building Permit Issuance PUBLIC WORKS – STORM DRAINAGE & OTHER UTILITIES 106. 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 PW Grading Permit Issuance DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 25 of 35 and the points of connection for the on-site storm drain system. 107. 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 108. 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 Work Department. PW Acceptance of Improvements 109. 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 110. 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 111. 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 112. Utility Vaults and Boxes. All utility vaults, boxes, and structures, unless specifically approved otherwise by the City Engineer, shall be underground and placed in landscaped 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. PW Certificate of Occupancy or Acceptance of Improvements PUBLIC WORKS- STREET IMPROVEMENTS 113. 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 DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 26 of 35 114. 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 115. 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 116. 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 117. 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 standards. Show curb ramp locations on the plans. Please note that all curb returns on public streets shall have directional or dual ADA ramps – one for each crosswalk and oriented to align parallel with the crosswalk. PW Grading Permit or Encroachment Permit Issuance 118. 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 119. 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 PUBLIC WORKS-CONSTRUCTION 120. 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 PW Start of Construction and On-going DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 27 of 35 following the City’s acceptance of the improvements. 121. 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 122. 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 123. Temporary Fencing. Temporary construction fencing shall be installed along the construction work perimeter to separate the construction area from the public. All 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. PW Start of Construction and On-going 124. 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 Implementation , and On-going as needed 125. 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 126. 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. PW Start of Construction; Implementation , and On-going as needed DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 28 of 35 127. Pest Control. Applicant/Developer shall be responsible for controlling any rodent, mosquito, or other pest problem due to construction activities. PW On-going 128. 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; Implementation On-going as needed 129. Dust Control/Street Sweeping. The 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 130. Construction Traffic and Parking. All construction-related parking shall be off-street in an area provided by the Applicant/Developer. Construction traffic and parking shall be provided in a manner approved by the City Engineer. PW Start of Construction and On-going PUBLIC WORKS – EROSION CONTROL & STORMWATER QUALITY 131. 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 132. Stormwater Source Control. All applicable structural and operational stormwater source controls shall be implemented. PW/ESD Grading/Sitewo rk Permit Issuance 133. Maintenance Access. Applicant shall design and construct maintenance access to all stormwater management measures. 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 134. 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 PW Start of Any Construction Activities DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 29 of 35 of the NPDES. A copy of the NOI with issued WDID # and Storm Water Pollution Prevention Plan (SWPPP) shall be provided to the Public Works Department and be kept at the construction site. 135. 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; Implementation Prior to Start of Construction and On-going 136. 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 and meet WELO requirements. PW/ESD Building Permit Issuance and Grading Permit Issuance 137. 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 138. Trash Capture. The project must either demonstrate that on-site stormwater runoff flows to a regional trash capture device or ensure MRP full trash capture requirements are met though the installation of approved full trash capture devices or by entering into a trash maintenance agreement with the City. 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 PW Building Permit Issuance and Grading Permit Issuance DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 30 of 35 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. PUBLIC WORKS – ONSITE IMPROVEMENTS 139. 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 140. Vehicle Parking. All on-site vehicle parking spaces shall conform to the following: a. All parking spaces shall be double striped using 4” white lines set 2 feet apart in accordance with City Standards and DMC 8.76.070.A.17. b. 12”-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 6’ long wheel stops shall be provided within each parking space in accordance with City Standards. d. A minimum 2’ 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 8.76.070.A.16. Landscaped strips adjacent to parking stalls shall be unobstructed in order to allow for a minimum 2-foot vehicular overhang at front of vehicles. PW Grading Permit Issuance 141. 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 142. 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 143. 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 PW Grading Permit Issuance DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 31 of 35 replacement at the expense of the Developer/property owner if required by the easement holder. 144. 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 in congregation areas and along public and private sidewalks. PW/ESD Building Permit or Site Work Permit Issuance 145. 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-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. PW/ESD Building Permit Issuance and Grading Permit Issuance 146. 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-GRADING 147. 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 148. 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 149. Grading Off-Haul. The disposal site and haul truck route for any off-haul dirt materials shall be subject to the 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 PW Grading Permit Issuance/Sitew ork Permit DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 32 of 35 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. 150. 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 151. Demolition Plan. The 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; Buildings to be removed; Any items to be saved in place and or protected, such as trees, water meters, sewer cleanouts, drainage inlets or backflow prevention devices. PW Grading Permit Issuance DUBLIN SAN RAMON SERVICES DISTRICT 152. 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 Through Completion 153. 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 DSRSD Through Completion DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 33 of 35 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. 154. 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 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 signature by the District Engineer. DSRSD Building Permit Issuance 155. 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 Prior to Recordation 156. 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 157. 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 Building Permit Issuance 158. 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 DSRSD Prior to Grading Permit DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 34 of 35 water and sewer lines shall be submitted to and approved by DSRSD. 159. 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 Building Permit Issuance 160. 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 Permit Submittal and Construction Permit Issuance 161. 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 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. DSRSD Building Permit Issuance or Construction Permit Issuance 162. 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 163. 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. 153 have been satisfied. DSRSD Approval of Improvement Plans 164. 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 DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Reso. No. 106-23, Item 6.1, Adopted 10/03/2023 Page 35 of 35 165. Any proposed irrigation for this project shall be designed for and connected to potable water. Unless explicitly stated otherwise by DSRSD, recycled water irrigation is unavailable for use for this project per DERWA recycled water moratorium Resolution No. 19-3 dated 3/24/2019. DSRSD Grading Permit Issuance PASSED, APPROVED AND ADOPTED this 3rd day of October 2023, by the following vote: AYES: Councilmembers Hu, Josey, McCorriston, Qaadri and Mayor Hernandez NOES: ABSENT: ABSTAIN: ______________________________ Mayor ATTEST: _________________________________ City Clerk DocuSign Envelope ID: AE3ADC0D-1FAE-4E9E-B007-96CB8E48B800 Exhibit A SHEET INDEX NOTE: SEE 11 x17 SET Qp-13 FOR EXTERIOR COLORS & MATERIALS ARCHITECTURAL Qp-120 COVER Qp-I2b OVERALL SITE PLAN Qp-I2c SITE PLAN Qp-I2d ACCESS AND EXITING PLAN Qp-12e FLOOR PLAN Gp-I2f Qp-12g Qp-12h QP121 Qp-IT Qp-I2k CIVIL CI,DO ROOF PLAN SITE DETAILS EXTERIOR ELEVATIONS BUILDING SECTIONS BUILDING SECTIONS PHOTOMETRIC PLAN EXISTING CONDITIONS C2.00 SITE LAYOUT C2.0I SITE LAYOUT C3.00 SITE GRADING C3.01 SITE GRADING C3.02 GRADING SECTIONS C4.00 SITE UTILITY PLAN C4.0I SITE UTILITY PLAN C5.00 STORMWATER CONTROL PLAN C5.0I STORMWATER CONTROL PLAN LANDSCAPE LI.I L1.2 L1.3 L2.I L2.2 L2.3 IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION DETAILS PLANTING PLAN PLANTING DETAILS BAY FRIENDLY SCORECARD Performing Arts Center at Quarry Lane School 6363 & 6237 TASSAJARA ROAD, DUBLIN CA 94568 PROJECT DESCRIPTION Since Its openlng In lent., of 1991.. Quern/Lane School bes provided a arryeduwnm, graduates are accepted Into Me top colleges of thew choice year alter year-manyol Include some of the nallon's Ilnest colleges and universIlles Quern/Lane has nsistently - oNby N1sm`�m "so among. Be4 COI. Prey STEM, and Beet PrIvate Mph schools inthe naton • Building 1I7.6115, Admission Me, Multipurpose Room One Allal, and Lower • rrg;ILN,nesn. Elementary • Budding a ITNTBg en: Middle and 111e School classrooms and labvanonevtmrarv,and • rigalts,m35, Engineednymence and TeAnalogy classrooms and laboratmles, Lining Hal, and Lecture Had day.to-day school operations. The Perfonnance Arts OulldIng Is designed a performance hall with arelyMYaone wish drama, musRy dance. and a rehearsal Audios for current tIng o t provide:Quarry Lane studenn The newfadllty will school to higher RrantIL space for high sshool commencement asgem �eeeure ne userooi Foreman elp to offe convenienturxnoolmmmumryandan ronmentlor our students and nal( ibesoLool Lase hLb school student parking policy wnlcM1 controls the number olbgh school 'Y'roctene'e%")gdtr=r:VteT=ungh'aTotke=hbefr7er=1:g 'ern) mnerytlneatalaem eaZ:o1dmmnVs'tznnne`goln Zest the current ry hO ssnool senior orage-aralmedjunlar gets a mnntrynee aalll e�aedea aemore�ral �sn ne�ee�rl:aopvlo.a sw=mpa`rur�ns 7. proposed lot will only be used for Inbound entry and it wIll not provide any eat me uppers., program for pestnrssfollows eesawl eeblock enue`vewryn allows teachers to lach sulclasses odn twotofwe noun each Aye the and eave the campus during.. ofhpeak hours Assenhallv, not teacher has to on earn, during. standard arrival times In Ave oenings and they an also Yaw once their teaching responsiblImes are over far the Additional, the school uses staggered aggereds`nam for naming amval and anernaon amm�sal times for different gade . thls means that there are d is nagger,. system successfullyysince thesopenlnpdaf Grades Dubin East school DESIGN SET VICINITY MAP PROJECT DIRECTORY ARCHITECT BKBC ARCHITECTS INC 877 YGNACIO VALLEY RD. SUITE WALNUT CREEK, CA 94596 925.9309700 CONTACT: COURTNEY FOGAL CIVIL ENGINEER BKF 980 9TH STREET, SUITE 2300 SACRAMENTO, CA 95814 925.396 7727 CONTACT AUSTIN RICHWOOD GEOTECHINCAL ENGINEER FRIAR ASSOCIATES, INC 2082656 NICHOLSON STREET SAN LEANDRO, CA 94577 510.343.4424 CONTACT JOHN FRIAR LANDSCAPE ARCHITECT VALLIER DESIGN ASSOCIATES, INC 210 WASHINGTON AVE SUITE G POINT RICHMOND, CA 94801 510.237 7745 CONTACT: PAUL STEVENSON ENVIRONMENTAL CONSULTANT ENGEO INCORPORATED 2010 CROW CANYON PLACE, SUITE 250 SAN RAMON. CA 94583 925.866 9000 CONTACT: STEPHEN FALLON OWNER QUARRY LANE SCHOOL 3750 BOULDER STREET PLEASANTON, CA 94566 925.846 9400 CONTACT: DR. SABRI ARAC ASSESSOR'S PARCEL MAP PARKING REQUIREMENTS PARKING REQUIREMENTS PER CALGREEN 2019 ISTALL PIPE SNORT TERM BICYCLE LONG TERM BICYCLE I CLEAN AIR VEHICLE I ELECTRIC VEHICLE REQUIRED CS 1064.121 18ITABLE 51b6521 18 (TABLE 5196 566) PROVIDED PARKING REQUIREMENTS PER CBC CHAPTER 11B 2019 ISTALL PIPE tt d{TANO UR ED PROVIDED IAe-20021OSP I v 11118-IDe Rd) I ELECTRIC VEHICLE I (TABLE 11 Ba28 5.211 I ELECTRIC VEHICLE VAN 1(TABLE 111,2288.21) I SP PARKING REQUIREMENTS PER DUBLIN MUNCIPAL CODE IREQUIREMENT REQUIRED PROVIDED I IPER 3SEAT5 1nSP 1265P PROJECT DATA APN 985-2-6-3 & 982-72-2 ZONING: P,D, SITE AREA 550.081 SF (12.63 ACRES) (PER RECORDED LOT MERGER M-2022-001) BUILDING AREA EXISTING BUILDING I EXISTING BUILDING 2 EXISTING BUILDING 3 EXISTING BUILDING 4 TOTAL EXISTING AREA PROPOSED AUDITORIUM GRAND TOTAL BUILDING AREA FAR LOT COVERAGE 7,611 SF 15,578 SF 70,701 SF 13,003 SF 106,893 SF 13,800 SF 120,693 SF 21 9 14% PROPOSED AUDITORIUM OCCUPANCY CLASSIFICATION: A & E AUDITORIUM CAPACITY 350 SEATS CONSTRUCTION TYPE: VB FIRE SPRINKLER: AUTOMATIC SPRINKLER SYSTEM MINIMUM BUILDING SETBACKS FRONT SIDE REAR MAXIMUM BUILDING HEIGHT NOTE NO ADDITIONAL STAFF OR STUDENT CAPACITY ADDED AS PART OF THIS EXPANSION PARKING PROVIDED EXISTING PARKING 6 ADA+ 130 STANDARD + 35 COMPACT PROPOSED PARKING 7 ADA +88 STANDARD +31 COMPACT GRAND TOTAL PARKING 250' 755, 165 SPACES 126 SPACES 291 SPACES 5 SEAL LEWES. A 8 8 5/13/2022 8/4/2022 3/27/2023 PROJECT NUMBER. 2104 BRAWN. MW CHECKED. CF DATE 12/10/2021 SCALE NTS TITLE COVER DRAWING NO Qp-12a iiiiii��ii i!li�lllll(�(IIIIII (E) SCHOOL BUILDING (E) SCH00L BUILDING SEAL SUES: 5/13/2022 8/4/2022 3/27/2023 PROJECT NUMBER. 2104 DRAWN. MW CHECKED. CF DATE 12/10/2021 SCALE TITLE OVERALL SITE PLAN ORAw"" I Qp-12b EXPANSI E PLAN .1444 SEAL 5/13/2022 8/4/2022 3/27/2023 PROJECT NUMBER 2104 DRAWN MW DATE SCALE TRLE. SITE PLAN CHECKED CF 12/10/2021 1"=3tl LIJ w.wlrvc rvo Qp-12c 80"MIN', MINIMUM FINE $250J CONC WALK HANDICAP SYMBOL WHITE W/ BLUE BACKGROUND ENAMEL ON ALUMINUM ACCESSIBLE SIGN, MIN 70 SQ INCH PER SEC 1109A.8.8, LOCATE PER SITE PLAN, SUBJECT TO ARCHITECT APPROVAL WHITE LETTERING 2-3/8"0 GALV. STEEL SIGN POST CONC. FOOTING ACCESSIBLE PARKING SIGNAGE NTS NO PARKING FIR LANE 4 WHITE BACKGROUND W/ RED BORDER REFLECTIVE ALUMINIUM SIGN N RED LETTERING CONC WALK FIRE LANE SIGNAGE NTS 2-3/8"0 GALV. STEEL SIGN POST CONC. FOOTING 3 EXITING ANALYSIS PER CBC SECTIONS 1004 & 1005 AREA THEATER 360 SEATS 1/SEAT PRACTICE ROOM 637 SF 10 NET DRAMA STUDIO SF 10 NET MUSIC STUDIO . SF 10 NET DRESSING ROOM-1 1.10 SF SO GROSS DRESSING ROOM, 110 SF 50 GROSS STORAGE 175 SF WO GROSS WORKSHOP 2,50 SF 300 GROSS COAT ROOM 100 SF 150 GROSS TICKETS 115 SF 151,1GROSS 7=WALKSSHALL„PROADEDIN LOCKIONS AS INDICATED PAVEMENT SHALL CBE6o®Eo OUTEREFULL DP. (E, PAVEMENT gMTIIoll'I CONCRETE„ THROUGH JOINTS ALL RA-MORK SHALL BE COUPLE -EOM. A NONSLIP MEIDIUM yPROVIDE O IDEx LANDING ANDI GS SEED czwTH OF EACH WALK TI=EVAPZEIPLEWALKS W. ANY VErvICIJULAREA.THE 11E FULL WID111OF THE WALK FORA DEP. OF 3 Fi PIE DIRECION OF TRAVEL PROVIDE IN-UNE TRUNCATED DOMES LANDING NIEEn.A OE�/ lBEVELED A \� NRVEL A ANo rzx mAx GRADE SLOPE IN ANY DIRECTION Eof Tof OR-65. OF E SIDEWALK GROOVES LL 4,1 TAPERED WHERE EXPOSED•NOTE lO 11 ALL FLAIWORK SHALL BE COMPLETED TO PREVB1T Sfa+olNG wn rtROT EDGES , ANY LOOATON OF THE WALK SURFACE ©SFCION CONTRASINGDOLOR FINISH, USE CARBON LAMP BLACK 5LBS/CLI.° CURB CUT & PARKING STALL NTS OCCUPANT LOAD TOTAL EXIT WIDTH EMT WIDTH FACTOR OCCUPANCY REQUIRED PROVIDED 36. 36. 36. nFK (4 MU) L If I ACCESSIBLE ROUTE FROM SIDEWALK EXIT - WIDTH RE D: 36.8P 4 A WIDTH PROVI ED144" ® ® II ESSIBL ROUTE M (E) HOO SIC STUDIO 6001 DRAMA STUDIO 600 SF EXIT-2 OUIRED: 33.6" OVI. ACCESSIBLE ROUTE FROM PARKIN441 LEGEND EXIT ROUTE <0 0 0 ACCESSIBLE PATH OF TRAVEL OCCUPANCY Asphalt REM•,VED AD LIST - LICATI EXIT 4 5LUIKEIDED 3C WDED: 36" InE MAO EXIT-3 WIDTH REQUIRED: WIDTH PROVIDED: 72" EXITING & ACCESS ANALYSIS QLS Performing Arts Center BKBC ARCHITECTS INC. SEAL SUES A 5/13/2022 8/4/2022 3/27/2023 PROJECTNUXBER 2104 DRAWN MW CHECKED CF DATE 12/10/2021 SCALE TITLE' EXITING & ACCESS PLAN DRAWING NO' Qp-12d Aim 1111111111 PROJECTION ROOM 10' X 20' +14'-0" J to 18r so to so so to 1111! lair OS M0 MO MO 110 MO Illlr pma MO rill MEZZANINE PROJECTION ROOM 2 • 0 1 MEN'S 19-- I L L I +4,0" FOYER 13' X 75' �— L_ +4,0" J 11WOMEN'S- 2ax121 i ®oil 12 L 24. WORKSHOP 10 9 8 7- 6 5 3 STORAGE V p� 0 1111 4 11s IVY ' j � 4�, lj1 PVC ,il! 1 11 110 10 110 for 14 III mu 4, A, dill 111r @O 1111r MIr 110 . 4 1• v0 4 11llr MIS MO MO I! 1110 ' Illlr AO lMO per 011 m g oe MO ,mr II ,— 10110 10IMO11101144m 4 • 1• 1lu ,0 MO air 4 ENTRANCE LOBBY 27' X 22' V �IIJ\II FCOAT ROOM 10' X 10' ICKETS/ INFO 1 O X 11'-6' ❑J 158'-6" MUSIC STUDIO 34' X 18' DRESSING DN DRESSING 11'-6" X 12'-6" n 11'-6 !/ •7 1* 1 J STAGE 25'-0" DRAMA STUDIO 34' X 18' PRACTICE ROOM 36X 18' SERVICE J L AUDITORIUM SEATING CAPACITY FIXED SEATS 344 WHEELCHAIR SPACES 6 TOTAL CAPACITY 350 GRADE LEVEL FLOOR PLAN SEAL SUES: 0 a0 < 5/13/2022 8/4/2022 3/27/2023 PROJECT NUMBER. 2104 DRAWN. MW CHECKED. CF DATE 12/10/2021 SCALE TITLE FLOOR PLAN 1 DRAWING NO 11 Qp-12e r r HVAC EQUIPMEN L J _DS DS i RIDGE SOLAR ZONE 1,000 SF 7 1- DS r 1 NVAC EQUIPMENT 1 1 L O SOLAR ZONE 1,000 SF ,DS DS FLOOR PLAN SEAL SUES: A 5/13/2022 8/4/2022 3/27/2023 PROJECT NUMBER. 2104 DRAWN. MW CHECKED. CF DATE 12/10/2021 SCALE TITLE FLOOR PLAN 1 DRAWING No Qp12f Hoop Rack WALL MOUNTED MOTION SENSOR LIGHT FIXTURES TO PROVIDE LIGHTING OF MIN 1-FOOT CANDLE 2%SLOPE MIN 11 „r��I ITTITJJ I III IIII II� \ SOLID MLIAL GAIL W/S LI ANGLE CROSS BRACE FOR SUPPORT. PAINT TO MATCH OSIDE BUILDING COLOR ELEVATION Submittal Sheet BIKE RACK Nrs WALL MOUNTED MOTIO FIXTURES TO PROVIDE LIGH I -FOOT CANDLE 20 GA PAINTED METAL EDGE CAP METAL ROOF DECKING ATTACHED TO W8X13 CMU WALL PAINTED TO MATCH BUILDING COLOR WITH GRAFFITI RESISTANT PAINT IL CONC. CURB, SLAB, B. FOOTING OREAR ELEVATION 4 ® Two Tier Bike Locker BIKE LOCKER tin ACCESSIBLE HARDWARE WHICH DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST 0 TV IN PAVEMENT FRONT ELEVATION Submittal Sheet 3I Panel / Panneau 4' (28 Ib/12.7 kg) METAL E CAP, SEE TION POST — TUBE STEEL ER CMU WALL PAINTED TO MATCH BUILDING COLOR WITH GRAFFITI RESISTANT PAINT \ CONCRETE CURB 1237Fm1 6" CONCRETE CURB CONCRETE SLAB 8" CMU WALL — PAINTED TO MATCH BUILDING COLOR WITH GRAFFITI RESISTANT PAINT O PLAN Universal Collar / Attache Unlverselle 44. 11247 mmi FenceOmega erabma =tor-- WEB OMEGA FENCING NTS 2 CY 2 CV TRASH ENCLOSURE 2 CY 2 SEAL SUES A 5/13/2022 8/4/2022 A 3/27/2023 PROJECT NUMBER 2104 DRAWN MW CHECKED CF DATE 12/10/2021 SCALE AS NOTED TIRE' SITE DETAILS 1 DRAWING NO. Qp-12g +31'-7' T.O.R. 4+25. TOP 4+29'-9" T.O.R el7-6"T.O P. ro'v' 6 FINISH FLOOR 4+25,0" T 0 P 4'-0" Q FINISH FLOOR 25'-0" T 0 P +176"TOP 17 +4'-0' i FINISH FLOOR L JI m m ■■ ■■ ■■ SOUTH ELEVATION L - _ wilIIIIll NORTH ELEVATION EAST ELEVATION +29'-9" T.O.R. x. +17-6" T.O.P� 'FINISH FLOOR +31 -7" T.O.R. +25'-0" T.O.P.. +17-6" T.O.P.e +17-6" T.O.P. SEAL FL±0OO'-0R° 4 RNISH 2 I rssDEs: 1� +a'-0' NISH FLOOR 0 aU 5/13/2022 8/4/2022 3/27/2023 PROJECT NUMBER. 2104 DRAWN. MW CHECKED. CH DATE 12/10/2021 SCALE I/8"=1 iRLE ELEVATIONS WEST ELEVATION DRAWING 60 1 Qp-12h NOTE: FOR COLORS AND MATERIALS SEE Op-13 SERIES • +15-0"TOR. ▪ FINISH FLOOR t+25'-0"T.O.P. m ▪ +4 0 _ FINISH FLOOR >A >8 >C KEY PLAN Nis >D IIMENS FOYER PROJECTION ROOM BEYOND ENTRANCE LOBBY n rl 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 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 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 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 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 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 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 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 PROJECTION ROOM AUDITORIUM MENS IIII III III IIII � 4 n A '+ITL"TOP 4 +15'T.OR 2'-a' FINISH FLOOR ORRI- DOR WORKSHOP ENTRANCE LOBBY II II 111111 111111 IIII III 111111 SECTION A -A Ill111111llllllll(1 II 111 11111 SECTION B-B 11111 +25,0" T.O.P +4'-0' FINISH FLOOR 3 II +31'-7'T.O.R FINISH FLOOR 2 AUDITORIUM IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SECTION C-C -1.a FINISH FLOOR0R SEAL ISSUES. 0 5/13/2022 8/4/2022 3/27/2023 PROJECTNUMBER 2104 DRAWN MW CHECKED' CF DATE 12/10/2021 SCALE 1/8"=1'-0" ADE SECTION Qp-121 >A >B >C >D >A >B KEY PLAN 4+1 PL° T.O.P. FINISH FLOOR +31'-7'T 0 R +25' T.O.P. 4'-0 FINISH FLOOR 4 A CORRIDOR ▪ +I5'T O.R. Eryl ▪ FINISH FLOOR q FOYER PROJEC11ON ROOM MUSIC STUDIO 0 12 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII CORRIDOR AUDITORIUM 11 II 1 II II 11 II 0 R STAGE �Ilillil 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 Il I l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l f l l l l l l l l l l SECTION D-D +29'-9" T.O.R FINISH FLOOR 3 +17-6" T.O.P. +15'T.OR IIIIIIIIIIII111111111111111111111 IIIIIIIII FINISH FLOOR SECTION E-E SECTION F-F +29'-9" T.O.R FINISH FLOOR SEAL 2I ISSUES. Om Q QU Uw QU 5/13/2022 8/4/2022 3/27/2023 PROJECTNUMBER 2104 DRAWN MW CHECKED' CF DATE 12/10/2021 SCALE TITLE SECTION 1 DRAWING NO Qp-12j CURRB T PROPEkjYLINE ULTIMA LINPERTY ( THE QUARRY LANE SCHOOL 8383 TASSAJARA RD APR!: 985-2-8-3 EXISTING CONDITION NOTES A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE KNOWN UNDERGROUND UTILITIES. THE TYPES, LOCATIONS, EXTENTS, SIZES AND DEPTHS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND WERE OBTAINED FROM VARIOUS SOURCES, INCLUDING TOPOGRAPHIC FIELD SURVEYS, AND AS -BUILT DRAWINGS PROVIDED BY THE PROPERTY OWNER ABANDONED UNDERGROUND UTILITIES MAY EXIST, THE LOCATION OF WHICH ARE NOT KNOWN TYPES CONTRACTOR CAUTIONED LOCATIONS, EXTENTS,SIZES AND DEPTHS OF EXISTING UNDERGROUND UTILITIES INDICATED ON THE PLANS MAY NOT BE THE TYPES, LOCATIONS, EXTENTS, SIZES AND DEPTHS ENCOUNTERED IN THE FIELD. 2. ONLY EXCAVATION AND PHYSICAL EXPOSURE WILL REVEAL THE ACTUAL TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF EXISTING UNDERGROUND UTILITIES CONTRACTOR SHALL BE RESPONSIBLE FOR POTHOLING EXISTING UNDERGROUND UTILITIES WITHIN THE AREA OF WORK. CONTRACTOR SHALL RETAIN A PRIVATE UTILITY LOCATOR TO IDENTIFY EXISTING UTILITIES. THE CONTRACTOR SHALL POTHOLE AS NECESSARY AT CONNECTION LOCATIONS AND PROPOSED UTILITY CROSSINGS TO FULLY LOCATE AND IDENTIFY EXISTING UTILITIES POTHOLING SHALL BE DONE AND THE RESULTS. INCLUDING ANY CONVICTS IDENTTED, REPORTED TO THE ENGINEER PRIOR TO THE START OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK TOTILITIESAVOID CONFLICTS BETWEEN SEWER LATERALS. STORM DRAINS . WATER MAINS. AND ALL OTHER UNDERGROUND 3711. - 4 LEITLEO INFORMATION IS OBTAINED BY AS -BUILT INFORMATION AS WELL AS SURVEY OBSERVATION. ALL EXISTING UTILITY INFORMATION IN THIS PLAN SET IS IDENTIFIED PER THE AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) STANDARD FOR LEVEL OF QUALITY. BELOW IS A LIST OF THE LEVEL OF QUALITY CATEGORIES WITH THE ASSOCIATED DEFINITION PER ASCE STANDARDS - PRECISE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATIED UTILITIES) OU AND OF PR SUBSEQUENT EVIOUSLY EXPOSED MEASUREMENTS OF SUBSURFACE UTUSES, USUALLY AT A SPECIFIC POINT. MINIMALLY INTRUSIVE EXCAVATION EQUIPMENT IS TYPICALLY USED TO MINIMIZE THE POTENTIAL FOR UTILITY DAMAGE. A PRECISE HORIZONTAL AND VERTICAL LOCATION, AS WELL AS OTHER UTILITY ATTRIBUTES, IS SHOWN ON PLAN DOCUMENTS. ACCURACY IS TYPICALLY SET T M VERTCAL AND TO APPLICABLE HORIZONTAL SURVEYANDMAPPING ACCURACY AS DEFINED OR EXPECTED BY THE PROJECT OWNER (B) - INFORMATION APPROPRIATE OBTAINED SURFACE TUGEOPHYSICAL APMETHODS N TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. QUALITY LEVEL B DATA SHOULD BE REPRODUCIBLE BY SURFACE GEOPHYSICS AT ANY POINT OF THEIR DEPICTION. THIS INFORMATION IS SURVEYED TO APPLICABLE TOLERANCES DEFINED BY THE PROJECT AND REDUCED ONTO PLAN DOCUMENTS. (C) - INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE -GROUND UTILITY FEATURES AND BY USING PROFESSIONAL JUDGMENT IN CORREL4TNG THIS INFORMATION TO QUALITY LEVEL D INFORMATION. (D) - UTILITY LOCATION INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS. LEGEND — — — — PROPERTY LINE 5 EXISTING CONTOUR LINE 0 GRAPHIC SCALE P (OM.) SEAL SUES: PROJECT NUMBER 2104 DRAWN AR CHECKED: KW DATE 04/22/2022 SCALE AS SHOWN Tr' EXISTING CONDITIONS PAWING NO C1.00 8 �rc0,zr mb og aaa 111111111130 RE o TA IMPROORVE ROAD 1 IMPR REFERENOWNCE .FOR o TINTENANCE AGREEMENT FOR MAINTAINING AND IRRIGATING THE LANDSCAPE ALONG PROPERTY ILIE ONTAGE WILL BE .DORDINAT D IN THE FUTURE / a I I To IpL� u ACCESSIBLE HANDRAILS DEDICATION TURNING DUNG LOCATION O , PUBLIC TO BE O ITERMINEO RIGHT-OF-WAY CATION PER SEPARATE INSTRUMENT (TASSAJARA ROAD IMPROVEMENTS) OF DOUBLE CHE:, DAMS DIUSmvre PT OF LIN WASTE H .TANDARDS ill Tanks _ m I 'ONE WAYSIG-' DEEPENED nrZCAL VERTICAL CURB CHECK FOAMS I 7 RETAINING WALL RETAINING WALL — RETAINING F 'HT TUR ® ® oNGY SIGN SYMBOL OF ACI sSBLtt 111 TOP OF CREIX BAN -7 Ian—I.s„-7-_ z�...,. EV I,, EV EV I EV LEGEND itt — PROPERTY LINE/RIGHT OF WAY DEDICATION \t I - — TASSAJARA CREEK ELOWLNE \\\ TOP OF CREEK BANK I - 20 SETBACK FROM TOP OF CREEK BANK II I ASPHALT CONCRETE PAVEMENT SECTION 4- AC OVER CLAPS II PEDESTRIAN CONCRETEPAVEMENT SECTION CLASS II i4 B REBAR. SPACED IB° O.C. EACH WAY. SLD FOR COLOR AND FINISH 20' SETBACK FOP OF ROM T CREEK BANK VERTICAL CURB R=16P—R=3574' EV HT TO E " SIGN \ EV EV \T V T VERTICAL CURB EV 20' SETBA FROM TOPoCREEK BANK 1 v TOP A — CREEKDr-BANK TRUCK TURNINGS RADIUS PER CITY OF DUBLIN WASTE HANDLING STANDARDS TO DETAIL SC-2 PATINE NLH CURB RED WITH WHITE IG ANO PARKINFIRE LANE" TOE OF / G E BANK ,..� SEE ARCHi 1EATICE BAC VERTICALO INS / L CURB ALONG SST MPERTY PAINT CURB RED WM WHITE LETTERING THAT STATE °NO PARKING Y ,OfT FIRE LANE,, PAINTEY CURB RED OPTH WHITE 7 LETTERING THAT ESTATE 'NO PARKING ,O FIRE LANE" INING 'GALL / SEE AGRADING PLAN DEEPENED / VERTICAL CURB Figure 3: Front End Load Truck Turning Dimensions Dimcnsion(ft) Description 32.85 TURNING RADIUS 67.79 CURB TO CURB TURNING DIAMETER 73.97 WALL TO WALL TURNING DIAMETER CREEK FLOWLINE CITY OF DUBLIN - GARBAGE TRUCK TURNING DIMENSIONS EV VERTICAL CURB FULL DEPTH ASPHALT PLUG DETECTABLE WARNING SURFACE (TRUNCATED DOMES) STORMWATER TREATMENT MEASURE SURFACE IIAPROVENENTB NOTES 1 1. THE OMITS OF WORK ARE APPROXIMATE ONLY. CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTINGSURROUNDING% LANDSCAPE, AND OTHER Z IMPROVEMENTS U AVOIDING ANY ABRUPT OR APPARENT CHANGES IN ▪ GRADES OR CROSS -SLOPES OR HAZARDOUS CONDITIONS. D • 2. EXISTING CONCRETE SHALL BE REMOVED AT THE NEAREST EXPANSION JOINTS. I— 3. NEW WORK SHALL MATCH EXISTING AS CLOSELY AS Z POSSIBLE IN FINISH, SCORING, AND COLOR. C' 4. EXISTING SITE FEATURES (CURBS, CONCRETE WALKS, ULANDSCAPE. IRRIGATION. ETC) D DURING CONSTRUCTION SHALL BE REPLACED IN KIND.CC LL GRAPHIC SCALE • • m Farr R QLS Performing Arts Center SEAL SUES: PROJECT NUMBER 2104 DRAWN AR CHECKED: KW DATE. 04/22/2022 SCALE AS SHOWN TELE SITE LAYOUT PAWING NO C2.00 DEEPENED VERTICAL CURB - _ - ------ - PROPERTY -- AINT CURB RED WITH WHITE LINE WI TIERING THAT STATE "NO PARKING RE LANE' OP OF CREEK BANK CURB AND GUTTER C C 20' SETBACK FROM TOP OF CREEK BANK CREEK FLOWLINE C C C CURBICAL DURBEN LD R-35 34. —F CI C C C �I C I GARBAGE TRUCK TURNING RADIUS, PER "- CITY OF DUWASTE HANDLING STANDARDS DARDS C I C C Figure 3: Front End Load Truck Turning Dimensions Dimension(ft) Description 32.85 TURNING RADIUS 67.79 CURB TO CURB TURNING DIAMETER 73.97 WALL TO WALL TURNING DIAMETER CITY OF DUBLIN - GARBAGE TRUCK TURNING DIMENSIONS LEGEND — — — — PROPERTY LINE/RIGHT OF WAY DEDICATION - - TASSAJARA CREEK FLOW_INE TOP OF CREEK BANK - 20E SETBACK FROM TOP OF CREEK BANK ASPHALT CONCRETE PAVEMENT SECTOR OVER it_ CLASS II AB TI S, 080111141 PEDESTRIAN CONCRETE PAVEMENT SECTOR PCC OVER 9, CLASS II AB /4 R®AR, SPACED 18" O.C. EACH WAY. SLD FOR COLOR AND FlNIEH FULL DEPTH ASPHALT PLUG DETECTABLE WARNING SURFACE STORMWATER TREATMENT MEASURE SURFACE IMPROVEMENTS NOTES 1. ,E LIMITS OF WORK ARE APPROXIMATE ONLY CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING SURROUNDINGS, LANDSCAPE, AND OTHER IMPROVEMENTS WITH A SMOOTH TRANSITION, AVOIDING ANY ABRUPT OR APPARENT CHANGES IN GRADES OR CROSS -SLOPES OR HAZARDOUS CONDITIONS. 2 EXISTING CONCRETE SHALL NEAREST EXPANSION JOINTS. B REMOVED AT THE 3. NEW 'MIRK SHALL MATCH EXISTING AS CLOSELY AS POSSIBLE IN FINISH, SCORING, AND COLOR. 4. EXISTNG SITE FEATURES (CURBS, CONCRETE WALKS, LANDSCAPE, IRRIGATION, ETC) DEMOLISHED DURING CONSTRUCTION SHALL BE REPLACED IN KIND SEAL SUES: QLS Performing Arts Center PROJECT NUMBER 2104 DRAWN AR CHECKED: KW ® DATE. SCALE 04/22/2022 AS SHOWN TELE GRAPHIC SCALE SITE L..f " T LAYOUT (mra ) PAWING NO C2.01 ® 437 f0 U 1 +E iIIIIIIIIIIIIIIIIIIpMIIVIIII������ . r 0 O 0 80 It 0 Ieartl 0 0 O O O m 407. Sva.211.5.11ev. I. N WY waned Lm aen 9U T PA SIEEr680 LOCK ANCE . 39.4 AbaEYEO SIEERNG ANGLE: 30 deg. SWEEP ANGLE: 20.5 60 09. SWEEP ANGLE: 30.0 90 eeq. SWEEP ANGLE: 34.6 deE 120 deg. SWEEP ANGLE: 37.0 deg 160 ae9. SWEEP ANGLE: 33.5 do" Alameda County Pumper —Dublin Custom rep; CITY OF DUBLIN - FIRE TRUCK TURNING TEMPLATE GRAPHIC SCALE Is l Inch evrin of SEAL SUES: PROJECT NUMBER 2104 DRAWN AR CHECKED: KW DATE. 04/22/2022 SCALE AS SHOWN TELE FIRE ACCESS PLAN PAWING NO C2.02 tt Asphalt z Paz 525 01/11 "rim Immo= CC 71 MOO 1 \2.29 AC M815 ... 9M N yyy--- / 7 Z . .., I o GRADING NOTES PROPOSED SITE PLAN AND UTILITIES HAS BEEN SCREENED FOR CLARITY. 2 GRADING WORK SHALL BE PERFORMED IN ACCORDANCE 121TH THE TECHNICAL SPECIFICATIONS AND THE REQUIREMENTS AND RECOMMENDATIONS CONTAINED IN THE PROJECT GEOTECHNICAL REPORT. 3 THE CONTRACTOR CONFORMTOTHEEXTREME SHALL EXERCISE LINES. GRADES SECTIONS. AND DIMENSIONS AS SET FORTH ON THESE PLANS. GRADED AREAS SHALL CONFORM TO THE VERTICAL ELEVATIONS SHOWN WITHIN TOLERANCE OF ONE -TENTH OF A FOOT IN LANDSCAPED AREAS AND TWO -HUNDREDTHS OF A FOOT IN HARDSCAPED OR PAVED AREAS WHERE GRADED AREAS DO NOT CONFORM TOLERANCES,TO THESE SHALL BE REQUIRED TO DOCORRECTVE GRADING,, AT NO EXTRA COST TO THE OWNER. 4. CONTRACTOR SHALL FIELD VERIFY FINISHED FLOOR ELEVATIONS OF EXISTING BUILDINGS PRIOR TO STARTING CONSTRUCTION 5. CONTRACTOR SHALL TAKE CAUTION WHEN GRADING ADJACENT TO EXISTING BUILDINGS, TO PROTECT EXISTING FOUNDATIONS AND TO NOT TO COVER EXISTING VENTS. 6. RIMS OF UTILITY STRUCTURES SHALL BE ADJUSTED TO FINISHED GRADE IN AREAS OF RE -GRADING IN PAVED AREAS, ELEVATION DIFFERENCE SHALL NOT BE MORE THAN } INCH BETWEEN RIMS AND ADJACENT SURFACE T. WHERE IMPROVEMENTS INVOLVE ADA ACCESSIBILITY, CONTRACTOR'S ATTENTION IS DIRECTED TO THE FOLLOWING PARAMETERS THAT NEED TO BE MET WTH THE FINISHED CONSTRUCTION. a. WALKWAYS SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 4.2R AND A MAXIMUM CROSS SLOPE OF 29S B 2% IN ALL DIRECTIONS, UM SLOPE OF INCLUDING DIAGONAL c. ADA PARKING STALLS AND STRIPED AISLE SHALL HAVE A MAXIMUM SLOPE OF 2% IN ALL DIRECTIONS, INCLUDING DIAGONAL d. TRANSITIONS BETWEEN PROPOSED IMPROVEMENTS AND EXISTING CONDITIONS SHALL BE SMOOTH AND FREE OF ABRUPT CHANGES CONTRACTOR SHALL FlELI PEPPY BOSOM GRACES AT CWFORMS PRIOR TO FORMING/AC WORK _ LEGEND U —450— — PROPOSED CONTOUR LINE —A`.L EXISTING CONTOUR LINE GR.E BREAK SLOPE 2w DIRECTION ON LLJ PRELIMINARY EARTHWORK QUANTITES W CUT =3.150 CY = FILL = 375 CY (n NET CUT = 2.775 CY W W Fn W Z J 2 • • GRAPHIC SCALE QLS Performing Arts Center SEAL SUES: PROJECT NUMBER 2104 DRAWN AR CHECKED: KW DATE. 04/22/2022 SCALE AS SHOWN TITLE SITE GRADING DRAWING NO C3.00 I�i[ 6a800 B\ � aaa6E O9-149.00. co U 1 2 (n W W Z J _ TO 460.25 AC 959.75 Ac a59 of/AC 4.%11.1 GRADING NOTES 1. PROPOSED SIZE PLAN AND DI LILIES HAS BEEN SCREENED FOR CLARITY. 2 GRADING PERFORMED THE TECHNICAL SPECIFICATIONS AND THE REQUIREMENTS AND RECOMMENDATIONS CONTAINED IN THE PROJECT GEOTECHNICAL REPORT 3. THE CONTRACTOR SHALL EXERCISE EXTREME CARE TO CONFORM TO THE LINES, GRADES, SECTIONS, AND DIMENSIONS FORTHAS SET PLANS. GRADED AREAS SHALL CONFORM TO TIE VERTICAL ELEVATIONS SHOWN WITHIN TOLERANCE OF ONE -TENTH OF A FOOT IN LANDSCAPED AREAS AND TWO -HUNDREDTHS OF A FOOT IN HARDSCAPED OR PAVED AREAS MERE GRADED AREAS DO NOT CONFORM TO THESE TOLERANCES, THE CONTRACTOR SHALL BE REQUIRED TO DO CORRECTIVE GRADING, AT NO EXTRA COST TO THE OWNER • CONTRACTOR SHALL FIELD VERIFY FINISHED FLOOR CONSTRONSON. OF E%ISTNG BUILDINGS PRIOR TO STARING 5. CONTRACTOR SHALL TAKE CAUTION WHEN GRADING ADJACENT TO EXISTING BUILDINGS, TO PROTECT EXISTING FOUNDATIONS AND TO NOT TO COVER EXISTING VENTS. 6. RIMS OF UTILITY STRUCTURES SHALL BE ADJUSTED TO GRADEFINISHED AREAS R ELEVATION DIFFERENCESHALL NOTBERE-GRADING. THAN }RINCH BETWEEN RIMS AND ADJACENT SURFACE. J. WHERE IMPROVEMENTS INVOLVE ADA ACCESSIBILITY, CONTRACTOR'S ATTENTION IS DIRECTED E PARAMETERS THAT NEED TO BEMET WITH THEFINISHED CONSTRUCTION: n. WALKWAYS SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 4.9% AND A MAXIMUM CROSS SLOPE OF I% b. LANDINGS SHALL HAVE A MAXIMUM SLOPE OF 2% IN ALL DIRECTIONS, INCLUDING DIAGONAL c ADA PARKING STALLS AND STRIPED AISLE SHALL HAVE A MAXIMUM SLOPE OF 2% IN ALL DIRECTIONS, INCLUDING DIAGONAL. E. TRANSITIONS BETWEENPROPOSEDIMPROVEMENTSAND EXISTING CHANGES. SHALL BE SM 00TH AND FREE OF ABRUPT • CONTRACTOR SHALL FIELD 11000Y ESSTING GRADES AT CONFORMS PPoGR TO FORMING/AC MORK. — — — — PROPERTY LINE — --MSG— — PROPOSED CONTOUR LINE 4. EXISTING CONTOUR UNE GRADE BREAK SLOPE DIRECTION PRELIIANARY EARTHWORK OUANTITIES CUT = 3,150 CY FILL = 2CY NET CUT 2,J)5 CY 'LE GRAPHIC SCALE SEAL SUES: PROJECT NUMBER 2104 DRAWN AR CHECKED: KW DATE. 04/22/2022 SCALE AS SHOWN TILE SITE GRADING PAWING NO C3.01 TC 43,50 FL 43,00 SHOWN AS REFERENCE IXJLY FG BIO 436.00 ............... ............... ............... ............... TC 435.44 FL 434.94 20' SETBACK FROM TOP OF CREEK BANK TC .9.2 AC 43831 EG 438.39 TASSAJARA ROAD GAP CLOSURE PROJECT 1 QUARRY LANE AUDITORIUM PROJECT 0.281 3' TC 43J.48 CC 436.98 BW 43).O4 1�ox rjex4X;1434a,175, y ] REFERENCE ONLY CURB CUT TOP 434.94 J�MAX 15.23' EG .8.34 SECTION C PARKING STALL SECTION A OE .3 95 .................................................................................. ................................................................................................................................................................. ...............................................................................................................................................................:0 ................................................................................................................................................................. ................................................................................................................................................................. ................................................................................................................................................................. ................................................................................................................................................................. 3' 2549. EXTERIOR RUILDING WALL SECTION E EG 438.10 SECTION ❑ 11.81' TOPOOFECREEK BANK f TO 442 84 FL 442.34 EG .2.20 EG .2.18 SECTION D TOE 433.95 EG .1.82 I4.�\a9B�x uo �M SECTION ❑ QLS Performing Arts Center SEAL SUES: PROJECT NUMBER 2104 DRAWN AR CHECKED: KW DATE. 04/22/2022 SCALE AS SHOWN TELE GRADING SECTIONS PAWING NO C3.02 7OP I 11(\IIf ( DETAIL F oh, AI/ 4•19,-\ 1 T. t.g.te.g /-WILT ./E = 7 TO 15289 R15238 i ;IC. 11'.11 ,I TOP 153.35 r T1? 4114 i WI ___,________J-i---'Z' rtzut 7 --Tc...., 0 —..„/;---AAL \\hi \III/ \\ \III/ \111.1. /-.11•14*-- ----.-.‹,_70,, .6 \I '0. 3 1:1 so 2 \ \ 15235 I, 1 \ \ 810 FO " TET8 950.37 \ 'C'-- rl%87 \ I' ''''' ' 4 \ Ill/ 0111.4 \ WA 44 ‘\ \ 11/ Z011/ I \ \ III,' illk \ III/ 4.I.11.L \ III/ I II C --,,,,_ To, (\III/ 7.9%211/ \ AIII/ WI/ \ \ \ Ir 4 \ III/ \ \ \III/ ‘. IIIT \ Ill / \I \IIL \ WI \ 1% \ III/ \ 11 1 \ III/ AA III 3 - Z-TFL04.501 054* \ \ V- T4o.l,.. 4'"\Vl R - Tf ATM ,,1'1- TRC 1655220558 1 I' \- iFtL 1.5223858 \\\ 7F2 4"T6: ,7- TFLO 1.5-23 Z0422 T. I \-\ - M. DETAIL H —TOP 053 88 SEAL ISSUES: PROJECT NUMBER 2104 DRAWN AR CHECKED: KW DATE. 04/22/2022 SCALE AS SHOWN TELE GRADING DETAILS DRAWING NO C3.03 1/7 ( II Sit I. ELEC C mN ra REFERENCEIIGOON FUTURE TASSAJARA Q SHOW N F7 R IMPRoz PF NV(NE7�434.53 ��� INv(s)_4342 OUT66'I ORGAS FERENCE ON PV 9W DR14� Wa N S)4329 ,,001 N V( D w O boR 35 o, b02 a N � I ll SPVC SDR 26 ' � SS 13reIM:.nIV +t IZ INV(W):431363 CUT e" RR:7 G "' (E):430.33 IN 6' 1 IN(N) 430.22 IN e' SEE TE INV(5): 430.17 OUT 12" II NV(E)-9-2, 00 IN 18. SNDCPJJ soft 35 INV(E) 434.85 IN 6- INV.84 E PVC SOP 35 .443.93 RAIN Lismi I/J ' Lar IIA� OEB7 I' 0 Gate E*12Nli© TRENCH Ow, 61 TREOR 43996 iI dr I I I 11,1 IH III S):436.00 0UI b EEUi ro.•V,.•Y IN INV(N):435 00 IN 6' INV(SE) 434.40 CUT e• zz,N, NeX24.1 NV(S):43475 OUT e 1NV(5).433.11 023 4" CST 14 En `4(LFP. SDR 35 INV(5) 43225 OU UNDERGROUND OETENTOVAULT (50' X18WX et) TRENCH D (6" WOE)lW I INV(E). �300.OUT43 26 LF PVC SDR 36 ?..-AreQ4,0.111 UNDERGROUND 0 IN ;z."T� VAULT 1NV(N).429.60 IN 12• 00)9) 44260 TOUT2. INV(E) 430.50 I INv)S):43 00O PR vim SO 02 OIL GREASE SEPARATOR 26 64 SDR LS RCP C / PR SDMN-4 IRIM 441.99 NV(N) 43244 IN e' INA434.86 / I2 INV(5W). 432.'24 OUT12• 41 LF PVC 50R 2 / 33.96 2 EF RCP CLASSGR . 94.50 :7.00 IN 6 INV(SE):435.50 OUT." PR snmH INV(4/ J30Z BL,r a6• Iry NE).4T1.0 'IN 12' levooemea' our ,2 q / ,/ 7 T GE PR SWAN -5 NV(E) 44152 IN 12' I 8J:441.42 12 SD OUT LEGEND AND SYNBOLS - SD - PR STORM DRAIN LINE, SEE DETAIL X/CX.X - - - PR PERFORATED PIPE, SEE DETAIL X/CX.X - SS - PR SANITARY SEWER LINE, SEE DETAIL X/CX.X FM, - PR FIRE WATER UNE, SEE DETAIL X/CX.X - W - PR DOMESTIC WATER LINE, SEE DETAIL X/CX.X SDDI 0 PR STORM DRAIN DROP INLET, SEE DETAIL X/CX.X SDAO 0 PR AREA DRAIN, SEE DETAIL X/CX.X SDMH® PR STORM DRAIN MANHOLE, SEE DETAIL X/CX X SDCO • PR STORM DRAIN CLEANOUT, SEE DETAIL X/CX.X SSCO • PR STORM DRAIN CLEANOUT, SEE DETAIL X/CX.X SSMH• PR SANITARY SEWER MANHOLE, SEE DETAIL X/CX.X 6E04 PR BACKWATER VALVE, SEE DETAIL X/CX X W/• PR GATE VALVE, SEE DETAIL X/CX.X ro PR WATER METER, SEE DETAIL X/CX.X TWA ® PR RPPA BACKFLOW PREVENTER, SEE DETAIL X/CX.X DMA® PR DCDA BACKFLOW PREVENTER, SEE DETAIL X/CX.X TUC{ PR FIRE DEPARTMENT CONNECTION, SEE DETAIL X/CX.X HVH4 PR POST INDICATOR VALVE, SEE DETAIL X/CX.X M.h PR FIRE HYDRANT, SEE DETAIL X/CX.X UTILITY NOTES Z 1 PROPOSED SITE PLAN HAS BEEN SCREENED FOR CLARITY 0 2 RIM ELEVATIONS FOR EXISTING UTILITY STRUCTURES SHALL BE RAISED TO PROPOSED SURFACE ^"10A KRCP 4ip5Pl 1 ~ TRAFFCc RATEDSTOP SHALL BEESUSEDATOD EPLACERTIESEIXISTINGTTOP ROF OIHE ADJUSTED l■ STRUCTURE ALL STRUCTURES WITHIN THE PEDESTRIAN PATHWAY SHALL MEET ADA Z ELOONGATEDN IN STRUCTURES WIPERPENDIC SHALL HAVE OPENINGS 1F2DO DOMINANT PEDESTRIAN AND � TRAVEL IN THE DIRECTION PERPENDICULAR TO THE DIRECTION O D MINANT EI]ES RIAN Z 3 PROTECT ALL EXISTING UTUTIES AND SITE FEATURES FROM BEING DAMAGED, UNLESS O OTHERWISE NOTED. ALL UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING U CONSTRUCTION SHALL BE COMPLETELY RESTORED AT NO ADOTONAL COST TO THE OWNER AND TO THE SATISFACTION OF THE ENGINEER. O 4. THE EXISTING UTILITY LINES AND STRUCTURES SHOWN ON THESE PLANS ARE DERIVED FROM - LL RECORD DATA UNDERGROUND UTILITY SURVEY AND/OR SURFACE OBSERVATION AND ARE APPROXIMATE ONLY. ACTUAL LOCATION AND SIZE, TOGETHER WITH THE PRESENCE OF ANY / o ADDITIONAL UTILITY LINES AND STRUCTURES NOT SHOWN ON THIS PLAN, SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR DURING ONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OW THE IMMEDIATELY UPON IONCSHOWN OF ANY DISCREPANCIES BETWEEN IXISTNG CONOITONS U IN THE FIELD AND INFORMATION SHOWN ON THESE PLANS tO INV(N) 43390 IN e" INV NE):436 27 IN 6' IN .c.SW): 433.80 OUT 6 GRAPHIC SCALE T TIx Tree T L I 5. THRUST BLOCKS SHALL BE INSTALLED AT ALL BENDS AND TEES ON WATER MAINS k FIRE SERVICE LINES CONTRACTOR MAY USE RESTRAIN JOINTS INSTEAD OF THRUST BLOCKS AT ALL BENDS PND LEES. CONTRACTOR SXALL BE RESPONSIBLE TO CALCULATE TIE RESTRAIN JOINT LENGTH. L1.1 fi E)2STNGC UNDERGROUNDO UTLITE N,D INCLUDING TTIOSE EMARKEDS UNKNOWNUSIARE NBASEDS ON L1.1 SURVEY OMPLETEO BY lHERS A PROVIDED O BKF NG NEEA FOR INC ON PLAN HI ) EXISTING PIPE LINES MAY HAVE CATHODIC PROTECTION. CONTRACTOR SHALL ENSURE THAT ALL LLI CONNECTORS TO EXISTING PIPE LINES ARE ELECTRICALLY COMMON WITH THE PIPE LINE Z B. CONTRACTOR SHALL FIELD VERIFY LOCATOR AND ELEVATOR OF ALL EXISTNG UTILITIES PRIOR J TO THE START OF CONSTRUCTOR. = 9. LENGTH OF PIPES ARE HORIZONTAL DISTANCES FROM CENTER TO CENTER OF S1RUCTURES. V ROUNDED TO THE NEAREST FOOT AND ARE SHOWN FOR ENGINEERING CALCULATORS ONLY. CONTRACTOR SHALL ESTIMATE THEIR OWN PPE LENGTHS PRIOR TO BIDDING 2 10. FIRE SERVICE SIZE IS SHOWN FOR REFERENCE ONLY. FIRE SERVICE SIZE SHALL BE CONFIRMED BY A LICENSED FIRE PROTECTION ENGINEER OR DESIGN -BUILD CONTRACTOR IN CONJUNCTION WITH THE FIRE SPRINKLER SYSTEM DESIGN AND CALCULATIONS CONTRACTOR IS CAUTIONED NOT TO ORDER ANY MATERIALS RELATED TO THE FIRE SERVICE UNTIL SAID SIZING IS CONFIRMED. IF REQUIRED BY THE AUTHORITY HAVING JURISDICTION (AHJ). SHOP DRAWINGS OF THE FIRE SERVICE SHALL BE SUBMITTED TO THE AHJ BY THE INSTALLING CONTRACTOR SHOP DRAWINGS OF THE FIRE SERVICE ARE NOT REQUIRED TO BE SUBMITTED TO THE CIVIL ENGINEER OF RECORD. 11. TRASH CAPTURE DEVICES SHALL BE USED ON ALL DRAIN INLETS. 12 ALL PUBUC AND PRIVATE STO VATESTORM DRAIN INLETS SHALL BE MARKED WITH THE WORDS NO DUMPING DRAINS TO ' 13. THE EXISTING SANITARY SEWER MAIN IS APPROXIMATELY 20 FEET BELOW EXISTING GRADE TO THE NORTH OF THE PROPOSED STORM DRAIN CROSSING. THE INVERT ELEVATION AT THE MANHOLEDOWNSTREAM PROPOSED CROSSING IS UNKNOWN AND A LONGERMEASUREMENT ROD IS REQUIREDTOSDRAIN DETERMINE THEDEPTH. IT 15 UNLIKELY THAT THE PROPOSED STORM DRAIN LINE WILL BE IN CONFLICT WITH EXISTING SEWER MAIN. UTILITY KEYNOTES E 6" FIRE WATER BUILDING POINT OF CONNECTION SEE PLUMBING DRAWINGS FOR CONTINUATION E 4" DOMESTIC WATER BUILDING POINT OF CONNECTION SEE PLUMBING DRAWINGS FOR CONTINUATION E 4" SANITARY SEWER BUILDING POINT OF CONNECTION. SEE PLUMBING DRAWNGS FOR CONTINUATOR E CONNECT TO EXISTING WATER MAIN PER DUBLIN SAN RAMON SERVICES DISTRICT STANDARDS E CONNECT TO EXISTNG SEWER MAN PER DUBLIN SAN RAMON SERVICES DISTRICT DETAIL DETAIL S-9 E GREASE AND SAND TRAP PER DUBLIN SAN RAMON SERVICES DISTRICT DETAIL DETAIL S-12A �Z IRRIGATOR POINT OF CONNECTOR. SEE IRRIGATOR DRAWINGS FOR CONTINUATOR E CONNECT TO RAN WATER LEADER/DOWNSPOUT SEE PLUMBING/ARCHITECTURAL DRAWNGS SEAL SUES: PROJECT NUMBER 2104 DRAWN AR CHECKED: KW DATE 04/22/2022 SCALE AS SHOWN TELE SITE UTILITY PLAN DRAWING NO C4.00 PVC SDP 35 • SD — SD Z 2E Z U�_ U 0 Q CD U UJ LU W Z J F- `'.:WTh INV(S):444.12 OUT e PR SOMN-7 RIM 447.72 INV(E) 448.T8 IN 12" INV(SW) 443.68 OUT 12 sH.1D1 ./J !12•X12.1 INV(S)1447 00 OUT s PVC 35 50 _ INV(N) 4ri INV(SW):446 6BNOUT 12' 0 GRAPHIC SCALE T T T IN We PR 22,2.1H-9 INV(SW) 450.88 OUT 1 LEGEND AND SYMBOLS — SD — PR STORM DRAIN LINE. SEE DETAIL %/CX.X — — — PR PERFORATED PIPE, SEE DETAIL X/C%X — SS — PR SANITARY SEWER LINE, SEE DETAIL %/CX.X — Px — PR FIRE WATER LINE, SEE DETAIL X/CX X — W — PR DOMESTIC WATER LINE. SEE DETAIL X/CX.% SOD, ® PR STORM DRAIN DROP INLET, SEE DETAIL X/C%.X MAD 0 PR AREA DRAIN, SEE DETAIL X/CX.X SEMK® PR STORM DRAIN MANHOLE. SEE DETAIL X/CX.X SDCO • PR STORM DRAIN CLEANOLIT, SEE DETAIL VOX SSCO • PR STORM DRAIN CLEANOUT, SEE DETAIL X/C% % SSMH212 PR SANITARY SEWER MANHOLE. SEE DETAIL X/CX.X SRN PR BACKWATER VALVE. SEE DETAIL X/C%.X W® PR GATE VALVE, SEE DETAIL %/CX.X VIM PR WATER METER, SEE DETAIL X/CX.X LF STA ® PR RPPA BACKFLOW PREVENTER, SEE DETAIL X/CX.% PVC SOR 95 OCDA IS® PR DCDA BACKFLOW PREVENTER, SEE DETAIL X/CX % NC{ PR FIRE DEPARTMENT CONNECTOR. SEE DETAIL X/CX.X MIA PR POST INDICATOR VALVE, SEE DETAIL X/C%.X iX..N PR FIRE HYDRANT, SEE DETAIL X/C%.X G OBE [XI ul U a 0) E 2 RIM ELEVATIONS FOR EXISTING UTILITY STRUCTURES SHALL BE RAISED TO PROPOSED SURFACE O p ELEVATIONS. EXISTING STRUCTURES LOCATED WITHIN PROPOSED VEHICULAR ROADWAY, AN H-20 TRAFFIC -RATED TOP SHALL BE USED TO REPLACE THE EXISTING TOP OF THE ADJUSTED STRUCTURE. ALL STRUCTURES WITHIN THE PEDESTRIAN PATHWAY SHALL MEET ADA Q P REQUIREMENTS. STRUCTURES WITH GRATES SHALL HAVE OPENINGS 1/2' MAXIMUM WDE AND d f Q ELONGATED IN THE DIRECTION PERPENDICULAR TO THE DIRECTION OF DOMINANT PEDESTRIAN N y U TRAVEL ▪ 3. PROTECT ALL EXISTING UTILITIES AND SITE FEATURES FROM BUNG DAMAGED, UNLESS OTHERWISE NOTED ALL UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING a CONSTRUCTION SHALL BE COMPLETELY RESTORED AT NO ADDITIONAL COST TO THE OWNER AND TO THE SATISFACTION OF THE ENGINEER. UTILITY NOTES 1 PROPOSED SITE PLAN HAS BEEN SCREENED FOR CLARITY 4. THE EXISTING UTILITY LINES AND STRUCTURES SHOWN ON THESE PLANS ARE DERIVED FROM RECORD DATA, UNDERGROUND UTILITY SURVEY AND/OR SURFACE OBSERVATION AND ARE APPROXIMATE ONLY. ACTUAL LOCATION AND SIZE. TOGETHER WITH THE PRESENCE OF ANY ADDITIONAL UTILITY LINES AND STRUCTURES NOT SHOWN ON THIS PLAN. SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR DURING CONSTRUCTOR. CONTRACTOR SHALLNOTFYTHE OWNER IMMEDIATELY CSHOWN ON THESE DISCREPANCIES BETWEEN EXISTING CONDIT GINS IN THE FIELD ANDINFORMATONPLANS. S THRUST BLOCKS SHALL BE INSTALLED AT ALL BENDS AND TEES ON WATER MAINS & FlRE SERVICE LINES CONTRACTOR MAY USE RESTRAIN JOINTS INSTEAD OF THRUST BLOCKS AT ALL BENDS AND TEES. CONTRACTOR SHALL BE RESPONSIBLE TO CALCULATE THE RESTRAIN JOINT LENGTH. O. EXISTING UNDERGROUND UTUTIES, INCLUDING THOSE MARKED UNKNOWN, ARE BASED ON SURVEY COMPLETED BY OTHERS AND PROVIDED TO BKF ENGINEERS FOR INCLUSION IN PLANS. EXISTING PIPE LINES MAY HAVE CATHODIC PROTECTION. CONTRACTOR SHALL ENSURE ALL CONNECTIONS TO INSTNG PIPE LINES ARE ELECTRICALLYWIT H THTHE PIPELINE. 8. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATOR OF ALL EXISTING UTUTES PRIOR TO THE START OF CONSTRUCTION. 9. LENGTH OF PIPES ARE HORIZONTAL DISTANCES FROM CENTER TO CENTER OF STRUCTURES, ROUNDED TO THE NEAR6T FOOT AND ARE SHOWN FOR ENGINEERING CALCULATIONS ONLY. CONTRACTOR SHALL ESTIMATE THEIR OWN PIPE LENGTHSPRIOR TOBIDDING. 10 FlRE SERVICE SIZE IS SHOWN FOR REFERENCE ONLY FIRE SERVICE SIZE SHALL BE CONFIRMED BY A LICENSED FIRE PROTECTION ENGINEER OR DESIGN -BUILD CONTRACTOR IN CONJUNCTION WITH THE FlRE SPRINKLER SYSTEM DESIGN AND CALCULATIONS CONTRACTOR IS CAUTIONED NOT TO ORDER ANY MATERIALS RELATED TO THE FlRE SERVICE UNTIL SAID SIZING IS CONFIRMED. IF REQUIRED BY THE AUTHORITY HAVING JURISDICTION 9TN)I SHT H OP N OP DRAWINGS OF THE FIRE SERVICE BINSTALLING LL THE FIRE SERVICE ARE NOT REQUIRED BESUBMITTED TOTHE CIVLENGINEER GS OFOF RECORD. 11. TRASH CAPTURE DEVICES SHALL BE USED ON ALL DRAIN INLETS. 12. ALL PUBLIC AND PRIVATE STORM DRAIN INLETS SHALL BE MARKED WITH THE WORDS 'NO DUMPING DRAINS TO CREEK". 13 THE EXISTING SANITARY SEWER MAIN IS APPROXIMATELY 20 FEET BELOW EXISTING GRADE TO THE NORTH OF THE PROPOSED STORM DRAIN CROSSING. THE INVERT ELEVATION AT THE DOWNSTREAM MANHOLE TO THE SOUTH OF THE PROPOSED STORM DRAIN CROSSING IS UNKNOWN AND A LONGER MEASUREMENT ROD IS REQUIRED TO DETERMINE THE DEPTH IT IS UNLIKELY THAT THE PROPOSED STORM DRAIN LINE WILL BE IN CONFUCT 2211.1 EXISTING SEWER MAIN UTILITY KEYNOTES e FIRE WATER BUILDING POINT OF CONNECTION SEE PLUMBING DRAWINGS FOR CONTINUATION E 4" DOMESTIC WATER BUILDING POINT OF CONNECTION. SEE PLUMBING DRAWINGS FOR CONTINUATION E 4" SANITARY SEWER BUILDING POINT OF CONNECTION. SEE PLUMBING DRAWINGS FOR CONTINUATION ® CONNECT TO EXISTING WATER MAIN PER DUBLIN SAN RAMON SERVICES DISTRICT STANDARDS E CONNECT TO EXISTING SEWER MAIN PER DUBLIN SAN RAMON SERVICES DISTRICT DETAIL DETAIL S-9 © GREASE AND SAND TRAP PER DUBLIN SAN RAMON SERVICES DISTRICT DETAIL DETAIL S-12A ❑Z IRRIGATOR POINT OF CONNECTOR. SEE IRRIGATOR DRAWINGS FOR CONTINUATION O CONNECT TO RAIN WATER LEADER/DOWNSPOUT SEE PLUMBING/ARCHITECTURAL DRAWINGS SEAL SUES: PROJECT NUMBER 2104 DRAWN AR CHECKED: KW DATE. 04/22/2022 SCALE AS SHOWN TIRE SITE UTILITY PLAN DRAWING NO C4.01 4 . Ta ksy�,� 1RQLTNO AREA MA/IMP 15 — DMA 6 0 MP m2 —� A=1.120 SF MP 4 ASF L DMA 9 I� AreEASF IMP 8 bMA 1 DMA 8 1 Po o 7IN DMA 10 IMP AREAIf AREA=205 5F IMP 5 IMP 118 REA=1so sF ARE,44 SF DMA 18 DMA 5 IMP 9 AREA=55 SF III \�J SELF�AT1= �—= DMA WIMP 16 )41SD — SD — SD — SO ■ Q / 7-1 - 0 Io LL I" LLI 1 W IW T� W Z IU Ia LEGEND PROPERTY LINE/RIGHT OF WAY DEDICATION — — TASSAJARA CREEK FLOWLNE TOP OF CREEK BANK 5TBACK FROM TOP OF CREEK BANK ASPHALT CONCRETE PAVEMENT SEC,. 4° AC OVER 11° CLASS II AB 11-8 R—VALUE=10 PEDESTRIAN CONCRETE PAVEMENT SECTION 4° PCC OVER CLASS II AB �REBARC SPACED 18° O.0 EACH WAY. FOR FULL DEPTH ASPHALT PLUG DETECTABLE WARNING SURFACE (TRUNCATED DOMES) STORMWATER TREATMENT MEASURE HYDRAULIC SUING CRITERIA FOR STORM W ATER TREATMENT MEASURES _ REQUIRED DED v AREAISN AREA(SU AR404 01 AREA ET.r ME5 (5O q pMWNT jSU 3950 395 490, 1% 205 27631 3332. Z '1 34 2T965 1119 1120 3661 2712 0 1.95 SELF -TREATING AREA 0 742 SELF -TREATING AREA 0 2075 SELF -TREATING AREA tzt U- EEAn NG AREA 834 1212 955 38 44 Simng Criteria The bmreiemon areas 0 sized 02 . accordanceofRMmth the flow based sizing criteria included in the MRP method (also 'mown as the 4 perxnt method( is d to usesize sion Ca.d. e000 u each storrnwner treatment measure The mews 6 based on a runoff inflow of 0.2 inchesan infiltration rate through the lootreatnent soil of 5 inches per hour (02 inM divided by Suth iMrM --o OM GRAPHIC SCALE Y P P W) QLS Performing Arts Center SEAL SUES: PROJECT NUMBER 2104 DRAWN AR CHECKED: KW DATE, 04/22/2022 SCALE AS SHOWN SIRE STORMWATER CONTROL PLAN PAWING NO C5.00 LEGEND PROPERTY LINE/RIGHT OF WAY DEDICATON TASSAJARA CREEK FLOWLINE TOP OF CREEK BANK 20. SETBACK FROM TOP OF CREEK K ASPHALT CONCRETE PAVEMENT SECTON 4° AC OVER II° CLASS II AB T=6, R—VAWE=10 [everts .........°..°°.E PEDESTRIAN CONCRETE PAVEMENT SECTOR 4° PCC OVER 4° CLASS II AB g4 REBAR, SPACED 18° O.0 EACH WAY. SU] FOR COLOR AND FINISH FULL DEPTH ASPHALT PLUG DETECTABLE WARNING SURFACE (TRUNCATED DOMES) STORMWATER TREATMENT MEASURE HYDRAULIC SIZING CRITERIA FOR STONMWATE0.10.FATMENT MEASURES PERVIOUS EFFECFNE DMA IMPERPOUS PERVIOUS RFIINIUM TREDu�REDT PROVIDED 0R4 OtIMPERVIOUS IMP AREA PFI AREA ISO A AREA RFl AREA ISFlT 15 Da Song CrRerm The boretentron areas ere sped pr. accordance Anth the flow based sang cnterm included pn rnauM method (also Mown as Pe percent mmwe) is used to sae each stormwater treatment measure The rnetIod is based on a runoff inflow of 0 2. inches per holy, A* an Infiltration rate through.Imtremnent soil of nulls per hour 102 irvhr mMJea 1/vslmnr=0061 GRAPHIC SCALE P P 0 QLS Performing Arts Center SEAL SUES: PROJECT NUMBER 2104 DRAWN AR CHECKED: KW DATE. 04/22/2022 SCALE AS SHOWN TELE STORMWATER w CONTROL PLAN DRAWING NO C5.01 j� NC ETE RAMP. S.C.D. 2" IRRIGATION 'TER METER AND BACKFLOW PK NTION DEVICE, S.C. . STATIC PRESS .E TO BE PROVIDED B DSRSD, IRRIGA ON DESIGNED FOR 55 "SI CONCRETA PAVING. COLOR -NIS PEWT FINISH MECIUM BR• Ea �rt•_ CONCRETE RAI Olhk •I y \. II CONCRETE STAI':7 ea 0 I��I, i I,�Jre j ASPRNiPAVING CONCRET CONCRETE PAVING. COLOR DAVIS PEWTER, FINISH MEDIUM BROOM 0 10 20 40 SCALE 1" 2 20-0' ASPHALT PAVI S.C.D. WELO NOTES PER 492.7: IRRIGATION DESIGN 1 THE DESIGN OF THE IRRIGATION SYSTEM CONFORMS TO THE HYDROZONES OF THE LANDSCAPE PLAN 2 THE SYSTEM IS DESIGNED TO REDUCE WATER USE TO THE MINIM AMOUNT TO SUSTAIN HEALTHY PLANT GROWTH AND TO PREVENT RUNOFF, LOW HEAD DRAINAGE AND OVERSPRAY. BACKFLOW PROTECTION IS INSTALLED AT THE POINT OF CONNECTION A SEPARATE DEDICATED WATER METER IS PROVIDED. A SMART CONTROLLER WITH NON-VOLATILE MEMORY AND UTILIZING EVAPOTRANSPIRATION DATA FOR SCHEDULING IS INSTALLED, WEATHER SENSORS ARE PROVIDED. 6 STATIC WATER PRESSURE AT THE POINT OF CONNECTION IS PROVIDED. 7 PRESSURE REGULATION IS PROVIDED 8 A MASTER SHUTOFF VALVE IS INSTALLED. 9. A FLOW SENSOR IS INSTALLED. 10. MANUAL SHUT-OFF VALVES ARE PROVIDED AT THE POINT OF CONNECTION, BEFORE EACH VALVE ASSEMBLY 11. SEPARATE VALVES ARE USED TO IRRIGATION EACH HYDROZONE IRRIGATION LEGEND: SUPERIOR 3100 SERIES MASTER CONTROL VALVE - NORMALLY OPEN AND RAINMASTER FS200P 2" FLOW SENSOR WITH TW-0-1 DECODER. CONNECT FLOW SENSOR TO CONTROLLER WTrH EV-CABSEN IN 1" CONDUIT WITH PULL BOXES EVERY 200' MAX. NO SPLICES ALLOWED ▪ CONTROLLER HUNTER IC-4800•PNO WIRE-PED-SS-DUAL-48MSOLARSYNC - FLOW SYNC • REMOTE CONTROL VALVE-GRISWOLD 2000 SERIES H GATE VALVE SIZE SAME AS LINE SIZE, MFR AQUA, IPS BRASS, WHEN INSTALLED IN PAVING, USE TRAFFIC RATED 8 SLIP RESISTANT BOX/LID • HUNTER HQ 44L, RUBBER GAP, PROVIDE (1) KEY AND HOSE SWIVEL PER (5) INSTALLED VALVES, QUICK COUPLING VALVE IRR — XM MAIN LINE 2-1/2" SCHEDULE 40 PVC WITH SCHEDULE 40 SOLVENT -WELD FITTINGS ALL MAIN LINE 2-1/2" UNLESS NOTED ON PLAN. EXISTING MAIN LINE, VERIFY LOCATION WITH OWNER REP LATERAL LINE SCHEDULE 40 PVC WITH SCHEDULE 40 SOLVENT -WELD FITTINGS SEE PIPE SIZING CHART IRRIGATION WATER LINE, SEE SHEET C4.00 FOR PIPE SIZE AND TYPE 2" WATER METER, SEE SHEET C4 00 2" RPPA BACKFLOW PREVENTER, SEE SHEET C4.00 IRRIGATION SLEEVE CLASS 315 G — SLEEVE SIZE �J SGPMTATION NUMBER r� VALVE SIZE IRRIGATION NOTES TORO FB5OPC BUBBLER IN TUBE TWO PER TREE AREA IRRIGATED BY TORO FB25PC BUBBLERS ONE BUBBLER PER SHRUB AREA IRRIGATED BY SPRAY HEADS 1. CONTACT OWNER REPRESENTATIVE TO COORDINATE ALL REVIEWS PRIOR TO COMMENCING WORK. 2 DUE TO THE SCALE OF THE DRAWINGS IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC. INVESTIGATE THE FINISHED CONDITIONS AFFECTING ALL OF IRRIGATION WORK AND PLAN THE WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC,. AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. INSTALL WORK IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEM, PLANTING, AND ARCHITECTURAL FEATURES. 3 EXERCISE EXTREME CARE IN EXCAVATION AND WORKING NEAR EXISTING UTILITIES AND PLANT MATERIAL. VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES. REPAIR ANY DAMAGE TO EXISTING UTILITIES OR ADJACENT PROPERTIES CAUSED BY OR DURING THE PERFORMANCE OF WORK AT NO ADDITIONAL COST TO THE OWNER. FIELD ADJUST SPRINKLER LOCATIONS SO AS TO AVOID CONFLICTS WITH UTILITIES. 4. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT WIND CONDITIONS, OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA'S DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING BRING SUCH OBSTRUCTIONS OR DIFFERENCES TO THE ATTENTION OF THE DISTRICT INSPECTOR. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY AND COSTS FOR ALL NECESSARY REVISIONS. 5. THE SPRINKLER SYSTEM IS DESIGN IS BASED UPON 55 PSI THE MINIMUM WORKING WATER PRESSURE AT 50 GPM THE MAXIMUM GALLONS PER MINUTE. VERIFY THE MINIMUM WORKING WATER PRESSURE AT THE MAXIMUM GALLONS PER MINUTE PRIOR TO BEGINNING CONSTRUCTION REPORT ANY DIFFERENCE BETWEEN THE MINIMUM WORKING WATER PRESSURE AND THE ACTUAL WORKING WATER PRESSURE AT THE MAXIMUM GALLONS PER MINUTE READING TAKEN AT THE IRRIGATION POINT OF CONNECTION, TO DISTRICT INSPECTOR, FOR APPROVAL TO PROCEED WITH THE IRRIGATION INSTALLATION. 6. FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, WALLS, WINDOWS AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC AND RADIUS TO FIT THE EXISTING SITE CONDITIONS. HOLD IRRIGATION HEADS 24" AWAY FROM FACE OF BUILDING. 7. PLACE VALVE BOXES 12" FROM AND PARALLEL TO STRUCTURES. SPACE GROUPED VALVES EQUALLY. ONE VALVE PER BOX. INSTALL IN SHRUB AREAS EXCLUSIVELY. 8 INSTALL INTEGRAL OR IN -LINE CHECK VALVE TO ALL HEADS IN SLOPED AREAS TO PREVENT LOW HEAD DRAINAGE, VALCON, KINGS BROTHERS OR EQUAL INSTALLED IN RISER. 9 CONTRACTOR IS RESPONSIBLE FOR COMPLETE COVERAGE. MOVE OR ADD HEADS TO INSURE COVERAGE. WHEN ADDING HEADS, VERIFY HYDRAULIC REQUIREMENTS. 10. WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES, CONTACT THE DISTRICT FOR APPROVAL TO BEGIN WORK. DO NOT TRENCH WITHIN THE DRIP LINE OF TREES UNLESS APPROVED BY DISTRICT INSPECTOR. USE ALL POSSIBLE CARE TO AVOID INJURY TO TREES, AND TREE ROOTS HAND DIG TRENCHES WHERE TWO INCH AND LARGER ROOTS OCCUR CLOSE TRENCHES ADJACENT TO TREE WITHIN TWENTY-FOUR HOURS AND WHEN THIS IS NOT POSSIBLE, KEEP THE SIDE OF THE TRENCH SHADED WITH BURLAP OR CANVASS. 11. WHERE POSSIBLE ELECTRICAL AND IRRIGATION LINES SHALL SHARE JOINT TRENCH. ALL UTILITIES TO HAVE MINIMUM SEPARATION BASED ON ALL APPLICABLE CODES. 12. IRRIGATION DESIGN COMPLIES WITH MWELO REQUIREMENTS. SEAL ISSUES Q 5/13/2022 ® 8/4/2022 ® 3/27/2023 PROJECT NUMBER 2104 DRAWN MW CHECKED CF DATE 12/10/2021 SCALE PILE IRRIGATION PLAN DRAWING NO L1.1 ASPHA TPAVING. C.D. Bete ntere E e31� Planting copton !Regular Landscape 2 low water use 3 low water use 4 low water use 5 low watar um 6 low water use 7 low water use 8 low watea use 9 low water use 10 low water use 11 low water use 12 low water use 13 low water use 14 low water use 15 low water use 16 low water use 17 low water use 181ow water use 191ow water use 20 low water use 211ou 22 low water use 23 low water use 24. low water use 2.5low water use 261ow water use 27 low water use 281ow water use 29 low water use 30 low water use 311ow water use 321ow water use Special Landscape Area None 0.3 0.4 OA 0.3 0.2 0.2 0.2 0.2 0.2 0,2 0.3 0.3 0.2 0.2 OA OA 0.3 0.3 0.2 0.2 02 0.2 OA OA 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 r, iEnY1yN,9= Water Efficient landscape Worksheet byre; 23V1n S Lentl 7 AF a Area e Efiicienq(IE1` IPF/1E1 Area(eq. ft.) Water Use (SOWS). ePraY alaray saray ions MOW clop Mrav spraaoy zrpTjy soray dr� spray alma sassy MIP dnp aorav spray sCp 0.75 0.75 0.75 0.75 0.75 0.75 0.81 0.75 0.75 0.>5 0.81 0.81 0.75 0.75 0.81 0.75 0.75 0.81 0.81 0.81 0.75 0.81 0,5 0.75 0.,5 0.81 0.81 0.75 0.75 0.75 0.81 0.81 0,10 0.53 0.53 0.40 0.27 0.27 0.25 0.27 0.27 0.27 0.37 0.37 0.27 0.27 0.53 OAO 0.37 0.25 0.25 0.22 0.25 0.53 0.53 0.27 0.25 0.25 0.22 0.27 0.27 0.25 0.25 Totals Totals 450 2100 400 1000 900 750 300 900 1800 1500 1500 1000 700 SOO 1300 900 500 500 500 650 1200 400 200 1100 300 900 SOO 500 1300 900 500 27.750 180 1.120 213 400 240 200 240 480 400 556 370 187 213 642 480 200 185 123 160 453 107 587 222 173 133 213 347 222 123 9A24 Ma !mum Allowed Water Allowance (MAMA)`! 5,156 32,081 6.111 1L458 6825 13.749 ,158 15,13 10.609 18.389 13.749 5r4 2825 6,365 4,51 y3819 6,111 6,365 3.536 269,40 357,692 BACKFLOW PREVENTER UNION BALL VALVE BRASS NIPPLE LENGTH AS REQUIRED (TYP.) FINISH GRADE SLEEVE 6" CONCRETE PAD SCHEDULE 80 TOE NIPPLE MIN 12" LONG BACKFLOW PREVENTER NOT TO SCALE WATER SERVICE INLET PIPING. POURED CONCRETE BASE. 6" MIN THICKNESS. EXTEND 4"BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE. INSTALL SLEEVE OR PIPING THROUGH BASE. (INSIDE 1" LARGER DIA. THAN PIPE) LEMEUR BACKFLOW COVER - GREEN EXPANDED METAL OR APPROVED EQUAL. SEE SPEC.S BACKFLOW PREVENTER WATER SERVICE OUTLET PIPING. PVC IRRIGATION MAIN LINE SCHEDULE 80 COUPLING *ado 11=11 WATER SERVICE INLET PIPING. NOTE PROVIDE FREEZE PROTECTION MADE OF WATER RESISTANT CANVAS, FILLED WITH R-19 FIBERGLASS INSULATION. SIZE TO FIT DEVICE. SIDE VIEW LOCKABLE MECHANISM FINISH GRADE WATER SERVICE OUTLET PIPING. BACKFLOW PREVENTER ENCLOSURE NOT TO SCALE - MASTER VALVE (NORMALLY OPEN) 10 x PIPE DIA (MINIMUM) 6" PEA GRAVEL 12" SCHEDULE 80 NIPPLE (TOE) VALVE BOX IRRIGATION MAIN LINE - FLOW METER IN SCHEDULE 80 PVC TEE SIZE PER MANUFACTURER'S RECOMMENDATION 5x PIPE DIA SCHEDULE 80 PVC NIPPLE (TOE) UNION REDUCER FITTING (IF REQUIRED) NOTE CONNECT MASTER VALVE AND FLOW METER TO CONTROLLER PER MANUFACTURER'S RECOMMENDATIONS IN 1" PVC CONDUIT. SCHEDULE 80 PVC NIPPLE (TOE) REDUCER FITTING (IF REQUIRED) BRICKS AT CORNERS MASTER VALVE AND FLOW METER C NOT TO SCALE 4RCHITECTS INC. SEAL ISSUES Qi 5/13/2022 8 8/4/2022 8 3/27/2023 PROJECT NUMBER 2104 DRAWN MW CHECKED CF SATE 12/10/2021 SCALE TLE IRRIGATION DETAILS DRAWING NO L1.2 COMPACTED NATIVE BACKFILL (85 %) 2' DECTECTOR TAPE (LINEGUARD OR APPROVED EQUAL) IRRIGATION CONTROL WIRING IRRIGATION SUPPLY LINE SAND ENVELOPE IRRIGATION SUPPLY LINE AND WIRING LATERAL COMPACTED NATIVE BACKFILL (85%) IRRIGATION LATERAL LINE NOTES 1. BUNDLE AND TAPE WIRE EVERY TEN FEET. LEAVE SLACK AT ALL CHANGES OF DIRECTION. 2. LATERAL LINES IN SEPARATE TRENCH FROM MAIN LINE AND WIRES 3. PARALLEL LINES MINIMUM 6" APART. 4. TRENCH WIDTH TO ALLOW PROPER SNAKING OF PIPES. 5. INSTALL MIN. 2' SAND BEDDING BENEATH AND MIN. 6' SAND BACKFILL OVER IRRIGATION MAIN LINES. TRENCHING NOT TO SCALE FINISH GRADE TURF AREAS I r FINISH GRADE GROUND COVER AREAS CLEAN PEA GRAVEL MIN. 3" DEEP QUICK COUPLING VALVE 12" REBAR STABILIZING ROD 24" LONG 1" SWING JOINT DURA 1-A2-1-11-18 WITH DURA QUICK LOCK SCHEDULE 40 PVC TEE IRRIGATION MAIN LINE OQUICK COUPLING VALVE NOT TO SCALE CURB OR PAVING EDGE 8" CONTROLLER SEE LEGEND AND SPECS ENCLOSURE INSTALL PER MANUFACTURER RECOMMENDATIONS CONTROLLER SUB -ASSEMBLY (CSA) INCLUDES GFI AND TERMINAL STRIPS WITH PLACECARDS 2-1/Z CONTROL WIRE NMC WITH LONG SWEEP ELL -120-VOLT SERVICE IN CONDUIT GROUND WIRE rFINISH GRADE 5/8" DIA. x 3'4T' COPPER -CLAD GROUND ROD WITH GROUND CLAMP CONTROLLER - WALL MOUNT SCALE NOT TO SCALE SCHEDULE 80 PVC UNION SCHEDULE 80 MALE ADAPTER FINISH GRADE LATERA PVC BALL VALVE COIL WIRE FOR EXPANSION Y-STRAINER WITH 150 MESH )6 COMMON BRICK (ONE AT EACH CORNER) CONTROL WIRE VALVE BOX KBI WSU PVC BALL VALVE WITH INTEGRAL UNION ELECTRIC VALVE CLEAN PEA GRAVEL TO SUPPORT ASSEMBLY MIN. 3" DEPTH SCHEDULE 80 PVC NIPPLE (LENGTH AS REQUIRED) MAIN LINE SCHEDULE 80 TEE NOTES 1 BUNDLE AND TAPE WIRE EVERY 10 FEET 2. PROVIDE 24" EXPANSION LOOP AT EACH WIRE CONNECTION 3 ELBOWS-SCH 80 PVC NIPPLES -THREADED SCH 80 PVC 4. WIRE SPLICE KIT ( PEN -TIT, 3M #DBY OR APPROVED EQUAL) 5 VALVE BOX (CARSON #1419-12B OR APPROVED EQUAL) SIZE VALVE BOX TO ALLOW FOR EASE OF REPAIR AND/OR REMOVAL OF VALVE AND YSTAINER 6. PROVIDE ONE EXTRA CONTROL WIRE TO EACH VALVE REMOTE CONTROL VALVE — BUBBLER 4 NOT TO SCALE SCHEDULE 80 MALE ADAPTER COIL WIRE FOR EXPANSION FINISH GRADE 1 - SCHEDULE 80 PVC UNION LATERAL )4 COMMON BRICK (ONE AT EACH CORNER) CONTROL WIRE NOTES 1 BUNDLE AND TAPE WIRE EVERY 10 FEET 2. PROVIDE 24" EXPANSION LOOP AT EACH WIRE CONNECTION 3 ELBOWS-SCH 80 PVC NIPPLES -THREADED SCH 80 PVC 4. WIRE SPLICE KIT ( PEN -TIT, 3M #DBV OR APPROVED EQUAL) 5 VALVE BOX (CARSON #1418-12B OR APPROVED EQUAL) 6 PROVIDE ONE EXTRA CONTROL WIRE TO EACH VALVE VALVE BOX KBI WSU PVC BALL VALVE WITH INTEGRAL UNION ELECTRIC VALVE CLEAN PEA GRAVEL TO SUPPORT ASSEMBLY MIN. 3" DEPTH SCHEDULE 80 PVC NIPPLE (LENGTH AS REQUIRED) MAIN LINE SCHEDULE 80 TEE CREMOTE CONTROL VALVE — SPRAY 5 NOT TO SCALE ©GNOT TO SCALE VALVE ROUND CONCRETE CHRISTY VALVE BOX WITH BOLT DOWN LID. TOP DIMENSION 10" FINISH GRADE. 8" DIA. PVC CLASS 160 PIPE (LENGTH AS REQUIRED.) BRICK - 2 TOTAL GATE VALVE, SEE SPEC.S 8"DIA PVC CLASS160 PIPE (NOTCH TO FIT OVER MAIN LINE.) FLANGED FITTING PVC MALE ADAPTER PVC MAIN LINE DRAIN ROCK 12" MIN DEPTH THRUST BLOCK j BLACKCAP BUBBLER (2) SEE LANDSCAPE DETAILS SCHEDULE 80 RISER SEE TRENCHING DETAIL LATERAL LINES FLEXIBLE PVC 3" x 3'41" PERFORATED PIPE FILLED WITH PEA GRAVEL 3" x BOTTOM OF PLANTING PIT PERFORATED PIPE FILLED WITH PEA GRAVEL TREE BUBBLER IN TUBE NOT TO SCALE FLEX PVC PIPE/RISER - SECURE WITH STAPLE BUBBLER HEAD (INSTALL WITHIN PLANT BASIN) FINISH GRADE 'KING BROS' CV SERIES CHECK VALVE AS REQUIRED FOR DRAINAGE PREVENTION. FLEX PVC PIPE SCH 80 PVC ELBOW- LINE SIZE 2" LONG SCH 80 PVC NIPPLE LATERAL LINE NOTES 1. CONSTRUCT WATERING BASIN PER PLANT SHRUB BUBBLER 2 NOT TO SCALE SHRUB POP-UP HEAD FINISH GRADE DURA SWING JOINT W/ SINGLE -O. RING ELBOWS AND 16" LAY LENGTH DIAMETER TO MATCH SPRINKLER THREADS. LATERAL LINE POP—UP SPRAY HEAD NOT TO BKBC ARCHITECTS INC. SEAL ISSUES 5/13/2022 8/4/2022 3/27/2023 PROJECT NUMBER 2104 DRAWN MW CHECKED CF DATE 12/10/2021 SCALE ISLE IRRIGATION DETAILS DRAWING NO L1.3 Existing trees to remain, a25 L3.1 (3) Cupressus sempervirens Italian Cypress 15" dia. Tree Protection - Detail 1/L3.1 NCRETE RAMP. S SHRUB .• ENNIALB GRASS 'LANTING LANDSL�PE EENING OF UTILff'F! DM 72.030.A.27 ABELIA GRAN I-LORA WOOD MULCH A L PLANTING AREA, SHRUB P GRASSE RENNIAL & LANTING STORMWAT TREATME CONCRETE PAVI G G COLOR DAVIS PEWTER, FINISH MEDIUM BROOM STREETSCAPE PLAN PUBLIC ART MAINTf STORMWATER TREA AS HALT PAVING. S.C.D. Tragic visibility area roan notes planting to coh wRh ity requirements DMC .72.030A V CONCRETE PAVING. COLOR DAVIS PEWTER, FINISH MEDIUM BROOM 0 10 20 40 SCALE NG. S.C.D. PLANTING LEGEND STREET TREE PLANTING, QUERCUS AGRIFOLIA OTREE PLANTING, SEE TREE LIST alll��� �iC PLANTING NOTES SHRUB PLANTING AREA, SEE EVERGREEN SHRUB & FLOWERING PERENNIALS/GRASSES LIST STORMWATER TREATMENT AREA, SEE STORMWATER TREATMENT PLANT LIST STREETSCAPE SHRUB AREA, SEE STREETSCAPE PLANT LIST 3" LAYER OF WOOD MULCH 1. ALLWORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH PLANTING WORK AND UNDER THE SUPERVISION OF A QUALIFIED PLANTING FOREMAN SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION 2 PLANT MATERIAL LOCATIONS SHOWN ARE DIAGRAMMATIC AND MAY BE SUBJECT TO CHANGE IN THE FIELD BY THE OWNER BEFORE THE MAINTENANCE PERIOD BEGINS DUE TO UNFORESEEN CONFLICTS PLANT COUNT AND LEGEND IS FOR THE CONVENIENCE OF THE CONTRACTOR. IN THE CASE OF DISCREPANCIES, THE PLAN SHALL GOVERN. 4 PLANT MATERIAL LOCATIONS ARE TO BE ADJUSTED IN THE FIELD AS NECESSARY TO SCREEN UTILITIES BUT NOT TO BLOCK WINDOWS, PEDESTRIAN AND TRAFFIC SIGHT LINES, NOR IMPEDE ACCESS. 5. CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES AND BRING CONFLICTS WITH PLANT MATERIAL LOCATIONS TO THE ATTENTION OF THE CITY INSPECTOR FOR A DECISION BEFORE PROCEEDING WITH THE WORK. 6. ALL PLANTING LOCATED ADJACENT TO SIGNS SHALL BE FIELD ADJUSTED SO AS NOT TO INTERFERE WITH VISIBILITY OF THE SIGNS. ALL TREES SHALL BE STAKED AS SHOWN IN THE PLANTING AND STAKING DETAIL 8. AMEND SOIL AS PER SPECIFICATIONS AND/OR BASED UPON SOILS SAMPLE RESULTS SEE SPECIFICATIONS FOR SOIL TESTING REQUIREMENTS. 9. ALL PLANTING AREAS TO HAVE POSITIVE DRAINAGE. 10. INSTALL ROOT GUARD AT ALL TREES WITHIN 7' OF HARDSCAPE, SEE SPECIFICATIONS INSTALL PER MANUFACTURER SPECIFICATIONS. 11. ALL EXISTING AND NEW PLANTING AREAS TO RECEIVE 3' OF WOOD MULCH 12. PLANTING ESTABLISHMENT MAINTENANCE PERIOD SHALL BE 180 DAYS, SEE SPECIFICATION FOR ADDITIONAL INFORMATION. PLANT LIST TREES Botanical Name / Common Name Lagerstromia 1 'Natchez / Natchez Crape Mi(rtle - LI Pistacia chinenare Chinese Pistache - PC Prunus yedoensis Yoshino Flowenng Cherry - PY Pyrus c. 'Bradford' Bradford Pear -PB Querous agnfolia / Coast Live Oak -QA Container Size 36' Box 24" Box / 36" Box 24" Box / 36' Box 24" Box / 36' Box 36. Box Reference WUCOLS Spacing Quantity Water use Mature Size (H'xW) Low As Showfl 4 26x20' Moderate As Shown 24 Moderate As Shown 12 Low As Shown 1 DSMP Moderate AS Shown 14 SHRUBS Botanical Name / - - ' - - -- See Reference WUCOLS Spacing Quantey Common Name , Water use Abelia g. 'Edward Goucher'^ 5 Gallon ACCWP Moderate 5'-0" o.c. - Pink Abeha-AG Arctostaphylos 'Emerald Carper / 5 Gallon ACCWP Moderate 6-0" o.c 202 Carrprpt Manzanita -AE Bacphans p.'Twm Peaks' 5 Gallon BFPL Moderate 6-0" o.c - Druarf Coyote Brush - BP ACCWP Ceanothus Joyce Coulter 5 Gallon ACCWP Moderate 5-0" o.c - Jovce Coulter Ceanothus -CJ Loropetalum'Snow Panda'/ 15 Gallon BFPL Low Snow Panda Chinese Fnnge - LS PMosporum t. Wheeler's Dwarf 5 Gallon ACCWP Low 3'-0" o.c. 185 Wheeler's Dwarf Mock Orange - PT RhamnuscalrfornicaEve Case' 5 Gallon BFPL Low 4'-0" o.c. COReeberry - RC ACCWP Rhapiolepis indica 'Ballenna' 5 Gallon BFPL Low 3'-0" o.c 185 Ballenna Indian Hawthorne - RI Xylosma congestum 15 Gallon Low 5'-0" o.c 34 Shiny Xylosma - XC 35k30' 25x20' 35530 505‘40' Mature See (H'xW) 5x5 2x5 5'x5' 5'x5' 0x5 3'x3' 5x4' 41,3' 8'x5' FLOWERING PERENNIALS / GRASSES Botanical name I •See Reference WUCOLS Spacing Quantey Mature See Common name ),��.•,j�.♦a�• Water use ( ) H'xW Dietes bicolor 5 Gallon BFPL Low 2-0"o.c. 404 3'x3' Fortnight Lily -DB ACCWP IHelictotnchon sempervsens 5 Gallon Low 2,8" o.c. 135 2x2 Blue Oat Grass- HS Hesperaloe parvlffora 5 Gallon Low 3'-0" o.c 95 3'x3' Red Yucca - HP Lantana montevidensis 5 Gallon Low 4'-0" o c. 152 Purple Trailing Lantana - LM STREETSCAPE SHRUBS Botanical name/ See Reference WUCOLS Spacing Quanta), Common name Water use Abella g. 'Edward toucher 5 Gallon DSMP Moderate 4-0^ o c. 94 Glossy Abelia-AG ACCWP IAcacia redolens 5 Gallon DSMP Very Lovi 4'-0" o.c. 125 Desert Carpet -AR ICeanothusglonosus 5Gallon DSMP Low 4'-0"o.c. 94 Point Reyes Creeper -CG STELTn TER 7 Common name 404 ICarex druulsa Berkeley Sedge - CD Chondropetalum t. 'El Campo' Dwarf Cans Rush -CT IJuncus patens / Blue Rush - JP Eymus glaucus / Blue Wild Rye - EG PLF NTS See 1 Gallon 5 Gallon 1 Gallon 1 Gallon Reference WUCOLS Spacing Guidelines Water use ACCWP Low 1'-6' o.c 166 BFPL ACCWP Low 26"oc 243 BFPL ACCWP Low 2-0"oc 190 BFPL ACCWP Low 2-0"o.c. 182 BFPL 2x4' Mature See (H'xW) 6x4' 2x4' 3'x4' Quanta), Mature Size (H'xW) 2x2 3'x2' 3'x2' 3'x2' Reference Guidelines Key ACCWP = Alameda County Clean Water Program C.3 Plant List BFPL = Bay Friendly Plant List DSMP = Dublin Streetscape Master Plan Notes 1. At least30% of all new trees as 36' box and the remaining trees shall be a minimum of least 24" box container see Shrubs/flowenng planting shall be a minimum see of 5gallons 2. Tragic Usiblcy Area No fence, wall, hedge, sign or other structure, shrubbery, mounds of earth, or other visual obstruction over 30 inches in height above the nearest street curb elevation shall be erected, placed, planted, or allowed to grow within a Traffic Visibility Area. The foregoing provision shall not apply to public utility poles, trees tnmmed (to the trunk) to a line at least 6 feet above the level of the intersection, saplings or plant species of open growth habits and not planted in the form of a hedge, which are so planted and tnmmed as to leave at all seasons a clear and unobstructed crosspew, supporting members of appurtenances to permanent structures existing on the date this Chapter becomes e, and official warning signs or signals. 3 Site Ughting minimum of 16 setback from trees to lighting, 6 setback from trees to fire hydrant SEAL ISSUES 5/13/2022 8/4/2022 3/27/2023 PROJECT NUMBER 2104 DRAWN MIN CHECKED CF DATE 12/10/2021 SCALE TILE DRAWING NO 111TICAL SN(SE DEPTH INSTALLATION SHOVING USE OF SEALANT TAPE LANDSCAPED MEDIAN M01E. WATER CONTROL BARRIER SHALL BE DEEP ROOT CORP. 813-36 OR EQUAL TREE WELL MOISTURE BARRIER SCALE. NOT TO SCALE DATE: SPTEMBER 13, 2006 DRAWN BY LOH RAGAD\NEW STANDARDS APPRO PUBLIZ WORKS DIRECTOR CD-803 4 1 x 311P R PIACES 1' MIN. MULCH ROOTBNLT /W. 6x0 CON0 OOELED TO CURB 0 10 20 40 SCALE 1"=20'-0' r�NRE AND HOSE OE 0 2 LOCARONS Yx rx 10' HARDWOOD UR TREATED LODE POLE TREE STARES - 2 PER TREE BROOKS TREE NELL COVER PRECAST CONCRETE Y THK, IP �SMEWAU( 3/C- TO I-I/2- GRAVEL DEEP ROOT PLANTER INSTALL PER MANUFACTURER PREPARED BACKFILL WANT SIZE TO BE A MINIMUM OF N- MOTE TOP Of R00113A81 TO BE RUSH OR SLIGHTLY ABOVE FWISH GRADE GENERAL NOTES. AVER SETREMENT 1 FOR ARIEMA STREETS: EAST -NEST STREET TREES SHALL BE: PLANTANUS ACER1OUA (BL0000000) NORTH -SOUTH STREET TREES 51NL BE P1RU5 CALERYANNE (ARISTOCRAT) STREET TREE SCARE. nor TO SCARE I APPROVED: q ,/y/, /�/ DAZE SEPTD6ER 13. 2006 / %�C� J DRAWN V. LOH I RI WORKS OIREC CD-802 VAGADVIEW STANDARDS DETACHED SIDEWALK )1 (TYP) SIDEWALK Ij 10' h 10' Irp-f+—TREE TRUNK LE6END: INSTALL 24' DEEP ROOT BARRIER AT EDGE OF SIDEWALK QB INSTALL 24. DEEP ROOT BARRIER AT BACK OF CURB FACE OF CURB) BACK OF CURB MONOLITHIC. CARES AND SIDEWALK SIDEWALK I N INSTALL 24. ROOT BARRIER IN ONE CONTINUOUS LEN6TH WITHIN TREE WELL 1.-4TREE HELL TREE TRUNK 1—FACE OF G.RB I. 24" ROOT BARRIER SHALL BE H1614 DENSITY AND HIGH IMPACT PLASTIC. A5 AVAILABLE FROM "DEEP ROOF, AT I-800-456-1668, OR 'ROOT SOLUTIONS", AT 1-800-554-0514. 2. TOP OF ROOT BARRIER SHALL BE SET I/2-INCH1ABOVE FINISHED 6RADE OF SOIL, BUT UNDER NO CIRCUMSTANCES SHALL THE TOP OF ROOT BARRIER EXTEND ABOVE ADJACENT CURB, SIDEWALK OR OTHER HARD SJRFACIN6, AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. C RS ROOT BARRIER DETAL iO SET ROOT CROWN 2" HIGHER THAN FINISH GRADE O2 MULCH. SEE SPECS O3 6" HIGH BERM 06 EDGE OF CONTAINER G BACKFILL MIX, AS SPECIFIED G FERTILIZER TABLETS 2"3" BELOW SURFACE, ADJACENT TO ROOTBALL. LT - SEE SPECS FOR OUANTTrY 2 © EXCAVATE, LOOSEN BOTTOM OF HOLE, REPLACE a EXISTING SOIL 8 FOOT TAMP NO BACKFILL UNDER ROOTBALL SHRUB PLANTING C SCALE 314" =1,0" AS SPECIFIED ROOTS -mat PREVAILIN6 WIND—> SEAL TAKE LIMIT OF ROOTBALL TREE NAIL TREE TIE TO BACK OF 5TAKE NAIL I 0 4 BOARDS TO STAKES FOR STABILITY, TYP. 2' X 10' LOD6EPOLE PINE STAKE - IS SAL. TREES 5' X 10' LOO6OPOLE PINE STAKE - 24" BOX (5) 5' X 10' LOOSE0OLE PINE STAKES - FOR WINDY CONDInONS AND 56' EOX AND LARSEt TREES AM'ROVED BLACK RUBBCH2 TREE TIE 6' MINIMUM BELOW PRIMARY BRAIKKES. LOOP IN A F16URE EI6NT AND NAIL TO BACK OF STAKE WITH SALVANIZED THREADED NAILS. SECOND SET OF TREE TIES TREE STAKING NTS NOTE, SEE SPECIFICATIONS FOR PLANT PIT DIMENSIONS AND PLANTINS DIRECTIONS. ISSUES Qi 5/13/2022 8 8/4/2022 8 3/27/2023 PROJECT NUMBER 2104 DRAWN MW CHECKED CF DATE 12/10/2021 SCALE TIE DRAWING NO /9.1990111•999•9•0 ewe so fell*. raeommonta minimum requiremor9s. / - To. Prolect Some,. 090sr so Po,. g y , . . 11;ir L WINA I 0 0 I 0 I U / 0 09.9090. r I PE090190/ 00019.0991 /enstn90.94999.9011900•01109991019101004000191.0110/9.09 n 2111Witaillinith vent:mark Mi(t741VAINOVAliffir ; 1 VARIMINK‘f " 1.7 zez,FEEAli IfiMagrafaa WORK m e a le .1, a I III,. n o- a I . ^ n en y • " -,^n, „ 1 me - =-2,TitirPit014470 ^ v n I e m.^, I.,- e o.t. r 0 4' ^ u • - µ I I 5 0 Required 9091.0 905911019 Pa11115 GOBI Palrem AdlleVed Points •C Prorea Mr. areas wo a minimum or 3 onches or muld, -F6, unlit turf to Span. or muitkve.use 61 Lonne091.9 Design arra Install a Women rhet e warerOvagerol 6. of reference, ',co a dec....Fresco.. ware, meter far prolec wkl, .garee area greeter Own 2,00 st TREE 1 UTILITY COM POSLTE PLAN - 1430.43. 81 Bay -Friendly Scorecard for Civic, Commercial and Multifamily Landscapes 1100-309-000.90019 88,19001,099.93991,0•109191/01900100..099.919901999 .095,95 MO...nix= In Cohan Ato Ird.tarpeleclmanresfor you prped Tar omple1.1,,,ster tiwcider mks. IterecommEndaminnve requan....r Frenly U.. ay' ear abla polls ormaeartleoWeVre 11 leptml {raceme elec. 8umipmat, n. 811.1.1am111. FrIal StOmIltal 51%1 A. MR 4;Atrentmmtmatitre......,. I (11 UMW"' I TIER" 'rat or, it til!3"„Mkk, ,..weraie eervenwp,otiocc,. WELO NOTES PER 492.5: SOIL MANAGEMENT REPORT CONTRACTOR SHALL TEST SOIL AND PROVIDE SOIL ANALYSIS REPOST TO LANDSCAPE ARCHITECT AND OWNER AFTER CONSTRUCTION IS COMPLETE AND BEFORE PLANTING IS INSTALLED. 2. CONDUCT SOIL SAMPLING IN ACCORDANCE NTH ALL LABORATORY PROTOCOLS, SEE SPECIFICATIONS. THE SOIL TEST SHALL INCLUDE SOIL TEXTURE, INFILTRATION RATE, PH TOTAL SOLUBLE SALTS SODIUM PERCENT ORGANIC MATTER AND RECOMMENDATIONS FOR ORGANIC AMENDMENTS AND COMPOST 4. SUMS SOIL TEST REPORT BY ACCREDITED SOILS LAB. TAKE SAMPLES FROM A MINIMUM OF 3 LOCATIONS (FRONT, MIDDLE AND BACK) OF SITE. FOLLOW SAMPLING INSTRUCTION FROM LAB. REQUEST ORGANIC AMENDMENTS, SEE SPECIFICATIONS. 5 SOIL PREPARATION TOP DRESS PLANTING AREAS NTH A MINIMUM OF 8 CY / 1000 SQUARE FEET OF ORGANIC COMPOST TO THE ENTIRE PLANTING AREA. 6 MOISTURE CONTENT DO NOT WORK ON OR AROUND THE SOIL WHEN MOISTURE CONTENT IS SO GREAT THAT COMPACTION WILL CCCUR, NOR WHEN IT IS SO DRY THAT DUSTWILL FORM, OR WHEN SOIL CLODS WILL NOT BREAK READILY. APPLY WATER IF NECESSARY TO BRING SOIL TO OPTIMUM MOISTURE CONTENT TO COMPLETE THE SPECIFIED VVORK.. MULCH PER THE WATER EFFICIENT LANDSCAPE ORDINANCE A MINIMUM 3-INCH LAVER OF ORGANIC MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES FOR THE PURPOSE OF REDUCING EVAPORATION, SUPPRESSING WEEDS, MODERATING SOIL TEMPERATURE AND PREVENTING SOIL EROSION. 8. CONTRACTOR SHALL SUBMIT DOCUMENTATION VERIFYING IMPLEMENTATION OF SOIL ANALYSIS REPORT RECOMMENDATIONS TO THE LOCAL AGENCY NTH CERTIFICATION OF COMPLETION. ,c! ISSUES QLS Performing Arts Center BKBC ARCHITECTS INC. 5/13/2022 8/4/2022 3/27/2023 PROJECT NUMBER 2104 DRAWN MW CHECKED CF DATE 12/10/2021 SCALE TLE DRAWING NO (3) Cupres ,us sempervlrens Italun Cyp'ess 15. dia. Elevation • 437.5 Tree Pra6_tian - Detail 1/L3.1 :Rano�a se epervuens 1 Iesoqu oTar npedia ns Redwood Treee12" dia. wu ` ��-Za►A►t�►.r.�� VEGETATION LEGEND EXISTING TREE TO BE REMOVED CLEAR AND GRUB ALL EXISTING LOW WEEDS -- Creek Flov 0 15 30 60 SCALE 1"=30-0" NOTE PER MUNICIPAL CODE 5.60 -HERITAGE TREES, NO HERITAGE TREES ARE LOCATED ON THE PROPERTY. ALL OAK, BAY, CYPRESS, MAPLE, REDWOOD, BUCKEYE AND SYCAMORE TREES HAVE A DIAMETER LESS THAN TWENTY FOUR (24) INCHES AT FOUR (4) FEET SIX (6) INCHES ABOVE NATURAL GRADE. DRIPLINE OF TREE CANOPY ELEVATION DRIPLINE OF TREEEE CANOPY\./ \ PLAN VARIES VARIES 5'-0" MAX. SPACE TREE PROTECTION SCALE N.T.S. INSTALL AT 8"0C 2'54"X6 WOOD BOARD TRUNK PROTECTION. SECURE TO TREE WITHOUT DAMAGE TO TRUNK OR BARK. MAINTAIN THROUGHOUT CONSTRUCTION. REMOVE AT TIME OF PLANTING COMPLETION. 4' TALL ORANGE PLASTIC SNOW FENCE STAKED 5'-0" O.C. WITH PRESSED METAL DRIVE STAKES. SEE SPECS. HAND EXCAVATE WITHIN THIS ZONE REMOVAL ONLY UPON APPROVAL OF ARCHITECT. NOTE DO NOT STORE ANY MACHINERY OR MATERIALS WITHIN AREA OF THE SNOW FENCE. TREE 25[45,6 TRUNK PROTECTION ORANGE PLASTIC SNOW FENCE OUTSIDE OF DRIPLINE OF TREE SEAL ISSUES 0 5/13/2022 8/4/2022 3/27/2023 PROJECT NUMBER 2104 DRAWN MW CHECKED CF DATE 12/10/2021 SCALE 1 iRLE EXISTING VEGETATION PLAN DRAWING NO L3.1 Performing Arts Center at Quarry Lane School DESIGN SET View from Tassajara Road U O ARCHITECTS INC. QLS Performing Arts Center 6237 TASSAJARA ROAD, DUBLIN, CA 94568 DATE: 12/10/2021 SCALE: NTS DRAWING NO: Qp-13a 4 Massing Diagrams 6237 TASSAJARA ROAD, DUBLIN, CA 94568 0 Z 9N cn DATE, 12/10/2021 SCALE: NTS DRAWING NO: Qp-13b ,+3! P1Ox Ly�1' {' {' fIN51ifW0 1 111 'IV 71• to South (Front) Elevation West Elevation ARCHITECTS INC. 6237 TASSAJARA ROAD, DUBLIN, CA 94568 DATE: 12/10/2021 SCALE: DRAWING NO: Qp-13c 44. 4s' L • �i. North Elevation East Elevation ARCHITECTS INC. QLS Performing Arts Center 6237 TASSAJARA ROAD, DUBLIN, CA 94568 0 W J W o O oU DATE: 12/10/2021 SCALE: 1"= 27-0 DRAWING NO: Qp-13d Nig 5 4 u J11J4 3 I I 1 SOUTH (FRONT) ELEVATION 1 NORTH ELEVATION i _AC nCORRUGATED METAL ROOF & SIDING "DESIGN SPAN HP" by AEP SPAN COLOR: COOL METALLIC SILVER Or Equivalent 2 I STUCCO COLOR -1 SW-7071 "GRAY" pi STUCCO COLOR - 2 SW-7073 "NETWORK GRAY" 4 STUCCO COLOR - 3 SW-7075 "WEB GRAY" [I CURTAIN WALL TUBELITE's 400CW CURTAIN WALL SYSTEM Or Equivalent 6I DRIVEWAY STAMPED CONCRETE ARCHITECTS INC. 1 u m ;e m 0 QLS Performing Arts Center 6237 TASSAJARA ROAD, DUBLIN, CA 94568 1- ce Q U a oU DATE: 12/10/2021 SCALE NTS DRAWING NO: Qp-13e ARCHITECTS INC. 6237 TASSAJARA ROAD, DUBLIN, CA 94568 < E LU < DATE: 12/10/2021 SCALE: = 1 OD' DRAWING NO: Qp-13f 6'x6' Square Windows w/ Dark Annodized Mullions Corrugated Metal Roof Neutral Color Stucco 6 FIN i$EI FLOOR EXISTING ELEVATION PROPOSED ELEVATION 0 QLS Performing Arts Center 6237 TASSAJARA ROAD, DUBLIN, CA 94568 z 0 0 U z 0 Q W J Wnn V Z (/)H X W DATE 12/10/2021 SCALE: NTS DRAWING NO Qp-13g