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HomeMy WebLinkAboutItem 6.1 Dublin Collision Center SDR PLPA-004314-2025 Agenda Item 6.1 STAFF REPORT PLANNING COMMISSION Page 1 of 7 DATE: June 23, 2026 TO: Planning Commission SUBJECT: Dublin Collision Center (PLPA-004314-2025) Prepared by: Jennifer Byous, Planning Manager EXECUTIVE SUMMARY: The Planning Commission will consider a Site Development Review Permit for the redevelopment of the property including the demolition of the existing vacant building and construction of a 42,032-square-foot automobile repair and service facility specializing in electric vehicles. The proposed use would include paint and body work, structural repair, vehicle reconditioning, and electric vehicle–specific diagnostics. All repair activities would occur within the building. The Planning Commission will also consider the project categorically exempt from the requirements of the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Section 15302 (Replacement or Reconstruction). STAFF RECOMMENDATION: Disclose ex-parte contacts, conduct the public hearing, deliberate, and adopt the Resolution approving a Site Development Review Permit for the Dublin Collision Center. DESCRIPTION: Background The project site is located at 6450 Dublin Court and has a history of automotive sales and service uses. The site was originally entitled by Alameda County through Conditional Use Permit (CUP) C-3756, approved on March 26, 1980, to allow the operation of a new and used automobile dealership, including vehicle sales, service, and parts facilities. The approval was granted for the Ozzie Davis Pontiac-Toyota dealership and included a concurrent Site Development Review for construction of the dealership facilities. Since the original approval, the property has been occupied by various automotive dealerships and related vehicle sales operations. Over the years, dealership ownership, branding, and vehicle manufacturers have changed, while the site has remained under automotive sales and service uses. Most recently, the property was occupied by a Nissan dealership until its relocation in 2023. 8 Page 2 of 7 The site has served as an automotive commercial location for more than four decades and the existing building includes vehicle display areas, sales facilities, service bays, and customer parking; however, the structure has deteriorated over time. Based on an evaluation of the building and site conditions, it has been determined that the existing structure is not feasible to repair or rehabilitate. As a result, demolition of the building and redevelopment of the site is being proposed. Existing Land Use and Zoning The project site is designated Retail/Office and Automotive in the General Plan and is zoned General Commercial (C-2) and is within the Commercial Corridor Overlay Zoning District. Proposed Project The Applicant proposes redevelopment of the approximately 4.0 -acre site with construction of a 42,032-square-foot automobile repair and service facility. The application includes a Site Development Review Permit to evaluate the project's site layout, build ing design, landscaping, parking, lighting, and circulation improvements. The proposed one-story building would be located on the existing developed site and would include associated site improvements, including approximately 221 on-site parking spaces for employees and customers. All vehicle service activities would occur within the enclosed building, and no outdoor repair activities are proposed. The proposed project is limited to physical site and building improvements. The proposed automobile repair and service use is permitted within the applicable zoning district and is not subject to discretionary review under this application . Location Zoning General Plan Land Use Designation Existing Conditions and Improvements Subject Property General Commercial (C-2) Retail/Office and Automotive Vacant automotive dealership North General Commercial (C-2) Retail/Office and Automotive Various commercial uses, Peacock Indian Cuisine/Banquet Hall South n/a n/a Interstate 580 and City of Pleasanton East General Commercial (C-2) Retail/Office and Automotive Brooks Motor Cars West Light Industrial (M-1) Parks/Public Recreation Dublin Sports Grounds 9 Page 3 of 7 Figure 1. Vicinity Map Analysis The Zoning Ordinance requires a Site Development Review Permit for the demolition and construction of principal structures. Approval of a Site Development Review Permit is subject to findings related to compliance with General Plan policies, impacts to general safety and welfare, site layout, impacts to views, impacts to topography, architectural considerations and landscape considerations. Overall Project Design- Architecture The proposed building features a contemporary architectural design with clean lines and a balanced composition of architectural elements. The primary façade is design ed to create a street presence through the use of glass, entry features, and varied building materials that provide visual interest and depth. The building is one story in height and incorporates articulated wall planes, enhanced roofline elements, and architectural detailing that break down the overall massing. The 10 Page 4 of 7 design emphasizes transparency and visibility through glass entryways for customer service, solid wall sections in a combination of durable materials. The color palette consists of neutral tones complemented by contrasting accent materials, creating a modern appearance. Architectural features such as entryway canopies, and integrated lighting contribute to the building's contemporary character. Refer to Figure 2 below. Figure 2. Dublin Collision Proposed Elevations Site Plan, Access, Circulation, and Parking As shown on the Site Plan (Attachment 2, Sheet A1.01 of the Project Plans), the proposed building is centrally located within the site and is oriented with both a visual present to Dublin court and Interstate 580. The site is bounded by Dublin Court to the north, Interstate 580 to the south, and existing commercial development to the east and west. The project utilizes the existing circulation framework established as part of the original dealership development. Vehicular access is provided from Dublin Court through two driveways with internal drive aisles connecting customer parking, service functions, and employee parking. The site has been designed to separate customer and service -related activities while maintaining efficient circulation throughout the property. Parking is distributed around the perimeter of the building and includes customer and 11 Page 5 of 7 employee parking in addition to parking for vehicle service. Customer parking is located near the primary building entrances. The service department is located within the interior portions of the building and is supported by dedicated vehicle queuing, service write-up, and storage areas. Figure 3. Dublin Collision Proposed Site Plan Parking Parking requirements for the proposed automobile repair and service facility are regulated by the City of Dublin Zoning Ordinance (Section 8.76.080.D) which is 1 per 400 square feet, plus 1 per service bay, plus 1 per company vehicle . A total of 105 parking stalls are required and 221 parking stalls are proposed to be provided on the site. Of these stalls, 48 parking stalls would be designated for customer parking, and the remaining stalls would be used for vehicles being serviced/storage. Landscape and Lighting The project proposes to retain much of the existing site infrastructure, including perimeter landscaping, some onsite lighting, and general circulation routes. Site modifications are limited to those necessary to accommodate the new building, which is located substantially in the same place as the existing building, new lighting and frontage improvements to add an eight- 12 Page 6 of 7 foot sidewalk along Dublin Court. Overall, the site plan provides a functional layout that supports service and repair operations while maintaining efficient vehicle circulation, pedestrian accessibility, and compatibility with surrounding commercial development. The landscape concept including the planting plan and palette is provided on Sheet L -1.01 (refer to Attachment 2). Public Art Compliance The Applicant intends to satisfy the City’s public art requirement through the payment of in -lieu fees. Condition of Approval No.16 confirms this intention. CONSISTENCY WITH THE GENERAL PLAN, COMMERCIAL CORRIDOR DESIGN GUIDELINES, AND ZONING ORDINANCE The proposed project is consistent with the General Plan land use designation of Retail/Office and Automotive, which provides for a range of retail, service, office, and automotive -related uses. The proposed automobile repair and service facility is consistent with the intent of the designation and is compatible with the surrounding commercial and automotive uses in the area. The project utilizes an existing developed commercial site and does not alter the established land use pattern of the surrounding area. The project is also consistent with the General Commercial (C-2) Zoning District, which permits automobile repair and service facilities. The project continues the site's long -standing automotive use as well as the design, including the building’s height, materials, color and layout contribute to the commercial character of the area. The project complies with the applicable development standards of the C-2 Zoning District and supports the General Plan objectives for commercial development. Commercial Design Guidelines Consistency The proposed project within the Commercial Corridor Overlay Zoning District which requires the project to be consistent with the City's Commercial Design Guidelines through its building design, site layout, and relationship to surrounding development. The building is o riented toward Interstate 580, creating a visible frontage along a major transportation corridor while maintaining compatibility with adjacent commercial and automotive uses. The site plan orients customer parking, vehicle display areas, service functions, and pedestrian access in a manner that supports automotive service operations and efficient circulation throughout the site. The building incorporates a contemporary architectural design including a glass entry feature, and a neutral color palette. Variations in building height, wall planes, and materials provide visual interest and reduce the perceived scale of the structure. Landscaping is provided along building edges, trash enclosures, parking areas, and site frontages to soften the appearance of paved areas and contribute to the overall site design. Based on the foregoing, the project is consistent with the Commercial Design Guidelines by providing a functional site layout, quality architectural design, pedestrian access, landscaping, and compatibility with surrounding development. 13 Page 7 of 7 REVIEW BY APPLICABLE DEPARTMENTS AND AGENCIES : The Building and Safety Division, Public Works Department, Dublin San Ramon Services District and Fire Prevention Bureau reviewed the proposed project and recommended Conditions of Approval to ensure that the project is established in compliance with all local ordinances and regulations. Conditions of Approval from these departments and agencies have been included in the attached Resolution (Attachment 1). ENVIRONMENTAL DETERMINATION: The California Environmental Quality Act (CEQA), together with the State CEQA Guidelines and City of Dublin CEQA Guidelines and Procedures require that certain projects be reviewed for environmental impacts and when applicable, environmental documents be p repared. Staff recommend that the Planning Commission find the project is categorically exempt from the requirements of CEQA in accordance with CEQA Guidelines section 15302 (Replacement or Reconstruction) because the project involves the demolition and replacement of an existing automobile dealership building and related improvements with a new automobile repair and service facility at substantially the same site. The project would serve the same automotive - related use, would not result in a substantial expansion of capacity, and would occur within an existing developed commercial site with adequate public services and infrastructure. NOTICING REQUIREMENTS/PUBLIC OUTREACH: Two City-led Community Meetings were held on June 17 and 18, 2026, to provide Dublin residents with information about the proposed Dublin Collision project. Four community members attended the meeting on June 17. Staff provided a presentation that included an overview of the City’s development review process and the proposed project. One question regarding protecting the environment from the lithium-ion batteries from contaminating the ground water was asked. A Planning Application Notice was posted on the project site on January 28, 2026. In accordance with State law, a Notice of Public Hearing was mailed to all property owners and occupants within a 300-foot radius of the proposed project. The Notice of Public Hearing was also published in the East Bay Times. Additionally, the Planning Commission Agenda and the Staff Report for this public hearing was posted on the City’s website. A copy of this Staff Report has been provided to the applicant. ATTACHMENTS: 1) Resolution Approving a Site Development Review Permit for the Dublin Collision Center Project 2) Exhibit A to the Resolution – Project Plans 14 Attachment 1 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of RESOLUTION NO. 26-XX A RESOLUTION OF THE PLANING COMMISSION OF THE CITY OF DUBLIN RESOLUTION APPROVING A SITE DEVELOPMENT REVIEW PERMIT FOR THE DUBLIN COLLISION CENTER PLPA 2025-004314 (APN 941-1400-007-00) WHEREAS, the Applicant, CVP – Dublin TSLA, LLC, submitted a Site Development Review Permit application for the redevelopment of the property including the demolition of the existing vacant building and construction of a 42,032-square-foot automobile repair and service facility specializing in electric vehicles located at 6450 Dublin Court. The proposed development and application are collectively known as the “Project;” and WHEREAS, the Project site is 4.0 acres in size and is designated by the General Plan as Retail/Office and Automotive, zoned General Commercial (C-2), and is within the Commercial Corridor Overlay Zoning District; and WHEREAS, the Project plans illustrate the site layout and building elevations for the proposed automobile repair and service facility, which is permitted in the General Commercial zone district and General Plan; and WHEREAS, in accordance with the California Environmental Quality Act (CEQA) certain projects are required to be reviewed for environmental impacts and when applicable, environmental documents prepared; and WHEREAS, pursuant to the requirements of the CEQA, the Project is categorically exempt from the requirements of CEQA in accordance with CEQA Guidelines section 15302 (Replacement or Reconstruction) because the project involves the demolition and replacement of an existing automobile dealership building and related improvements with a new automobile repair and service facility at substantially the same location. The project would serve the same automotive-related use, would not result in a substantial expansion of capacity, and would occur within an existing developed commercial site with adequate public services and infrastructure; and WHEREAS, a Staff Report for the Planning Commission, dated June 23, 2026, and incorporated herein by reference, described and analyzed the Project; and WHEREAS, on June 23, 2026, the Planning Commission held a public hearing to consider the Project at which time all interested parties had the opportunity to be heard; and WHEREAS, the Planning Commission did hear and use independent judgement and considered all said reports, recommendations, and testimony here in above set forth; and WHEREAS, proper notice of the public hearing was given in all respects as required by law. 15 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of NOW, THEREFORE, BE IT RESOLVED that the foregoing recitals are true and correct and made a part of this resolution. BE IT FURTHER RESOLVED that the Planning Commission of the City of Dublin does hereby make the following Site Development Review Permit findings and determinations regarding the Project: A. The proposed Project is consistent with the purposes of Chapter 8.104 (Site Development Review) and Chapter 8.33 (Commercial Corridor Overlay District) of the Dublin Municipal Code, the General Plan, applicable design guidelines, and all applicable provisions of the Zoning Ordinance because: 1) the Project provides for the development of an existing commercial site with a building, site improvements, circulation, parking, and landscaping that are compatible with surrounding commercial and automotive uses; 2) the Project complies with the development standards and permitted use requirements of the General Commercial zoning district and Commercial Corridor Overlay District; 3) the building incorporates glass, varied exterior materials, and architectural articulation consistent with the Commercial Corridor Design Guidelines; and 4) the Project is consistent with the Retail/Office and Automotive General Plan land use designation, which provides for automobile repair, service, and related automotive uses. B. The Project is consistent with the provisions of Zoning Ordinance of the Dublin Municipal Code because: 1) the proposed collision repair and automobile service facility is a permitted use within the C-2 zoning district; 2) the site layout, building placement, parking, landscaping, and circulation improvements comply with applicable development regulations; 3) the Project is consistent with the development standards and design objectives applicable to commercial and automotive uses; 4) the Project continues the site's longstanding automotive use; and 5) the Project is compatible with the existing and planned commercial and automotive development pattern in the vicinity. C. The design of the Project is appropriate to the City, the vicinity, surrounding properties, and the project site because: 1) the proposed building incorporates contemporary architectural elements, glass, and a combination of exterior materials; 2) the scale, massing, and orientation of the building are compatible with surrounding commercial development; 3) the Project is consistent with the established commercial and automotive character of the area; and 4) the Project is compatible with surrounding commercial and automotive uses. D. The subject site is physically suitable for the type and intensity of the proposed development because: 1) the site is designated and zoned for commercial and automotive uses; 2) the Project utilizes an existing developed commercial site with access to public streets, utilities, and infrastructure; 3) the site provides sufficient parking, circulation, and service areas to support the proposed use; and 4) the scale and intensity of the development are consistent with the site's General Plan land use designation and zoning district; 16 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of E. Impacts to existing slopes and topographic features have been adequately addressed because: 1) the Project site is generally flat and previously developed; 2) no significant alteration of natural landforms or topographic features is proposed; and 3) any grading and site improvements will be reviewed through the City's construction permitting process and completed in accordance with applicable City standards. F. Architectural considerations, including the character, scale, quality of the design, site layout, relationship to surrounding development, screening, lighting, building materials, and colors, result in a project that is harmonious with its surroundings and compatible with nearby development because: 1) the Project incorporates exterior materials including brushed aluminum panels, insulated metal wall systems, travertine tile, and glazing; 2) the building establishes a consistent architectural treatment on all elevations while integrating collision repair and service functions into the overall design; 3) the building materials, colors, and architectural detailing are consistent with commercial and automotive development in the vicinity; and 4) the scale and massing of the building are compatible with surrounding commercial development. G. Landscape considerations, including the location, type, size, texture, and coverage of plant materials, have been incorporated into the Project to provide visual relief, screening, and an environment for the public because: 1) landscaping is provided around the building perimeter, parking areas, and site frontage; 2) the landscape plan complements the site layout and provides separation between paved areas and building frontages; and 3) all landscaping will comply with the City's Water Efficient Landscape Ordinance and applicable City standards. H. The site has been adequately designed to ensure safe and efficient circulation for bicyclists, pedestrians, and automobiles because: 1) the Project utilizes an existing circulation network designed to accommodate commercial development; 2) pedestrian walkways, drive aisles, parking areas, and site access points have been designed in accordance with applicable City standards; 3) the Project maintains access throughout the site for customers, employees, and service vehicles; and 4) the development connects to existing public improvements that support multimodal transportation and circulation. I. The Project will contribute to the Public Art Program in compliance with Chapter 8.58. BE IT FURTHER RESOLVED that the Planning Commission of the City of Dublin does hereby make the following Commercial Corridor Overlay Zoning District Site Development Review Permit findings and determinations regarding the Project: A. Approval of the Project is consistent with the purpose and intent of Chapter 8.33 because: 1) the Project provides for the development of an existing commercial site with a building, site improvements, circulation, parking, and landscaping that are compatible with surrounding commercial and automotive uses; 2) the Project supports the continued use of the site for automotive-related services within an established 17 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of commercial corridor; and 3) the Project incorporates site and building design elements consistent with the Commercial Corridor Design Guidelines. B. Approval of the Project complies with the General Plan, the development regulations and performance standards established for the underlying zoning district, and all other requirements of the Zoning Ordinance because: 1) the Project is consistent with the Retail/Office and Automotive General Plan land use designation; 2) the proposed collision repair and automobile service facility is a permitted use within the C-2 zoning district; and 3) the site layout, building placement, parking, landscaping, and circulation improvements comply with applicable development regulations. C. Approval of the Project will not adversely affect the health or safety of persons residing or working in the vicinity, or be detrimental to the public health, safety, and general welfare because: 1) the Project is located within an existing commercial area designated and zoned for commercial and automotive uses; 2) the site is served by existing public streets, utilities, and municipal services; 3) the proposed use is compatible with surrounding commercial and automotive uses; and 4) the Project has been reviewed by applicable City departments and service providers and will be subject to conditions of approval and applicable regulations intended to protect public health, safety, and welfare. D. The design of the Project will provide a desirable environment for the development and an attractive environment for the public because: 1) the Project incorporates pedestrian access, site circulation, parking, landscaping, and building placement into a coordinated site design; 2) the building includes architectural features, glass, and varied exterior materials along public-facing elevations; and 3) landscaping is incorporated throughout the site to provide separation between building frontages, parking areas, and circulation aisles. E. The Project is in substantial compliance with the applicable chapters of the Commercial Corridor Design Guidelines because: 1) the building incorporates glass, varied exterior materials, and architectural articulation; 2) building placement, pedestrian access, and site circulation are integrated into the overall site design; and 3) landscaping is provided around the building perimeter, parking areas, and site frontage. BE IT FURTHER RESOLVED that the Planning Commission of the City of Dublin does hereby approve Site Development Review for the Project, as shown on the project plans dated December 4, 2025, and included as Exhibit A, subject to the conditions included below. 18 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of 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, [ESD] Environmental Services Division, [PO] Police, [PW] Public Works [P&CS] Parks & Community Services, [ADM] Administration/City Attorney, [FIN] Finance, [F] Alameda County Fire Department, [DSR] Dublin San Ramon Services District, [CO] Alameda County Department of Environmental Health, [Z7] Zone 7. # CONDITION TEXT AGENCY WHEN REQ’D Prior to: PLANNING CONDITIONS 1. Approval. This Site Development Review approval is for the Dublin Collision Center. This approval shall be as generally depicted and Architectural Consulting (Sheets 1-16) dated December 4, 2025 and as general submitted along with the project. The project plans and color and Department. This Site Development Review approval is as further approval or the Site Development Review shall lapse and become Development Review has expired, the City may hold a noticed public hearing to determine the matter. Such a determination may appropriate circumstances. If a Site Development Review expires, a new application must be made and processed according to the requirements of the Zoning Ordinance. After Effective Date upon the Developer/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 Expiration Date 19 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: of approval, and additional extensions may be granted by the original decision maker. 5. Revocation of Permit. The Site Development Review approval shall be revocable for cause in accordance with Section 8.96.020.I of shall comply with applicable City of Dublin Fire Prevention Bureau, County Services District and the California Department of Health Services building permits or the installation of any improvements related to this project, the Developer shall supply written statements from indicating that all applicable conditions required have been or will Permit Issuance other agencies, if applicable, including, but not limited to Alameda Engineers, Regional Water Quality Control Board, Caltrans and Permit Issuance effect at the time of building permit issuance, including, but not Services District fees; Public Facilities fees; Transportation Impact Fees; City of Dublin Fire fees; Noise Mitigation fees; Inclusionary House In- Conservation District fees. Permit or Building Permit Issuance 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, 20 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: other department, committee, or agency of the City; provided, however, that the Developer/Applicant’s promptly notifying the Developer/Applicant's of any said claim, action, or proceeding and the City's full cooperation in the defense up and disposal of project related trash to maintain a safe, clean clarification to Community Development and the City Engineer have the authority Community Development and authority to make minor modifications to these conditions without going to a public hearing in order for the Developer to fulfill needed Development Director if the modifications or changes proposed comply with Section 8.104.100 of the Zoning Ordinance and with landscaping and/or architectural features. Any roof-mounted 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 Director of Community Permit Issuance and Through Completion/ On-going approved at the Staff-level for all project-related signage including, parking signage, speed limit signage, retail tenant signage, and any project- related signage 21 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: purposes only and the full details of the sign sizes, materials, and construction shall be shown in the separate sign package. 15. Construction Trailer. The Developer/Applicant shall obtain a Temporary Use Permit prior to the establishment of any construction trailer, storage shed, or container units on the project t of the temporary 8.58.05A and 8.58.05D of Chapter 8.58 (Public Art Program) of the contribution in-lieu of acquiring and installing a public art project on the property, as provided by the Dublin Municipal Code section 8.58.050D. The in- Building Permit replaced with wrought iron (or similar open fencing), except for the fencing along Interstate 580 on the south side of the property, the Developer/Applicant shall replacement of that fencing. If Caltrans will not allow the south perimeter fencing to be replaced, then the existing fencing can remain along that frontage only. Fencing shall be shown of the landscape architect or registered engineer shall be submitted for review and approval by the Community Development Director and Final Landscape Plans Developer/Applicant Dublin's Water-Efficient Landscaping Regulations, Section 8.88 of Final Landscape structures such as walls) at drive aisle intersections shall not be taller than 30 inches above the curb. Landscaping shall be kept at Final Landscape Plans and Ongoing 22 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: submitted on the same size sheet and plotted at the same drawing scale for consistency, improved legibility and interdisciplinary coordination. Landscape Plans be enhanced and properly maintained at all times. Any proposed conform to all building codes and ordinances in effect at the time Completion prepared and signed by a California licensed Architect or Engineer. All structural calculations sha California licensed Architect or Engineer. The site plan, landscape Building Permits Developer/Applicant 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. Developer/Applicant will be responsible for obtaining the approvals of all participation non- City agencies prior to the issuance of building permits. Building Permits 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. Permit Issuance Permitting 23 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: CA Building Code. The design and number of clean air / EV ready stalls and bicycle long and short term stalls shall be as required by enclosures and associated amenities / structures and are required Completion Code requirements in effect at time of permit application. Permit weathered surface and capable of supporting imposed load of Improvement comply with the requirements in CFC Section 507.5, Appendix B, Improvement Improvement installed in the building. The system shall be in accordance with the NFPA 13, the CA Fire Code and CA Building Code. Plans and 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. Sprinkler Submit detailed including cut sheets, listing sheets and calculations to the Fire Department for approval and permit prior to installation. All sprinkler system components shall remain in compliance with the applicable NFPA 13 Standard, the CA Fire Code and the CA Building Code. Underground Plans. Submit 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 Permit Issuance 24 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: 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 witnessed by the Fire Department. 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. Fire Protection Equipment shall be identified with approved throughout the building so as to provide full property protection. The system shall be installed in accordance with NFPA 72, CA Fire, Building, Electrical, and Mechanical Codes. 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 voltage drop calculations to the Fire Department for review and permit prior to the installation. Where employee work initially designed with a minimum 20% spare capacity for employee’s. 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. Qualified Personnel. inspected, tested, and maintained in accordance with the individuals are those who have been factory trained and certified or are NICET Fire Alarm Certified. Inspection & Testing Documentation. Performance testing 25 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: 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. 37. Fire Extinguishers. Extinguishers shall be visible and unobstructed. Signage shall be provided to indicate fire extinguisher locations. The number and location of extinguishers shall be shown on the plans. Additional fire extinguishers maybe required by the fire inspector. Fire extinguisher shall meet a minimum classification of 2A 10BC. Extinguishers weighing 40 pounds or less shall be mounted no shall be installed at the main entrance to the Building. Note these 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 alarm control box key 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. 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. 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. Rear Doors. The address shall also be provided on any rear doors 26 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: quantities exceeding the maximum allowable quantity per control shall be in accordance with CFC 105.5.22, provide an inventory statement (HMIS) for any / all hazardous materials for approval of process / storage / handling requirements. Project shall meet the documentation for permitting process. Contact Alameda County Issuance the requirements of Chapter 8 of the California Fire Code. Interior finishes will be field verified upon final inspection. If the product maintain the products cut-sheets and packaging that show proof of the products flammability and flame-spread ratings. 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. Entrances. Entrances to job sites shall not be blocked, including after hours, other than by approved gates/barriers that provide for emergency access. Site Utilities. Site utilities that would require the access road to be dug up or made impassible shall be installed prior to construction commencing. 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. Personnel Access. Route width, slope, surface and obstructions must be considered for the approved route to furthermost portion of the exterior wall. All-weather access. Fire access is required to be all- weather access. Show on the plans the location of the all- Access roads must be designed to support the imposed during construction 27 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: 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 construction apply to development projects are codified in: the Dublin San Ramon 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 Permit Issuance associated with a wastewater discharge permit shall be paid to DSRSD in accordance with the rates and schedules and at time of payment as established in the DSRSD Code. Planning and review fees are due after the 1st submittal of plans. Construction Permit Construction Permit. Capacity Reserve Fees are due before the Submittal and Construction Permit Issuance 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 Developer/Applicant Permit Issuance or Construction Permit Issuance 28 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: performance bond, and a comprehensive general liability insurance policy in the amounts and forms that are acceptable to DSRSD. The Developer/Applicant shall allow at least 15 working of a grading permit or a site development permit, the locations and widths of all proposed easement dedications for water and sewer lines shall be submitted to and approved by DSRSD. Permit Issuance or Construction Permit located in public streets rather than in off-street locations to the easements must be established over the alignment of each sewer or water main in an off-street or private street location to provide Improvement Plans operate by gravity flow to DSRSD’s existing sanitary sewer system. Pumping of sewage is discouraged and may only be allowed under 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 maintenance costs as well as other conditions within a separate agreement with the Developer/Applicant Improvement Plans analyzed by DSRSD to determine if it represents additional water Developer/Applicant 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 Permit Issuance or Construction Permit Issuance 29 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: construction permit has been issued by DSRSD. A construction permit will only be issued after all of the items in Condition No. 46 have been satisfied. Construction Permit Issuance Above ground backflow prevention devices/double detector check valves shall be installed on fire protection systems connected to the DSRSD water main. The Developer/Applicant shall collaborate with the Fire Department and with DSRSD to size and configure its Improvement Plans be designed for and connected to potable water. Unless explicitly Improvement Plans Pipelines and related appurtenances shall not be constructed underneath pavers or decorative Improvement Plans sanitary sewer system, grease interceptors shall be connected downstream of the drain and installed near the trash enclosure area. The trash enclosure shall be roofed and graded to minimize rain water or stormwater from entering the drain within the trash Permit Issuance or Construction Permit Subdivision Map Act, the City of Dublin Subdivision and Zoning Ordinances, City of Dublin Title 7 Public Works Ordinance, which includes the Grading Ordinance, the City of Dublin Public Works Standards and Policies, the most current requirements of the State Code Title 24 and the Americans with Disabilities Act with regard to accessibility, and all building and fire codes and ordinances in constructed by Applicant/Developer and to be dedicated to the 30 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: section 1771. Accordingly, Applicant/Developer, in constructing such improvements, shall comply with the Prevailing Wage Law complete a “Zone 7 Impervious Surface Fee Application” and submit an accompanying exhibit for review by the Public Works Department. Fees generated by this application will be due at Permit or Building Permit Applicant/ Agreement with the City of Dublin that guarantees the property 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, 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 Permit or Building Permit Issuance Improvement Agreement with the City for all public improvements Permit Issuance Encroachment Permit from the Public Works Department for all construction activity within the public right-of- discretion of the City Engineer an encroachment permit for work specifically included in an Improvement Agreement may not be Issuance Issuance 31 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: performance security shall remain in effect until one year after final inspection). 65. 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) Issuance plans shall comply with the requirements of the “City of Dublin 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- required. Applicant/Developer shall not piecemeal the submittal Permit Issuance reviews to obtain the approvals of all participating non-City agencies, including but not limited to: the Alameda County Fire Permit Issuance landscaping improvements and trees, etc. to be constructed to ensure that there are no conflicts among the proposed and existing Permit Issuance 32 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: 69. 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. Permit Issuance 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 Permit Issuance 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 of Improvement s Permit Issuance 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 of Improvement s provide to the Public Works Department GIS shape files, provided stormwater features, trash capture devices, mitigation measures, of Improvement s Developer/Applicant shall keep and maintain a copy of all records pertaining to the procurement of SB 1383 compliant compost and mulch. Applicant shall provide to the Public Works Department records indicating the total compost and mulch procured or used, the quantity of compost (tons or cubic yards) and mulch (tons) of Improvement s / building occupancy 33 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: (name of facility, address, contact information), a general description of how the compost and/or mulch was used, and where compost and mulch was used, and invoices demonstrating procurement. determined necessary by the City Engineer, shall be dedicated by Permit Issuance shall dedicate Emergency Vehicle Access Easements (EVAE) over the clear pavement width of all drive aisles as required by the Permit Issuance easements and rights-of-way within the project site that will no improvement plans may be approved if the Applicant/Developer can demonstrate to the satisfaction of the City Engineer that the Permit Issuance responsible for obtaining all onsite and offsite easements, and/or obtain rights-of-entry from the adjacent property owners for any 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. Permit Issuance for submittals and reviews to obtain the approvals of all applicable Permit Tentative Map and Site Development Review, and the City design engineer’s recommendatio Permit Issuance 34 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: plans and specifications. The Project Geotechnical Engineer shall approve all grading plans prior to City approval. Sitework 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 proposed disposal site is located, the Applicant/Developer shall provide the City with a Letter of Consent signed by the current owner, approving the placement of off- 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 Permit Issuance/ Sitework Permit 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. Permit Issuance 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 • Any items to be saved in place and or protected, such as Permit Issuance event shall be collected on-Permit 35 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: of existing and proposed storm drains and catch basins on the site plan. Show the size and location of public storm drain lines and the points of connection for the on-site storm drain system. 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. Permit Issuance maintenance roads shall be provided for all private storm drains or Applicant/Developer shall be responsible for the acquisition of all storm drain easements from offsite property owners which are required for the connection and maintenance of all offsite storm drainage improvements. Permit Issuance drains to creek” and use the following color scheme: • Public SDIs: blue medallions. • Public SDIs with installed trash capture devices: yellow medallions. • Private streets SDIs: black medallions with the name of the development. • Public Green Stormwater Infrastructure facilities: green medallions with asset identification number and the wording “stormwater treatment measure.” • Details and notes for each medallion shall be shown on the improvement plans. Standard blue and yellow medallions may be purchased from the Public Work Department. of Improvement s 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. of Improvement s 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. Occupancy or Acceptance of Improvement 36 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: 92. Dry Utility Locations. underground in accordance with the City policies and ordinances. easements or public services easements and sized to meet utility company standards. Occupancy or Acceptance of Improvement 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 improvement plans. Occupancy or Acceptance of Improvement s 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 treatm improvements. Permit or Encroachme nt Permit Issuance conform to the City of Dublin Standard Plans, current practices, and design requirements and as approved by the City Engineer. Permit or Encroachme nt Permit with minimum gutter flow of 0.7% around bulb outs. Permit or Encroachme nt Permit sections within the public right-of-way shall be designed using the asphalt factor of safety), an assumed R-Value of 5. Final pavement sections shall be based on the actual R- pavement subgrade. Permit or Encroachme nt Permit Issuance 37 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: Engineer. Where decorative paving is installed at signalized intersections, pre-formed traffic signal loops shall be put under the decorative pavement. Decorative pavements shall not interfere with the placement of traffic control devices, including pavement markings. All turn lane stripes, stop bars and crosswalks shall be Applicant/Developer or future property owner. nt Permit Issuance 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. Permit or Encroachme nt Permit Issuance 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. Permit or Encroachme nt Permit Issuance 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. Permit or Encroachme nt Permit traffic signage, striping, and pavement markings as required by the City Engineer. Signing plans shall show street name and stop signs 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. Permit or Encroachme nt Permit Issuance designed and installed or relocated as determined by the City Engineer. Permit or Encroachme nt Permit 38 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: 104. Erosion Control Implementation. The Erosion and Sediment Control Plan shall be implemented between October 1st and April 30th unless otherwise allowed in writing by the City Engineer. The Applicant/Developer will be responsible for maintaining erosion and sediment control measures for one year following the City’s acceptance of the improvements. Construction and On-going during construction, construction within 100 ft of these materials shall be halted until a professional Archaeologist certified by the Professional Arch mitigation measures. Construction and On-going 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. Construction and On-going 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. Construction and On-going 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. Construction Implementati on, and On- going as needed Closing of any existing pedestrian pathway Construction 39 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: through a City-approved Traffic Control Plan and shall be done with the goal of minimizing the impact on pedestrian circulation. 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. Construction ; Implementati on, and On- going as controlling any rodent, mosquito, or other pest problem due to construction activities. for watering or other dust-palliative measures to control dust as conditions warrant or as directed by the City Engineer. Construction ; Implementati on On-going provide adequate dust control measures at all times during the 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 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. Grading and Site Work 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. Construction and On-going Municipal Regional Stormwater NPDES Permit (MRP) Order No. R2-2022- documentation including construction drawings demonstrating all stormwater treatment measures and hydromodification requirements as applicable are met. Permit Issuance 40 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: 116. Stormwater Source Control. All applicable structural and operational stormwater source controls shall be implemented. work Permit 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 and GHAD Engineer, as applicable. Permit Issuance Stormwater NPDES Permit (MRP) Provision C.3.b.ii.(3), stormwater treatment must be provided for all surfaces created or replaced as part of Regulated Projects, including from sidewalks and any other portions of the public rights-of-way (ROW) that are developed or redeveloped as part of the Regulated Project. Provision C.3.e.i.(2) of the MRP allows a portion of the MRP Provision C.3.d runoff be treated at a joint stormwater treatment facility and for the payment of associated equivalent in- approximately 615 square feet of impervious surface area of public Developer/Applicant agrees to pay an in-lieu fee in an amount to be determined prior to site work permit issuance. The in-lieu fee will be structured to comply with the requirements of the Mitigation Permit or Encroachme nt Permit Issuance Applicant/Developer shall provide the City evidence that a Notice Resources Control Board per the requirements of the NPDES. A copy of the Storm Water Pollution Prevention Plan (SWPPP) shall be provided to the Public Works Department and be kept at the Construction Activities identify the Best Management Practices (BMPs) appropriate to 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 Prepared Prior to Grading Permit Issuance; 41 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: Handbook. The Applicant/Developer is responsible for ensuring that all contractors implement all storm water pollution prevention measures in the SWPPP. Start of Construction and On-going 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, a demonstrate the plan complies with the standards issued by the Stormwater Management Measures shall be irrigated and be on a separate irrigation controller from traditional landscape, and meet Permit Issuance and Grading Permit Issuance sufficient detail to ensure the stormwater design, site plan, and landscaping plan are congruent shall be submitted for review and approval by the City Engineer. The Stormwater Control Plan shall consist of a report an exhibit. Required details of the plan are Permit Issuance and Grading Permit Specific details on the trash capture devices selected are required on the construction plan set demonstrating how MRP Provision C.10 (trash capture) requirements are met. A list of approved full trash capture devices may be found at the California Stormwater https://www.casqa.org/resources/trash/certified-full-capture- system-trash-treatment-control- time for trash capture device delivery can be substantial. The Permit Issuance and Grading Permit Issuance Required stormwater treatment, hydromodification management, facilities are not permitted. Permit Issuance and Grading Permit 42 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: 125. Drive Aisle Width. The parking lot aisles shall be a minimum of 24 feet wide to allow for adequate onsite vehicle circulation for cars, Permit to the following: • 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. • 12”-wide concrete step-out curbs shall be constructed at landscaped area or planter. • Where wheel stops are shown, individual 6’ long wheel accordance with City Standards. • A minimum 2’ radius shall be provided at curb returns and curb intersections where applicable. • 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 Permit Issuance 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. Permit or Encroachme nt Permit 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. Permit or Encroachme nt Permit placed on private property. Signs should be located outside of any easement areas unless specifically approved by the City Engineer. Any signage allowed to be located in an easement is subject to removal and replacement at the ex Permit Issuance 43 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: Dublin Waste Handling Standards for Commercial Properties and Multi-Family Properties, including the following requirements: Install color- recycling, green for compost) public litter containers with clear signage describing each waste stream at eating and picnic areas. Install color- recycling,) public litter containers with clear signage describing each waste stream along public and private sidewalks. Containers shall include covers or side openings, or be located under cover to Issuance butt collection containers for employee and public and/or resident use. Permit or Site Work Permit plans and details on anticipated garbage truck access and routes, in addition to example set- available for carts/bins. Carts and bins shall not block street or driveway access. On street parking must be considered (e.g., if on space for parked cars and three-stream carts). Permit or Site Work Permit Issuance Encroachment for Landscape Features” with the City to require the Property Owner to maintain the landscape and decorative features within public right-of- 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 res decorative pavements including restoration required as the result Permit or Encroachme nt Permit Issuance landscape (e.g. parks, right of way, etc.) shall be designed and rated to meet ReScape standards. The Developer/Applicant is Permit Issuance and 44 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of # CONDITION TEXT AGENCY WHEN REQ’D Prior to: encouraged to design all other landscape areas according to ReScape Landscape standards. Permit Issuance 135. Hydromodification Management Standards. This project is subject to hydromodification management measures. The Developer/Applicant shall review the Bay Area Hydrology Model available on the City’s website at the following webpage: Permit or Encroachme nt Permit Issuance protocol (https://ecology.wa.gov/Regulations-Permits/Guidance- technical-assistance/Stormwater-permittee-guidance- requirements set forth within the Dublin Municipal Code Section 7.98 and City of Dublin Waste Handling Standards for Commercial Properties and Multi-Family Properties, including but not limited to providing sewer and water hook- and/or building permit plans shall show additional information demonstrating these requirements are met. A standard plan for the https://dublin.ca.gov/341/Standard-Plans 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. If a food establishment will generate grease, fat or tallow, adequate space for those containers is also required in the waste enclosure if commercial building. Permit Issuance and Grading Permit Issuance provide all screening and testing forms required to comply with the Polychlorinated Biphenyls during the Building Demolition Process. https://dublin.ca.gov/2113/PCBs-Building-Demolition- Ordinance. Permit, Building Permit, and/or Sitework Permit 45 Reso. No. 26-XX, Item X.X, Adopted XX/XX/2026 Page of PASSED, APPROVED, AND ADOPTED BY the Planning Commission of the City of Dublin, on this 23rd day of June 2026 by the following vote: : : : : ______________________________ Planning Commission Chair : _________________________________ Planning Manager potential transport of Polychlorinated Biphenyls to the storm drain following: Street sweeping. Daily street sweeping of the project and adjacent streets using vacuum or regenerative air sweepers to effectively street sweeping is required during all phases of the project. Demolition debris. Demolition debris must be covered with an impermeable liner (or equivalent) at all times. Demolition debris must be covered until it is safely and properly disposed of at an Permit, Building Permit, and/or Sitework Permit Issuance waste enclosure standards of Dublin Municipal Code Section 7.98 for location, access, screening, and design requirements. Roll off adequate overhead clearance for waste hauler vehicles access Permit or Sitework Permit Issuance redundancy in case of pump failure. Permit or Site Work Permit Issuance 46 M611 CREDENZA GRAPHIC GRAPHIC M125 SERVICE ADVISOR BAR HEIGHT M127SERVICEADVISOR ADA F 336 F 336 F 335 & E 6 0 7 F 3 1 6 F 3 1 7 & E 6 0 7 F 3 1 6 F 315 & E 6 0 7 F 3 1 6 F 3 1 7 & E 6 0 7 F 3 1 6 F 120 F 120 F 120 F 120 F 1 2 5 F 125 GRAPHIC F 3 3 0 F 3 3 0 F 330 F 330 SE623 FORKLIFT PAL LETPAL LET PAL LET PAL LET PS-142 HV PACK PS - 1 4 4 WI N D S H I E L D BO X SE 5 7 0 KA E S E R 1 5 H P 20 8 V SE 5 7 0 KA E S E R 1 5 H P 20 8 V PAINTCABINETPAINTCABINETPAINTCABINET F LAMMABLESTORAGECABINET F LAMMABLESTORAGECABINET PAINT PAL LET SP I L L PA L L E T G A Y L O R D BO X G A Y L O R D BO X SP I L L PA L L E T NEW MAT. PAL LET EYEWASH F IRSTAIDKIT BLOODBO RN PATH KIT AEDPACKAGERESCUEHOOK PS - 1 4 4 WI N D S H I E L D BO X PAINTCARTPAINTCARTPAINTCARTPAINTCARTPAINTCARTPAINTCARTPAINTCARTPAINTCART PAINTCART F 8 1 2 - A F 8 1 2 - B F 8 1 2 - C PR E P B A Y - C O L PR E P B A Y - C O L UNISTRUT AIRREEL@ 8' AFF AIR RE E L @ 8 ' AF F PR E P B A Y - C O L PR E P B A Y - C O L PR E P B A Y - C O L PR E P B A Y - C O L PR E P B A Y - C O L PR E P B A Y - C O L DE T A I L B A Y - C O L WASHBAY AIR RE E L @ 8 ' AF F AI R RE E L @ 8 ' AF F DE T A I L B A Y - C O L CO O L I N G B A Y - C O L CO O L I N G B A Y - C O L UNISTRUT UNISTRUT AIRREEL@ 8' AFF AIR REEL @ 8' AFF UNISTRUT AIRREEL@ 8' AFF AIR REEL @ 8' AFF F 998 F 998 F 998 F 998 WA S H B A Y WA S H B A Y WASTE 20 RECYCLING 20 F 33 5 F 706F IL INGCABINET F 709STORAGECABINET F 33 5 F 3 3 5 F 3 3 5 F 33 5 F 33 5 F 706F IL INGCABINET F 33 5 F 33 5 F 3 3 5 F 3 3 5 F 708 GRAPHICGRAPHIC F 2 0 6 E6 0 8 F 2 0 6 E6 0 8 F 2 0 6 E6 0 8 F 2 0 6 E6 0 8 F 20 6 E60 8 F 2 0 6 E6 0 8 F 2 0 6 E6 0 8 F 2 0 6 E6 0 8 F 2 0 6 E6 0 8 F 20 6 E60 8 SE200 - SCISSOR LIFTCOL - DX77 208/220V WORKBAY - COL WORKBAY - COL CONTROL JOINT S:8" CL EAR AROUNDBASEPLATES 5-20RQ UAD @+48"AFFMAX 30AMPMOTORSTART ER@ +48" AFFMAX 14-50R@ 48" AFFMAXPRO VIDE1:4L IFTS SPOT TING DISH 12'-6" CLEARHEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120COL - VLE10 AIRREELBOTTOM@ +8'AFF MO B I L E DE S K SE200 - SCISSOR LIFTCOL - DX77 208/220V WORKBAY - COL WORKBAY - COL CONTROL JOINT S:8" CL EAR AROUNDBASEPLATES 5-20RQ UAD @+48"AFFMAX 30AMPMOTORSTART ER@ +48" AFFMAX 14-50R@ 48" AFFMAXPRO VIDE1:4L IFTS SPOT TING DISH 12'-6" CLEARHEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120COL - VLE10 AIRREELBOTTOM@ +8'AFF MO B I L E DE S K PARTSCART AIRREEL@ 8' AFF AIRREEL@ 8' AFF AIRREEL@ 8' AFF AIR REEL@ 8'AFF AIR REEL@ 8' AFF TOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHEST PARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCART TOOLCHESTTOOLCHEST E810 E810 E11 3 P14 0 P1 4 0 P1 4 0 GRAPHIC GRAPHIC F 4 0 2 F 40 2 F 4 0 2 F 4 0 2 F 4 0 4 F 2 0 7 F 4 0 2 F 40 2 F 4 0 2 F 4 0 2 F 2 0 7 F 40 2 F 4 0 2 F 4 0 2 F 4 0 2 F 2 0 7 F 40 2 F 4 0 2 F 4 0 2 F 4 0 2 F 2 0 7 F 4 0 2 F 40 2 F 4 0 2 F 4 0 2 F 2 0 7 F 4 0 2 F 40 2 F 4 0 2 F 4 0 2 F 2 0 7 F 20 8 F 40 4 F 4 0 4 F 2 0 8 F 40 4 F 4 0 4 F 2 0 8 F 4 0 4 F 4 0 4 F 2 0 8 F 4 0 4 F 40 4 F 2 0 8 F 4 0 4 F 40 4 F 2 0 8 F 4 0 4 GRAPHIC EYEWASH F IRSTAIDKIT BLOODBO RNPATHKIT AEDPACKAGE RESCUEHOOK M2 3 7 SE200 - SCISSOR LIFT COL - DX77 208/ 220V WORKBAY - COLWORKBAY - COL CONTROL JOINT S:8" CL EAR AROUND BASEPLATES 5-20R Q UAD @+48"AFF MAX 30AMPMOTORSTART ER @ +48" AFF MAX 14-50R@ 48" AFF MAXPRO VIDE 1:4L IFTS SPOT TING DISH 12'-6" CLEAR HEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120 COL - VLE10 AIRREELBOTTOM@ +8'AFF MO B I L E DE S K SE200 - SCISSOR LIFT COL - DX77 208/ 220V WORKBAY - COLWORKBAY - COL CONTROL JOINT S:8" CL EAR AROUND BASEPLATES 5-20R Q UAD @+48"AFF MAX 30AMPMOTORSTART ER @ +48" AFF MAX 14-50R@ 48" AFF MAXPRO VIDE 1:4L IFTS SPOT TING DISH 12'-6" CLEAR HEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120 COL - VLE10 AIRREELBOTTOM@ +8'AFF PARTSCART UNISTRUTUNISTRUT AIRREEL@ 8' AFF UNISTRUTUNISTRUT AIR REEL@ 8'AFF UNISTRUT AIR REEL@ 8'AFF AIR REEL@ 8'AFF AIR REEL@ 8'AFF PARTSCARTPARTSCARTPARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART MO B I L E DE S K TOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHEST F 814 WORKBAY - COLWORKBAY - COL MO B I L E DE S K UNISTRUT PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART TOOLCHESTTOOLCHESTTOOLCHESTTOOLCHEST F 998 VID M A R CA B I N E T F 998 F 998 UNISTRUT F 3 3 5 F 206 E608 F 3 3 5 BU M P E R R A C K BINCABINET BU M P E R R A C K BU M P E R R A C K BU M P E R R A C K SHELF BADDER7'H SHELF BADDER7'H SHELF BADDER7'H SHELF BADDER7'H SHELF BADDER7'H SHELF BADDER7'H SHELF BADDER7'H SHELF BADDER7'H SHELF BADDER7'H SHELF BADDER7'H SHELF BADDER7'H SHELF BADDER7'H SHELF BADDER7'H SHELF BADDER7'H G R I D WA L L G R I D WA L L SHELFD7'H SHELF D7'H SHELFD7'H SHELF D7'H SHELFD7'H SHELF D7'H SHELFD7'H SHELF D7'H SHELFD7'H SHELF D7'H SHELF D7'HSHELF D7'HSHELF D7'HSHELF D7'HSHELF D7'HSHELF D7'H PAL L ET RACK - 10'H VID M A R CA B I N E T PAL L ET RACK - 10'H PAL L ET RACK - 10'H F 2 0 6 E6 0 8 F 2 0 6 E6 0 8 PAL L ET RACK - 10'H PAL L ET RACK - 10'H PAL L ET RACK - 10'H PAL L ET RACK - 10'H PAL L ET RACK - 10'H PAL L ET RACK - 10'H PAL L ET RACK - 10'H PAL L ET RACK - 10'H PAL L ET RACK - 10'H BINCABINET G RIDWALLG RIDWALLG RIDWALLG RIDWALL PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PAR T S CA R T PA R T S CA R T PAR T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PAR T S CA R T PA R T S CA R T PAR T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PAR T S CA R T PA R T S CA R T PAR T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PAR T S CA R T PA R T S CA R T PAR T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PAR T S CA R T PA R T S CA R T PAR T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T F 405 F 124 F 405 F 405 F 405 SE330SINGLE COLUMNFLOOR MOUNT SE320ALIGNMENT RACK KEEP 2 CAR LENGTHS INF RO NT P14 0 PREP BAY - COLPREP BAY - COLPREP BAY - COL F 812-A F 812-B F 812-C G R I D WA L L G R I D WA L L G R I D WA L L G R I D WA L L G R I D WA L L G R I D WA L L G R I D WA L L G R I D WA L L G R I D WA L L G R I D WA L L G R I D WA L L G R I D WA L L G R I D WA L L G R I D WA L L G R I D WA L L G R I D WA L L G R I D WA L L G R I D WA L L G R I D WA L L G R I D WA L L SHELF BADDER7'H SHELF BADDER7'H SHELF BADDER7'H SHELF BADDER7'H SHELF BADDER7'H SHELF BADDER7'H SHELF BADDER7'H SHELF BADDER7'H SHELF BADDER7'H SHELF BADDER7'H SHELF BADDER7'H SHELF BADDER7'H VID M A R CA B I N E T SHELFD7'H SHELF D7'H VIDMARCABINET VIDMARCABINET SE200 - SCISSOR LIFT COL - DX77 208/ 220V AIRREEL@ 8' AFF AIR REEL@ 8' AFF CONTROL JOINT S:8" CL EAR AROUND BASEPLATES 5-20RQ UAD @+48"AFF MAX 30 AMP MOTORSTART ER @ +48" AFF MAX 14-50R @ 48" AFF MAXPRO VIDE 1:4L IFTS SPOT TING DISH 12'-6" CLEAR HEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120 COL - VLE10 AIRREELBOTTOM@ +8'AFF AIR REEL@ 8' AFF UNISTRUT TOOLCHESTTOOLCHEST AIR REEL@ 8'AFF TOOLCHESTTOOLCHEST AIR REEL@ 8' AFF AIR REEL@ 8'AFF AIR REEL@ 8'AFF WASTE 20 RECYCLING 20 WASTE 20 RECYCLING 20 EXISTING CREEK 46'-0" 18 ' - 0 " TY P . 9'-0" TYP. 24 ' - 0 " 35'-0" 53 ' - 0 " 24'-0" 67'-0" 20'-0" TYP. 9' - 0 " TYP . 38' 20 ' - 0 " 30 ' - 0 " 20 ' - 0 " 20 ' - 0 " 24 ' - 0 " 20 ' - 0 " 20 ' - 0 " 30 ' - 0 " 29'-0" 9'-0" TYP. 296' 14 2 ' 35'-0" 20'-0" TYP. 9' - 0 " TYP . 18'-0" TYP. 9'-0" TYP. 9'-0" TYP. 69' 1 1 3 3 3 3 44 44 4 5 4 66 7 7 8 36' 18' TYP. 9'-0" TYP. 18' TYP.9'-0" TYP. 9'-0" TYP. 20 ' - 0 " 10 11 12 13 EV READY (9)EV CAPABLE (7) 1313 6 18'-8 " 18'-8 " 18'-8 " 15 1313 44'-0" 27'-0 " 10'-6" 30'-0" 35'-0" 24'-0" 9'-0"8'-0"9'-0" 5'-0" 9'-0" 18 ' - 0 " 20 ' - 0 " 9'-0" 18'-0" TYP. 4 4 444EV CAPABLE (1) 14 14 14 2 4 12 © DRAWING TITLE APN 941-1400-007-00 6450 DUBLIN COURT DUBLIN, CA SITE PLAN SCALE: 1: 30 1 VICINITY MAP SCALE: 1: 30 2 PROJECT SITE NORTH NORTH SITE PLAN KEYNOTES SITE ENTRY / EXIT DRIVEWAY. RE: CIVIL DRAWINGS ACCESSIBLE PARKING SPACES. RE: CIVIL DRAWINGS PARKING STALLS. RE: CIVIL DRAWINGS LANDSCAPED AREAS. RE: LANDSCAPE DRAWINGS ELECTRICAL TRANSFORMER EQUIPMENT. RE: CIVIL & ELECTRICAL DRAWINGS NEW COVERED TRASH ENCLOSURES - 3 BAYS TYPICAL FOR LANDFILL, RECYCLING & ORGANICS. ENCLOSURE DESIGN PER CITY OF DUBLIN REQUIREMENTS AUTO / MANUAL GATE BIORETENTION AREA. RE: CIVIL DRAWINGS LANDSCAPED AREAS. RE: LANDSCAPE DRAWINGS 'NO SMOKING' SIGN SHORT TERM BIKE RACKS LONG TERM BIKE STORAGE (DOUBLE BIKE), 24" CLEAR AT BOTH SIDES TWO STREAM PUBLIC LITTER CONTAINER CIGARETTE BUTT COLLECTION CONTAINERS DUMPSTER ENCLOSURE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 SITE INFORMATION TOTAL LAND AREA: 174,244 S.F. ( 4 AC) TOTAL BUILDING AREA:42,032 S.F. COMBINED USE (OFFICE / BUSINESS)2,280 S.F. STORAGE:39,752 S.F. PARKING CALCULATIONS: PARKING RATIO:1,000 S.F. / 1 SPACE REQUIRED:42 SPACES PROVIDED:221 SPACES 48 (CUSTOMER ACCESSIBLE) 173 (VEHICLE STORAGE) ACCESSIBLE SPACES:3 SPACES (1 VAN) SHORT TERM BIKE STORAGE (5% OF CUSTOMER ACCESSIBLE PARKING)3 LONG TERM BIKE STORAGE (5% OF CUSTOMER ACCESSIBLE PARKING)3 A1.01 SITE PLAN PAINT BOOTH PAINT BOOTH PREP. BAY PREP. BAY PREP. BAY PREP. BAY PREP. BAY PREP. BAY PREP. BAY PREP. BAY PREP. BOOTH PREP. BOOTH PLUMBING FACILITIES (CPC TABLE 4-1 & TABLE 422.1) TOTAL OCC: BUSINESS - ACCESSORY (1 PER 60) 2,280 / 60 = 38 (19 WOMEN & 19 MEN) STORAGE (1 PER 300) 39,752 / 300 = 130 (65 WOMEN & 65 MEN) TOTAL 82 WOMEN & 82 MEN REQUIRED: WATER CLOSETS: (B) 1:1-50 WOMEN: 2:16-30 1 MEN'S 2 WOMEN'S (S)MEN: 1:0-100 WOMEN: 1:0-100 1 MEN'S 1 WOMEN'S TOTAL PROVIDED 4 MEN'S 3 WOMEN'S URINALS: (B) 1:1-100 1 (S) - TOTAL PROVIDED:5 LAVATORIES: (B) 1:1-75 WOMEN: 1:1-50 1 MEN'S 1 WOMEN'S (S)MEN: 1:1-200 WOMEN: 1:1-200 1 MEN'S 1 WOMEN'S TOTAL PROVIDED 3 MEN'S 2 WOMEN'S DRINKING FOUNTAINS: (B) 1 PER 150 (S) 1 PER 150 PROVIDED: 1 HI/LOW BUILDING HEIGHT AND AREA (BASED ON S-1 MOST RESTRICTIVE USE) ALLOWABLE AREA (506.2): 70,000 S.F. PROPOSED AREA: 42,032 S.F. ± ALLOWABLE HEIGHT (504.3a): 75'-0" PROPOSED HEIGHT: 24'-0" ALLOWABLE STORIES (504.4): (3) STORIES PROPOSED STORIES: (1) STORY ACCESSORY OCCUPANCY ALLOWABLE AREA FOR ALL ACCESSORY USES (508.2.3): LESS THAN 10% OVERALL BUILDING AREA 840 S.F. / 42,032 S.F. = 2.0% ALLOWABLE AREA A-2 ASSEMBLY USE (508.2.3 AND 506.2): 9,500 S.F. ACTUAL AREA A-2 ASSEMBLY: 700 S.F. CONSTRUCTION TYPE: IIB NON-COMBUSTIBLE, SPRINKLERED BUILDING AREA: 42,032 S.F. ± (TOTAL BUILDING AREA) BUILDING HEIGHT: 24'-0" NUMBER OF STORIES: 1 STORY USE GROUPS (MIXED USE NON-SEPARATED): S-1 STORAGE B BUSINESS A-2 ASSEMBLY (ACCESSORY USE) AREA CALCULATIONS ATTACHMENT 2 EXHIBIT A 47 © DRAWING TITLE APN 941-1400-007-00 6450 DUBLIN COURT DUBLIN, CA FLOOR PLAN A1.0 FLOOR PLAN NORTH SCALE: 1/16" = 1'-0" 12/04/2025 48 © DRAWING TITLE APN 941-1400-007-00 6450 DUBLIN COURT DUBLIN, CA SP1.0 SITE PLAN © DRAWING TITLE APN 941-1400-007-00 6450 DUBLIN COURT DUBLIN, CA A2.0 EXTERIOR ELEVATIONS 12/04/2025 49 6450 DUBLIN COURTEXISTING ONE STORY BUILDING 6450 DUBLIN COURTEX I S T I N G C R E E K DUBLIN COURT INTE R S T A T E 5 8 0 LEGEND: TOPOGRAPHIC NOTES: BASIS OF BEARING: BENCHMARK: SURVEY INFORMATION: 1 C1.0 EX I S T I N G C O N D I T I O N S 1" = 30'scale 30 0 30 feet 60 COPYRIGHT © BKF ENGINEERS 2026 8 TE S L A C O L L I S I O N C E N T E R AP N 9 4 1 - 1 4 0 0 - 0 0 7 - 0 0 64 5 0 D U B L I N C O U R T , D U B L I N , C A L I F O R N I A 0 5 / 1 9 / 2 0 2 6 NO T F O R C O N S T R U C T I O N PR E L I M I N A R Y DA T E : BK F E N G I N E E R S 79 0 1 S T O N E R I D G E D R I V E SU I T E 3 6 0 PL E A S A N T O N , C A 9 4 5 8 8 (9 2 5 ) 3 9 6 - 7 7 0 0 ww w . b k f . c o m TCCD - C1.0_EXCOND.dwgPl o t M a y 1 9 , 2 0 2 6 a t 4 : 5 9 p m EXISTING BUILDING TO BE DEMOLISHED 50 LEGEND: NOTES: KEYNOTES: LEGEND: KEYNOTES:6450 DUBLIN COURT M611CREDENZA GR A P H I C GR A P H I C M125 SERVICE ADVISOR BAR HEIGHT M127SERVICEADVISORADA F336 F336 F335 & E 6 0 7 F3 1 6 F3 1 7 & E 6 0 7 F3 1 6 F315 & E 6 0 7 F31 6 F31 7 & E 6 0 7 F31 6 F120 F120 F120 F120 F12 5 F125 GR A P H I C F33 0 F3 3 0 F330 F330 SE623 FORKLIFT PALLETPALLET PALLET PALLET PS-142 HVPACK PS - 1 4 4 WIN D S H I E L D BO X SE 5 7 0 KA E S E R 1 5 H P 208 V SE 5 7 0 KA E S E R 1 5 H P 20 8 V PAINTCABINETPAINTCABINETPAINTCABINET FLAMMABLESTORAGECABINET FLAMMABLESTORAGECABINET PAINT PALLET SPI L L PA L L E T GA Y L O R D BO X GA Y L O R D BO X SP I L L PA L L E T NEW MAT.PALLET EYEWASH FIRSTAIDKIT BLOODBORNPATHKIT AEDPACKAGERESCUEHOOK PS- 1 4 4 WIN D S H I E L D BO X PAINTCARTPAINTCARTPAINTCARTPAINTCARTPAINTCARTPAINTCARTPAINTCARTPAINTCART PAINTCART F8 1 2 - A F8 1 2 - B F8 1 2 - C PR E P B A Y - C O L PR E P B A Y - C O L UNISTRUT AIRREEL@ 8'AFF AIRRE E L @ 8 ' AFF PR E P B A Y - C O L PR E P B A Y - C O L PR E P B A Y - C O L PR E P B A Y - C O L PR E P B A Y - C O L PR E P B A Y - C O L DE T A I L B A Y - C O L WASHBAY AIRRE E L @ 8 ' AFF AIRREE L @ 8 ' AF F DE T A I L B A Y - C O L CO O L I N G B A Y - C O L CO O L I N G B A Y - C O L UNISTRUT UNISTRUT AIRREEL@ 8' AFF AIRRE E L @ 8 ' AF F UNISTRUT AIRREEL@ 8'AFF AIRRE E L @ 8 ' AF F F998 F998 F998 F998 WA S H B A Y WA S H B A Y WASTE 20 RECYCLING 20 F3 3 5 F706FILINGCABINET F709STORAGECABINET F3 3 5 F33 5 F3 3 5 F3 3 5 F3 3 5 F706FILINGCABINET F3 3 5 F3 3 5 F33 5 F3 3 5 F708 GRAPHICGRAPHIC F2 0 6 E6 0 8 F2 0 6 E6 0 8 F2 0 6 E6 0 8 F20 6 E60 8 F2 0 6 E6 0 8 F2 0 6 E6 0 8 F2 0 6 E6 0 8 F2 0 6 E6 0 8 F20 6 E60 8 F2 0 6 E6 0 8 SE200 - SCISSOR LIFTCOL - DX77 208/220V WORKBAY - COL WORKBAY - COL CONTROL JOINTS:8" CLEAR AROUNDBASEPLATES 5-20RQUAD @+48"AFFMAX 30AMPMOTORSTARTER@+48" AFFMAX 14-50R@48" AFF MAXPROVIDE1:4 LIFTS SPOTTING DISH 12'-6" CLEARHEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120COL - VLE10 AIRREELBOTTOM@ +8'AFF MO B I L E DE S K SE200 - SCISSOR LIFTCOL - DX77 208/220V WORKBAY - COL WORKBAY - COL CONTROL JOINTS:8" CLEAR AROUNDBASEPLATES 5-20RQUAD @+48"AFFMAX 30AMPMOTORSTARTER@+48" AFFMAX 14-50R@48" AFF MAXPROVIDE1:4 LIFTS SPOTTING DISH 12'-6" CLEARHEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120COL - VLE10 AIRREELBOTTOM@ +8'AFF MO B I L E DE S K PARTSCART AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIR REEL@ 8'AFF TOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHEST PARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCART TOOLCHESTTOOLCHEST E810 E810 E1 1 3 P1 4 0 P14 0 P14 0 GR A P H I C GR A P H I C F40 2 F4 0 2 F40 2 F4 0 2 F40 4 F2 0 7 F40 2 F4 0 2 F40 2 F4 0 2 F2 0 7 F4 0 2 F40 2 F4 0 2 F40 2 F20 7 F4 0 2 F40 2 F4 0 2 F40 2 F20 7 F40 2 F4 0 2 F40 2 F40 2 F2 0 7 F40 2 F4 0 2 F40 2 F40 2 F2 0 7 F2 0 8 F4 0 4 F40 4 F20 8 F4 0 4 F40 4 F20 8 F4 0 4 F40 4 F20 8 F40 4 F40 4 F20 8 F40 4 F4 0 4 F20 8 F40 4 GRAPHIC EYEWASH FIRSTAIDKIT BLOODBORNPATHKIT AEDPACKAGE RESCUEHOOK M2 3 7 SE200 - SCISSOR LIFT COL - DX77 208/220V WORKBAY - COLWORKBAY - COL CONTROL JOINTS:8" CLEAR AROUND BASEPLATES 5-20R QUAD @+48"AFFMAX 30AMPMOTORSTARTER @+48" AFF MAX 14-50R@48" AFF MAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLEAR HEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120 COL - VLE10 AIRREELBOTTOM@ +8'AFF MO B I L E DE S K SE200 - SCISSOR LIFT COL - DX77 208/220V WORKBAY - COLWORKBAY - COL CONTROL JOINTS:8" CLEAR AROUND BASEPLATES 5-20R QUAD @+48"AFFMAX 30AMPMOTORSTARTER @+48" AFF MAX 14-50R @48" AFF MAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLEAR HEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120 COL - VLE10 AIRREELBOTTOM@ +8'AFF PARTSCART UNISTRUTUNISTRUT AIRREEL@ 8'AFF UNISTRUTUNISTRUT AIRREEL@ 8'AFF UNISTRUT AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF PARTSCARTPARTSCARTPARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART MO B I L E DE S K TOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHEST F814 WORKBAY - COLWORKBAY - COL MO B I L E DE S K UNISTRUT PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART TOOLCHESTTOOLCHESTTOOLCHESTTOOLCHEST F998 VID M A R CA B I N E T F998 F998 UNISTRUT F33 5 F206 E608 F33 5 BU M P E R R A C K BINCABINET BU M P E R R A C K BU M P E R R A C K BU M P E R R A C K SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H GR I D WA L L GR I D WA L L SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'HSHELFD7'HSHELFD7'HSHELFD7'HSHELFD7'HSHELFD7'H PALLET RACK -10'H VID M A R CA B I N E T PALLET RACK -10'H PALLET RACK -10'H F20 6 E60 8 F20 6 E60 8 PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H BINCABINET GRIDWALLGRIDWALLGRIDWALLGRIDWALL PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T F405 F124 F405 F405 F405 SE330 SINGLE COLUMN FLOOR MOUNT SE320ALIGNMENT RACK KEEP 2 CAR LENGTHS INFRONT P14 0 PREP BAY - COLPREP BAY - COLPREP BAY - COL F812-A F812-B F812-C GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H VID M A R CA B I N E T SHELFD7'H SHELFD7'H VIDMARCABINET VIDMARCABINET SE200 - SCISSOR LIFT COL - DX77 208/220V AIRREEL@ 8'AFF AIR REEL@ 8'AFF CONTROL JOINTS:8" CLEAR AROUND BASEPLATES 5-20RQUAD @+48"AFFMAX 30 AMPMOTORSTARTER@+48" AFF MAX 14-50R @48" AFF MAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLEAR HEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120 COL - VLE10 AIRREELBOTTOM@ +8'AFF AIRREEL@ 8'AFF UNISTRUT TOOLCHESTTOOLCHEST AIRREEL@ 8'AFF TOOLCHESTTOOLCHEST AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC WASTE 20 RECYCLING 20 WASTE 20 RECYCLING 20 EX I S T I N G C R E E K 6450 DUBLIN COURT DUBLIN COURT INTE R S T A T E 5 8 0 2 C2.0 PR E L I M I N A R Y S I T E P L A N 1" = 30'scale 30 0 30 feet 60 COPYRIGHT © BKF ENGINEERS 2026 8 TE S L A C O L L I S I O N C E N T E R AP N 9 4 1 - 1 4 0 0 - 0 0 7 - 0 0 64 5 0 D U B L I N C O U R T , D U B L I N , C A L I F O R N I A 0 5 / 1 9 / 2 0 2 6 NO T F O R C O N S T R U C T I O N PR E L I M I N A R Y DA T E : BK F E N G I N E E R S 79 0 1 S T O N E R I D G E D R I V E SU I T E 3 6 0 PL E A S A N T O N , C A 9 4 5 8 8 (9 2 5 ) 3 9 6 - 7 7 0 0 ww w . b k f . c o m TCCD - C2.0_SITE.dwgPl o t M a y 1 9 , 2 0 2 6 a t 4 : 5 9 p m 51 DUBLIN COURT INTE R S T A T E 5 8 0 EX I S T I N G C R E E K 6450 DUBLIN COURT6450 DUBLIN COURT M611CREDENZA GR A P H I C GR A P H I C M125 SERVICE ADVISOR BAR HEIGHT M127SERVICEADVISORADA F336 F336 F335 & E 6 0 7 F3 1 6 F3 1 7 & E 6 0 7 F3 1 6 F315 & E 6 0 7 F31 6 F31 7 & E 6 0 7 F31 6 F120 F120 F120 F120 F12 5 F125 GR A P H I C F33 0 F3 3 0 F330 F330 SE623 FORKLIFT PALLETPALLET PALLET PALLET PS-142 HVPACK PS - 1 4 4 WIN D S H I E L D BO X SE 5 7 0 KA E S E R 1 5 H P 208 V SE 5 7 0 KA E S E R 1 5 H P 20 8 V PAINTCABINETPAINTCABINETPAINTCABINET FLAMMABLESTORAGECABINET FLAMMABLESTORAGECABINET PAINT PALLET SPI L L PA L L E T GA Y L O R D BO X GA Y L O R D BO X SP I L L PA L L E T NEW MAT.PALLET EYEWASH FIRSTAIDKIT BLOODBORNPATHKIT AEDPACKAGERESCUEHOOK PS- 1 4 4 WIN D S H I E L D BO X PAINTCARTPAINTCARTPAINTCARTPAINTCARTPAINTCARTPAINTCARTPAINTCARTPAINTCART PAINTCART F8 1 2 - A F8 1 2 - B F8 1 2 - C PR E P B A Y - C O L PR E P B A Y - C O L UNISTRUT AIRREEL@ 8'AFF AIRRE E L @ 8 ' AFF PR E P B A Y - C O L PR E P B A Y - C O L PR E P B A Y - C O L PR E P B A Y - C O L PR E P B A Y - C O L PR E P B A Y - C O L DE T A I L B A Y - C O L WASHBAY AIRRE E L @ 8 ' AFF AIRREE L @ 8 ' AF F DE T A I L B A Y - C O L CO O L I N G B A Y - C O L CO O L I N G B A Y - C O L UNISTRUT UNISTRUT AIRREEL@ 8' AFF AIRRE E L @ 8 ' AF F UNISTRUT AIRREEL@ 8'AFF AIRRE E L @ 8 ' AF F F998 F998 F998 F998 WA S H B A Y WA S H B A Y WASTE 20 RECYCLING 20 F3 3 5 F706FILINGCABINET F709STORAGECABINET F3 3 5 F33 5 F3 3 5 F3 3 5 F3 3 5 F706FILINGCABINET F3 3 5 F3 3 5 F33 5 F3 3 5 F708 GRAPHICGRAPHIC F2 0 6 E6 0 8 F2 0 6 E6 0 8 F2 0 6 E6 0 8 F20 6 E60 8 F2 0 6 E6 0 8 F2 0 6 E6 0 8 F2 0 6 E6 0 8 F2 0 6 E6 0 8 F20 6 E60 8 F2 0 6 E6 0 8 SE200 - SCISSOR LIFTCOL - DX77 208/220V WORKBAY - COL WORKBAY - COL CONTROL JOINTS:8" CLEAR AROUNDBASEPLATES 5-20RQUAD @+48"AFFMAX 30AMPMOTORSTARTER@+48" AFFMAX 14-50R@48" AFF MAXPROVIDE1:4 LIFTS SPOTTING DISH 12'-6" CLEARHEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120COL - VLE10 AIRREELBOTTOM@ +8'AFF MO B I L E DE S K SE200 - SCISSOR LIFTCOL - DX77 208/220V WORKBAY - COL WORKBAY - COL CONTROL JOINTS:8" CLEAR AROUNDBASEPLATES 5-20RQUAD @+48"AFFMAX 30AMPMOTORSTARTER@+48" AFFMAX 14-50R@48" AFF MAXPROVIDE1:4 LIFTS SPOTTING DISH 12'-6" CLEARHEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120COL - VLE10 AIRREELBOTTOM@ +8'AFF MO B I L E DE S K PARTSCART AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIR REEL@ 8'AFF TOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHEST PARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCART TOOLCHESTTOOLCHEST E810 E810 E1 1 3 P1 4 0 P14 0 P14 0 GR A P H I C GR A P H I C F40 2 F4 0 2 F40 2 F4 0 2 F40 4 F2 0 7 F40 2 F4 0 2 F40 2 F4 0 2 F2 0 7 F4 0 2 F40 2 F4 0 2 F40 2 F20 7 F4 0 2 F40 2 F4 0 2 F40 2 F20 7 F40 2 F4 0 2 F40 2 F40 2 F2 0 7 F40 2 F4 0 2 F40 2 F40 2 F2 0 7 F2 0 8 F4 0 4 F40 4 F20 8 F4 0 4 F40 4 F20 8 F4 0 4 F40 4 F20 8 F40 4 F40 4 F20 8 F40 4 F4 0 4 F20 8 F40 4 GRAPHIC EYEWASH FIRSTAIDKIT BLOODBORNPATHKIT AEDPACKAGE RESCUEHOOK M2 3 7 SE200 - SCISSOR LIFT COL - DX77 208/220V WORKBAY - COLWORKBAY - COL CONTROL JOINTS:8" CLEAR AROUND BASEPLATES 5-20R QUAD @+48"AFFMAX 30AMPMOTORSTARTER @+48" AFF MAX 14-50R@48" AFF MAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLEAR HEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120 COL - VLE10 AIRREELBOTTOM@ +8'AFF MO B I L E DE S K SE200 - SCISSOR LIFT COL - DX77 208/220V WORKBAY - COLWORKBAY - COL CONTROL JOINTS:8" CLEAR AROUND BASEPLATES 5-20R QUAD @+48"AFFMAX 30AMPMOTORSTARTER @+48" AFF MAX 14-50R @48" AFF MAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLEAR HEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120 COL - VLE10 AIRREELBOTTOM@ +8'AFF PARTSCART UNISTRUTUNISTRUT AIRREEL@ 8'AFF UNISTRUTUNISTRUT AIRREEL@ 8'AFF UNISTRUT AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF PARTSCARTPARTSCARTPARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART MO B I L E DE S K TOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHEST F814 WORKBAY - COLWORKBAY - COL MO B I L E DE S K UNISTRUT PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART TOOLCHESTTOOLCHESTTOOLCHESTTOOLCHEST F998 VID M A R CA B I N E T F998 F998 UNISTRUT F33 5 F206 E608 F33 5 BU M P E R R A C K BINCABINET BU M P E R R A C K BU M P E R R A C K BU M P E R R A C K SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H GR I D WA L L GR I D WA L L SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'HSHELFD7'HSHELFD7'HSHELFD7'HSHELFD7'HSHELFD7'H PALLET RACK -10'H VID M A R CA B I N E T PALLET RACK -10'H PALLET RACK -10'H F20 6 E60 8 F20 6 E60 8 PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H BINCABINET GRIDWALLGRIDWALLGRIDWALLGRIDWALL PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T F405 F124 F405 F405 F405 SE330 SINGLE COLUMN FLOOR MOUNT SE320ALIGNMENT RACK KEEP 2 CAR LENGTHS INFRONT P14 0 PREP BAY - COLPREP BAY - COLPREP BAY - COL F812-A F812-B F812-C GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H VID M A R CA B I N E T SHELFD7'H SHELFD7'H VIDMARCABINET VIDMARCABINET SE200 - SCISSOR LIFT COL - DX77 208/220V AIRREEL@ 8'AFF AIR REEL@ 8'AFF CONTROL JOINTS:8" CLEAR AROUND BASEPLATES 5-20RQUAD @+48"AFFMAX 30 AMPMOTORSTARTER@+48" AFF MAX 14-50R @48" AFF MAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLEAR HEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120 COL - VLE10 AIRREELBOTTOM@ +8'AFF AIRREEL@ 8'AFF UNISTRUT TOOLCHESTTOOLCHEST AIRREEL@ 8'AFF TOOLCHESTTOOLCHEST AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC WASTE 20 RECYCLING 20 WASTE 20 RECYCLING 20 LEGEND: 3 C2.1 TR U C K T U R N P L A N 1" = 30'scale 30 0 30 feet 60 COPYRIGHT © BKF ENGINEERS 2026 8 TE S L A C O L L I S I O N C E N T E R AP N 9 4 1 - 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VLE10 AIRREELBOTTOM@ +8'AFF MO B I L E DE S K SE200 - SCISSOR LIFTCOL - DX77 208/220V WORKBAY - COL WORKBAY - COL CONTROL JOINTS:8" CLEAR AROUNDBASEPLATES 5-20RQUAD @+48"AFFMAX 30AMPMOTORSTARTER@+48" AFFMAX 14-50R@48" AFF MAXPROVIDE1:4 LIFTS SPOTTING DISH 12'-6" CLEARHEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120COL - VLE10 AIRREELBOTTOM@ +8'AFF MO B I L E DE S K PARTSCART AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIR REEL@ 8'AFF TOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHEST PARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCART TOOLCHESTTOOLCHEST E810 E810 E1 1 3 P1 4 0 P14 0 P14 0 GR A P H I C GR A P H I C F40 2 F4 0 2 F40 2 F4 0 2 F40 4 F2 0 7 F40 2 F4 0 2 F40 2 F4 0 2 F2 0 7 F4 0 2 F40 2 F4 0 2 F40 2 F20 7 F4 0 2 F40 2 F4 0 2 F40 2 F20 7 F40 2 F4 0 2 F40 2 F40 2 F2 0 7 F40 2 F4 0 2 F40 2 F40 2 F2 0 7 F2 0 8 F4 0 4 F40 4 F20 8 F4 0 4 F40 4 F20 8 F4 0 4 F40 4 F20 8 F40 4 F40 4 F20 8 F40 4 F4 0 4 F20 8 F40 4 GRAPHIC EYEWASH FIRSTAIDKIT BLOODBORNPATHKIT AEDPACKAGE RESCUEHOOK M2 3 7 SE200 - SCISSOR LIFT COL - DX77 208/220V WORKBAY - COLWORKBAY - COL CONTROL JOINTS:8" CLEAR AROUND BASEPLATES 5-20R QUAD @+48"AFFMAX 30AMPMOTORSTARTER @+48" AFF MAX 14-50R@48" AFF MAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLEAR HEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120 COL - VLE10 AIRREELBOTTOM@ +8'AFF MO B I L E DE S K SE200 - SCISSOR LIFT COL - DX77 208/220V WORKBAY - COLWORKBAY - COL CONTROL JOINTS:8" CLEAR AROUND BASEPLATES 5-20R QUAD @+48"AFFMAX 30AMPMOTORSTARTER @+48" AFF MAX 14-50R @48" AFF MAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLEAR HEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120 COL - VLE10 AIRREELBOTTOM@ +8'AFF PARTSCART UNISTRUTUNISTRUT AIRREEL@ 8'AFF UNISTRUTUNISTRUT AIRREEL@ 8'AFF UNISTRUT AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF PARTSCARTPARTSCARTPARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART MO B I L E DE S K TOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHEST F814 WORKBAY - COLWORKBAY - COL MO B I L E DE S K UNISTRUT PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART TOOLCHESTTOOLCHESTTOOLCHESTTOOLCHEST F998 VID M A R CA B I N E T F998 F998 UNISTRUT F33 5 F206 E608 F33 5 BU M P E R R A C K BINCABINET BU M P E R R A C K BU M P E R R A C K BU M P E R R A C K SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H GR I D WA L L GR I D WA L L SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'HSHELFD7'HSHELFD7'HSHELFD7'HSHELFD7'HSHELFD7'H PALLET RACK -10'H VID M A R CA B I N E T PALLET RACK -10'H PALLET RACK -10'H F20 6 E60 8 F20 6 E60 8 PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H BINCABINET GRIDWALLGRIDWALLGRIDWALLGRIDWALL PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T F405 F124 F405 F405 F405 SE330 SINGLE COLUMN FLOOR MOUNT SE320ALIGNMENT RACK KEEP 2 CAR LENGTHS INFRONT P14 0 PREP BAY - COLPREP BAY - COLPREP BAY - COL F812-A F812-B F812-C GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H VID M A R CA B I N E T SHELFD7'H SHELFD7'H VIDMARCABINET VIDMARCABINET SE200 - SCISSOR LIFT COL - DX77 208/220V AIRREEL@ 8'AFF AIR REEL@ 8'AFF CONTROL JOINTS:8" CLEAR AROUND BASEPLATES 5-20RQUAD @+48"AFFMAX 30 AMPMOTORSTARTER@+48" AFF MAX 14-50R @48" AFF MAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLEAR HEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120 COL - VLE10 AIRREELBOTTOM@ +8'AFF AIRREEL@ 8'AFF UNISTRUT TOOLCHESTTOOLCHEST AIRREEL@ 8'AFF TOOLCHESTTOOLCHEST AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC WASTE 20 RECYCLING 20 WASTE 20 RECYCLING 20 LEGEND: 4 C2.2 TR U C K T U R N P L A N 1" = 30'scale 30 0 30 feet 60 COPYRIGHT © BKF ENGINEERS 2026 8 TE S L A C O L L I S I O N C E N T E R AP N 9 4 1 - 1 4 0 0 - 0 0 7 - 0 0 64 5 0 D U B L I N C O U R T , D U B L I N , C A L I F O R N I A 0 5 / 1 9 / 2 0 2 6 NO T F O R C O N S T R U C T I O N PR E L I M I N A R Y DA T E : BK F E N G I N E E R S 79 0 1 S T O N E R I D G E D R I V E SU I T E 3 6 0 PL E A S A N T O N , C A 9 4 5 8 8 (9 2 5 ) 3 9 6 - 7 7 0 0 ww w . b k f . c o m TCCD - C2.1_TRUCK.dwgPl o t M a y 1 9 , 2 0 2 6 a t 5 : 0 0 p m 53 6450 DUBLIN COURT M611CREDENZA GR A P H I C GR A P H I C M125 SERVICE ADVISOR BAR HEIGHT M127SERVICEADVISORADA F336 F336 F335 & E 6 0 7 F3 1 6 F3 1 7 & E 6 0 7 F3 1 6 F315 & E 6 0 7 F31 6 F31 7 & E 6 0 7 F31 6 F120 F120 F120 F120 F12 5 F125 GR A P H I C F33 0 F3 3 0 F330 F330 SE623 FORKLIFT PALLETPALLET PALLET PALLET PS-142 HVPACK PS - 1 4 4 WIN D S H I E L D BO X SE 5 7 0 KA E S E R 1 5 H P 208 V SE 5 7 0 KA E S E R 1 5 H P 20 8 V PAINTCABINETPAINTCABINETPAINTCABINET FLAMMABLESTORAGECABINET FLAMMABLESTORAGECABINET PAINT PALLET SPI L L PA L L E T GA Y L O R D BO X GA Y L O R D BO X SP I L L PA L L E T NEW MAT.PALLET EYEWASH FIRSTAIDKIT BLOODBORNPATHKIT AEDPACKAGERESCUEHOOK PS- 1 4 4 WIN D S H I E L D BO X PAINTCARTPAINTCARTPAINTCARTPAINTCARTPAINTCARTPAINTCARTPAINTCARTPAINTCART PAINTCART F8 1 2 - A F8 1 2 - B F8 1 2 - C PR E P B A Y - C O L PR E P B A Y - C O L UNISTRUT AIRREEL@ 8'AFF AIRRE E L @ 8 ' AFF PR E P B A Y - C O L PR E P B A Y - C O L PR E P B A Y - C O L PR E P B A Y - C O L PR E P B A Y - C O L PR E P B A Y - C O L DE T A I L B A Y - C O L WASHBAY AIRRE E L @ 8 ' AFF AIRREE L @ 8 ' AF F DE T A I L B A Y - C O L CO O L I N G B A Y - C O L CO O L I N G B A Y - C O L UNISTRUT UNISTRUT AIRREEL@ 8' AFF AIRRE E L @ 8 ' AF F UNISTRUT AIRREEL@ 8'AFF AIRRE E L @ 8 ' AF F F998 F998 F998 F998 WA S H B A Y WA S H B A Y WASTE 20 RECYCLING 20 F3 3 5 F706FILINGCABINET F709STORAGECABINET F3 3 5 F33 5 F3 3 5 F3 3 5 F3 3 5 F706FILINGCABINET F3 3 5 F3 3 5 F33 5 F3 3 5 F708 GRAPHICGRAPHIC F2 0 6 E6 0 8 F2 0 6 E6 0 8 F2 0 6 E6 0 8 F20 6 E60 8 F2 0 6 E6 0 8 F2 0 6 E6 0 8 F2 0 6 E6 0 8 F2 0 6 E6 0 8 F20 6 E60 8 F2 0 6 E6 0 8 SE200 - SCISSOR LIFTCOL - DX77 208/220V WORKBAY - COL WORKBAY - COL CONTROL JOINTS:8" CLEAR AROUNDBASEPLATES 5-20RQUAD @+48"AFFMAX 30AMPMOTORSTARTER@+48" AFFMAX 14-50R@48" AFF MAXPROVIDE1:4 LIFTS SPOTTING DISH 12'-6" CLEARHEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120COL - VLE10 AIRREELBOTTOM@ +8'AFF MO B I L E DE S K SE200 - SCISSOR LIFTCOL - DX77 208/220V WORKBAY - COL WORKBAY - COL CONTROL JOINTS:8" CLEAR AROUNDBASEPLATES 5-20RQUAD @+48"AFFMAX 30AMPMOTORSTARTER@+48" AFFMAX 14-50R@48" AFF MAXPROVIDE1:4 LIFTS SPOTTING DISH 12'-6" CLEARHEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120COL - VLE10 AIRREELBOTTOM@ +8'AFF MO B I L E DE S K PARTSCART AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIR REEL@ 8'AFF TOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHEST PARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCART TOOLCHESTTOOLCHEST E810 E810 E1 1 3 P1 4 0 P14 0 P14 0 GR A P H I C GR A P H I C F40 2 F4 0 2 F40 2 F4 0 2 F40 4 F2 0 7 F40 2 F4 0 2 F40 2 F4 0 2 F2 0 7 F4 0 2 F40 2 F4 0 2 F40 2 F20 7 F4 0 2 F40 2 F4 0 2 F40 2 F20 7 F40 2 F4 0 2 F40 2 F40 2 F2 0 7 F40 2 F4 0 2 F40 2 F40 2 F2 0 7 F2 0 8 F4 0 4 F40 4 F20 8 F4 0 4 F40 4 F20 8 F4 0 4 F40 4 F20 8 F40 4 F40 4 F20 8 F40 4 F4 0 4 F20 8 F40 4 GRAPHIC EYEWASH FIRSTAIDKIT BLOODBORNPATHKIT AEDPACKAGE RESCUEHOOK M2 3 7 SE200 - SCISSOR LIFT COL - DX77 208/220V WORKBAY - COLWORKBAY - COL CONTROL JOINTS:8" CLEAR AROUND BASEPLATES 5-20R QUAD @+48"AFFMAX 30AMPMOTORSTARTER @+48" AFF MAX 14-50R@48" AFF MAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLEAR HEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120 COL - VLE10 AIRREELBOTTOM@ +8'AFF MO B I L E DE S K SE200 - SCISSOR LIFT COL - DX77 208/220V WORKBAY - COLWORKBAY - COL CONTROL JOINTS:8" CLEAR AROUND BASEPLATES 5-20R QUAD @+48"AFFMAX 30AMPMOTORSTARTER @+48" AFF MAX 14-50R @48" AFF MAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLEAR HEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120 COL - VLE10 AIRREELBOTTOM@ +8'AFF PARTSCART UNISTRUTUNISTRUT AIRREEL@ 8'AFF UNISTRUTUNISTRUT AIRREEL@ 8'AFF UNISTRUT AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF PARTSCARTPARTSCARTPARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART MO B I L E DE S K TOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHEST F814 WORKBAY - COLWORKBAY - COL MO B I L E DE S K UNISTRUT PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART TOOLCHESTTOOLCHESTTOOLCHESTTOOLCHEST F998 VID M A R CA B I N E T F998 F998 UNISTRUT F33 5 F206 E608 F33 5 BU M P E R R A C K BINCABINET BU M P E R R A C K BU M P E R R A C K BU M P E R R A C K SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H GR I D WA L L GR I D WA L L SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'HSHELFD7'HSHELFD7'HSHELFD7'HSHELFD7'HSHELFD7'H PALLET RACK -10'H VID M A R CA B I N E T PALLET RACK -10'H PALLET RACK -10'H F20 6 E60 8 F20 6 E60 8 PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H BINCABINET GRIDWALLGRIDWALLGRIDWALLGRIDWALL PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T F405 F124 F405 F405 F405 SE330 SINGLE COLUMN FLOOR MOUNT SE320ALIGNMENT RACK KEEP 2 CAR LENGTHS INFRONT P14 0 PREP BAY - COLPREP BAY - COLPREP BAY - COL F812-A F812-B F812-C GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L GR I D WA L L SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H VID M A R CA B I N E T SHELFD7'H SHELFD7'H VIDMARCABINET VIDMARCABINET SE200 - SCISSOR LIFT COL - DX77 208/220V AIRREEL@ 8'AFF AIR REEL@ 8'AFF CONTROL JOINTS:8" CLEAR AROUND BASEPLATES 5-20RQUAD @+48"AFFMAX 30 AMPMOTORSTARTER@+48" AFF MAX 14-50R @48" AFF MAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLEAR HEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120 COL - VLE10 AIRREELBOTTOM@ +8'AFF AIRREEL@ 8'AFF UNISTRUT TOOLCHESTTOOLCHEST AIRREEL@ 8'AFF TOOLCHESTTOOLCHEST AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC E244 WALL CONNECTOR F890 WC WASTE 20 RECYCLING 20 WASTE 20 RECYCLING 20 EX I S T I N G C R E E K FF 333.70 BIORETENTION PLANTER TTS 326.73 DUBLIN COURT INTE R S T A T E 5 8 0 LEGEND: NOTES: PRELIMINARY CUT/FILL CALCULATION: ABBREVIATIONS: 5 C3.0 PR E L I M I N A R Y G R A D I N G & D R A I N A G E P L A N 1" = 30'scale 30 0 30 feet 60 COPYRIGHT © BKF ENGINEERS 2026 8 TE S L A C O L L I S I O N C E N T E R AP N 9 4 1 - 1 4 0 0 - 0 0 7 - 0 0 64 5 0 D U B L I N C O U R T , D U B L I N , C A L I F O R N I A 0 5 / 1 9 / 2 0 2 6 NO T F O R C O N S T R U C T I O N PR E L I M I N A R Y DA T E : BK F E N G I N E E R S 79 0 1 S T O N E R I D G E D R I V E SU I T E 3 6 0 PL E A S A N T O N , C A 9 4 5 8 8 (9 2 5 ) 3 9 6 - 7 7 0 0 ww w . b k f . c o m TCCD - C3.0_GD.dwgPl o t M a y 1 9 , 2 0 2 6 a t 5 : 0 0 p m 54 ABBREVIATIONS: LEGEND: NOTES: 6450 DUBLIN COURT M611CREDENZA GR A P H I C GR A P H I C M125 SERVICE ADVISOR BAR HEIGHT M127SERVICEADVISORADA F336 F336 F335 & E 6 0 7 F3 1 6 F3 1 7 & E 6 0 7 F3 1 6 F315 & E 6 0 7 F31 6 F31 7 & E 6 0 7 F31 6 F120 F120 F120 F120 F12 5 F125 GR A P H I C F33 0 F3 3 0 F330 F330 SE623 FORKLIFT PALLETPALLET PALLET PALLET PS-142 HVPACK PS - 1 4 4 WIN D S H I E L D BO X SE 5 7 0 KA E S E R 1 5 H P 208 V SE 5 7 0 KA E S E R 1 5 H P 20 8 V PAINTCABINETPAINTCABINETPAINTCABINET FLAMMABLESTORAGECABINET FLAMMABLESTORAGECABINET PAINT PALLET SPI L L PA L L E T GA Y L O R D BO X GA Y L O R D BO X SP I L L PA L L E T NEW MAT.PALLET EYEWASH FIRSTAIDKIT BLOODBORNPATHKIT AEDPACKAGERESCUEHOOK PS- 1 4 4 WIN D S H I E L D BO X PAINTCARTPAINTCARTPAINTCARTPAINTCARTPAINTCARTPAINTCARTPAINTCARTPAINTCART PAINTCART F8 1 2 - A F8 1 2 - B F8 1 2 - C PR E P B A Y - C O L PR E P B A Y - C O L UNISTRUT AIRREEL@ 8'AFF AIRRE E L @ 8 ' AFF PR E P B A Y - C O L PR E P B A Y - C O L PR E P B A Y - C O L PR E P B A Y - C O L PR E P B A Y - C O L PR E P B A Y - C O L DE T A I L B A Y - C O L WASHBAY AIRRE E L @ 8 ' AFF AIRREE L @ 8 ' AF F DE T A I L B A Y - C O L CO O L I N G B A Y - C O L CO O L I N G B A Y - C O L UNISTRUT UNISTRUT AIRREEL@ 8' AFF AIRRE E L @ 8 ' AF F UNISTRUT AIRREEL@ 8'AFF AIRRE E L @ 8 ' AF F F998 F998 F998 F998 WA S H B A Y WA S H B A Y WASTE 20 RECYCLING 20 F3 3 5 F706FILINGCABINET F709STORAGECABINET F3 3 5 F33 5 F3 3 5 F3 3 5 F3 3 5 F706FILINGCABINET F3 3 5 F3 3 5 F33 5 F3 3 5 F708 GRAPHICGRAPHIC F2 0 6 E6 0 8 F2 0 6 E6 0 8 F2 0 6 E6 0 8 F20 6 E60 8 F2 0 6 E6 0 8 F2 0 6 E6 0 8 F2 0 6 E6 0 8 F2 0 6 E6 0 8 F20 6 E60 8 F2 0 6 E6 0 8 SE200 - SCISSOR LIFTCOL - DX77 208/220V WORKBAY - COL WORKBAY - COL CONTROL JOINTS:8" CLEAR AROUNDBASEPLATES 5-20RQUAD @+48"AFFMAX 30AMPMOTORSTARTER@+48" AFFMAX 14-50R@48" AFF MAXPROVIDE1:4 LIFTS SPOTTING DISH 12'-6" CLEARHEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120COL - VLE10 AIRREELBOTTOM@ +8'AFF MO B I L E DE S K SE200 - SCISSOR LIFTCOL - DX77 208/220V WORKBAY - COL WORKBAY - COL CONTROL JOINTS:8" CLEAR AROUNDBASEPLATES 5-20RQUAD @+48"AFFMAX 30AMPMOTORSTARTER@+48" AFFMAX 14-50R@48" AFF MAXPROVIDE1:4 LIFTS SPOTTING DISH 12'-6" CLEARHEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120COL - VLE10 AIRREELBOTTOM@ +8'AFF MO B I L E DE S K PARTSCART AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIR REEL@ 8'AFF TOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHEST PARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCARTPARTSCART TOOLCHESTTOOLCHEST E810 E810 E1 1 3 P1 4 0 P14 0 P14 0 GR A P H I C GR A P H I C F40 2 F4 0 2 F40 2 F4 0 2 F40 4 F2 0 7 F40 2 F4 0 2 F40 2 F4 0 2 F2 0 7 F4 0 2 F40 2 F4 0 2 F40 2 F20 7 F4 0 2 F40 2 F4 0 2 F40 2 F20 7 F40 2 F4 0 2 F40 2 F40 2 F2 0 7 F40 2 F4 0 2 F40 2 F40 2 F2 0 7 F2 0 8 F4 0 4 F40 4 F20 8 F4 0 4 F40 4 F20 8 F4 0 4 F40 4 F20 8 F40 4 F40 4 F20 8 F40 4 F4 0 4 F20 8 F40 4 GRAPHIC EYEWASH FIRSTAIDKIT BLOODBORNPATHKIT AEDPACKAGE RESCUEHOOK M2 3 7 SE200 - SCISSOR LIFT COL - DX77 208/220V WORKBAY - COLWORKBAY - COL CONTROL JOINTS:8" CLEAR AROUND BASEPLATES 5-20R QUAD @+48"AFFMAX 30AMPMOTORSTARTER @+48" AFF MAX 14-50R@48" AFF MAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLEAR HEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120 COL - VLE10 AIRREELBOTTOM@ +8'AFF MO B I L E DE S K SE200 - SCISSOR LIFT COL - DX77 208/220V WORKBAY - COLWORKBAY - COL CONTROL JOINTS:8" CLEAR AROUND BASEPLATES 5-20R QUAD @+48"AFFMAX 30AMPMOTORSTARTER @+48" AFF MAX 14-50R @48" AFF MAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLEAR HEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120 COL - VLE10 AIRREELBOTTOM@ +8'AFF PARTSCART UNISTRUTUNISTRUT AIRREEL@ 8'AFF UNISTRUTUNISTRUT AIRREEL@ 8'AFF UNISTRUT AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF PARTSCARTPARTSCARTPARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART MO B I L E DE S K TOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHEST F814 WORKBAY - 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1 4 0 0 - 0 0 7 - 0 0 64 5 0 D U B L I N C O U R T , D U B L I N , C A L I F O R N I A 0 5 / 1 9 / 2 0 2 6 NO T F O R C O N S T R U C T I O N PR E L I M I N A R Y DA T E : BK F E N G I N E E R S 79 0 1 S T O N E R I D G E D R I V E SU I T E 3 6 0 PL E A S A N T O N , C A 9 4 5 8 8 (9 2 5 ) 3 9 6 - 7 7 0 0 ww w . b k f . c o m TCCD - C4.0_UT.dwgPl o t M a y 1 9 , 2 0 2 6 a t 5 : 0 0 p m 55 DMA-1 IMP-1 6450 DUBLIN COURT M611CREDENZA GR A P H I C GR A P H I C M125 SERVICE ADVISOR BAR HEIGHT M127SERVICEADVISORADA F336 F336 F335 & E 6 0 7 F3 1 6 F3 1 7 & E 6 0 7 F3 1 6 F315 & E 6 0 7 F31 6 F31 7 & E 6 0 7 F31 6 F120 F120 F120 F120 F12 5 F125 GR A P H I C F33 0 F3 3 0 F330 F330 SE623 FORKLIFT PALLETPALLET PALLET PALLET PS-142 HVPACK PS - 1 4 4 WIN D S H I E L D BO X SE 5 7 0 KA E S E R 1 5 H P 208 V SE 5 7 0 KA E S E R 1 5 H P 20 8 V PAINTCABINETPAINTCABINETPAINTCABINET FLAMMABLESTORAGECABINET FLAMMABLESTORAGECABINET PAINT PALLET SPI L L PA L L E T GA Y L O R D BO X GA Y L O R D BO X SP I L L PA L L E T NEW MAT.PALLET EYEWASH FIRSTAIDKIT BLOODBORNPATHKIT AEDPACKAGERESCUEHOOK PS- 1 4 4 WIN D S H I E L D BO X PAINTCARTPAINTCARTPAINTCARTPAINTCARTPAINTCARTPAINTCARTPAINTCARTPAINTCART PAINTCART F8 1 2 - 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SCISSOR LIFT COL - DX77 208/220V WORKBAY - COLWORKBAY - COL CONTROL JOINTS:8" CLEAR AROUND BASEPLATES 5-20R QUAD @+48"AFFMAX 30AMPMOTORSTARTER @+48" AFF MAX 14-50R@48" AFF MAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLEAR HEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120 COL - VLE10 AIRREELBOTTOM@ +8'AFF MO B I L E DE S K SE200 - SCISSOR LIFT COL - DX77 208/220V WORKBAY - COLWORKBAY - COL CONTROL JOINTS:8" CLEAR AROUND BASEPLATES 5-20R QUAD @+48"AFFMAX 30AMPMOTORSTARTER @+48" AFF MAX 14-50R @48" AFF MAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLEAR HEIGHT MA X A G A I N S T WA L L MA X A G A I N S T WA L L SE120 COL - VLE10 AIRREELBOTTOM@ +8'AFF PARTSCART UNISTRUTUNISTRUT AIRREEL@ 8'AFF UNISTRUTUNISTRUT AIRREEL@ 8'AFF UNISTRUT AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF PARTSCARTPARTSCARTPARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART MO B I L E DE S K TOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHESTTOOLCHEST F814 WORKBAY - COLWORKBAY - COL MO B I L E DE S K UNISTRUT PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART TOOLCHESTTOOLCHESTTOOLCHESTTOOLCHEST F998 VID M A R CA B I N E T F998 F998 UNISTRUT F33 5 F206 E608 F33 5 BU M P E R R A C K BINCABINET BU M P E R R A C K BU M P E R R A C K BU M P E R R A C K SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H GR I D WA L L GR I D WA L L SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'HSHELFD7'HSHELFD7'HSHELFD7'HSHELFD7'HSHELFD7'H PALLET RACK -10'H VID M A R CA B I N E T PALLET RACK -10'H PALLET RACK -10'H F20 6 E60 8 F20 6 E60 8 PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H PALLET RACK -10'H BINCABINET GRIDWALLGRIDWALLGRIDWALLGRIDWALL PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T PA R T S CA R T F405 F124 F405 F405 F405 SE330 SINGLE COLUMN FLOOR MOUNT SE320ALIGNMENT RACK KEEP 2 CAR LENGTHS INFRONT P14 0 PREP BAY - 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1 4 0 0 - 0 0 7 - 0 0 64 5 0 D U B L I N C O U R T , D U B L I N , C A L I F O R N I A 0 5 / 1 9 / 2 0 2 6 NO T F O R C O N S T R U C T I O N PR E L I M I N A R Y DA T E : BK F E N G I N E E R S 79 0 1 S T O N E R I D G E D R I V E SU I T E 3 6 0 PL E A S A N T O N , C A 9 4 5 8 8 (9 2 5 ) 3 9 6 - 7 7 0 0 ww w . b k f . c o m TCCD - C5.0_SWCP.dwgPl o t M a y 1 9 , 2 0 2 6 a t 5 : 0 0 p m 56 8 C5.1 PR E L I M I N A R Y S T O R M W A T E R C O N T R O L DE T A I L S A N D C A L C U L A T I O N S COPYRIGHT © BKF ENGINEERS 2026 8 TE S L A C O L L I S I O N C E N T E R AP N 9 4 1 - 1 4 0 0 - 0 0 7 - 0 0 64 5 0 D U B L I N C O U R T , D U B L I N , C A L I F O R N I A 0 5 / 1 9 / 2 0 2 6 NO T F O R C O N S T R U C T I O N PR E L I M I N A R Y DA T E : BK F E N G I N E E R S 79 0 1 S T O N E R I D G E D R I V E SU I T E 3 6 0 PL E A S A N T O N , C A 9 4 5 8 8 (9 2 5 ) 3 9 6 - 7 7 0 0 ww w . b k f . c o m TCCD - C5.0_SWCP.dwgPl o t M a y 1 9 , 2 0 2 6 a t 4 : 5 9 p m 57 6450 D U B L I N C O U R T 6450 D U B L I N C O U R T N0 7 ° 5 5 ' 0 1 " W 4 8 4 . 3 9 ' SD EV READY ( 9 ) EV CAPAB L E ( 8 ) FH BF PPIV FH CR E E K EX I S T I N G INTERSTATE 580 DUBLIN C O U R T INTERSTATE 580 DUMPSTER 30 YD DUMPSTER 30 YD PA R K I N G NO PA R K I N G NO PARCEL 1 [200 PM 50-51] PARCEL B [107 PM 51] CITY OF DUBLIN LAND OF AL A M E D A C O U N T Y F L O O D C O N T R O L LA N D O F ALAME D A C O U N T Y F L O O D C O N T R O L EV EB EB EB EB EV DWY DWY DWY TE TE S S S TB TB CTV TB CTV 2"GAS SS C O SS C O SSCO SSCO M611 CREDENZA GR A P H I C GR A P H I C M125 SERVICE A D V I S O R B A R H E I G H T M127SERVICE ADVISOR A D A F336 F336 F335 & E 6 0 7 F31 6 F31 7 & E 6 0 7 F31 6 F315 & E 6 0 7 F31 6 F31 7 & E 6 0 7 F31 6 F120 F120 F120 F120 F12 5 F125 GR A P H I C F33 0 F33 0 F330 F330 SE623 FORKLIFT PALLET PALLET PALLET PALLET PS-142 HV PACK PS - 1 4 4 WIN D S H I E L D BO X SE5 7 0 KAE S E R 1 5 H P 2 0 8 V SE 5 7 0 KAE S E R 1 5 H P 2 0 8 V PAINTCABINET PAINTCABINET PAINTCABINET FLAMMAB L E STORAGECABINET FLAMMABL E STORAGECABINET PAINT PA L L E T SP I L L P A L L E T GAY L O R D B O X GAY L O R D B O X SP I L L P A L L E T NEW MAT. P A L L E T EYEWASH FIRSTAIDKITBLOODBORNPATH KITAEDPACKAGERESCUEHOOK PS- 1 4 4 WIN D S H I E L D BO X PAINTCART PAINTCART PAINTCART PAINTCART PAINTCART PAINTCART PAINTCART PAINTCART PAINTCART F81 2 - A F81 2 - B F81 2 - C PR E P B A Y - C O L PR E P B A Y - C O L UNISTRUT AIR REEL AIR R E E L PR E P B A Y - C O L PR E P B A Y - C O L PR E P B A Y - C O L PR E P B A Y - C O L PR E P B A Y - C O L PRE P B A Y - C O L DE T A I L B A Y - C O L WASHBAY AIR R E E L AIR R E E L DE T A I L B A Y - C O L COO L I N G B A Y - C O L COO L I N G B A Y - C O L UNISTRUT UNISTRUT AIR REEL AIR R E E L UNISTRUT AIR REEL AIR R E E L F998 F998 F998 F998 WAS H B A Y WA S H B A Y WASTE 20 RECYCLIN G 20 F33 5 F706FILINGCABINET F709STORAGECABINET F33 5 F33 5 F33 5 F33 5 F33 5 F706FILINGCABINET F33 5 F33 5 F33 5 F33 5 F708 GRAPHIC GRAPHIC F20 6 E60 8 F20 6 E60 8 F20 6 E60 8 F20 6 E60 8 F20 6 E60 8 F20 6 E60 8 F20 6 E60 8 F20 6 E60 8 F20 6 E60 8 F20 6 E60 8 SE200 - SC I S S O R L I F T COL - DX 7 7 208/ 220V WORKBAY - C O L WORKBAY - C O L CONTROL J O I N T S : 8" CLEAR A R O U N D B A S E P L A T E S 5-20RQUAD @+ 4 8 " AFF MAX 30 AMPMOTORSTARTER 14-50R PROVIDE1:4 LIFTS SPOTTING D I S H 12'-6" CLE A R H E I G H T MAX A G A I N S T W A L L MAX A G A I N S T W A L L SE120COL - VLE 1 0 AIR REELBOTTOM MOB I L E D E S K SE200 - SC I S S O R L I F T COL - DX 7 7 208/ 220V WORKBAY - C O L WORKBAY - C O L CONTROL J O I N T S : 8" CLEAR A R O U N D B A S E P L A T E S 5-20RQUAD @+48 "AFF MAX 30 AMPMOTORSTARTER 14-50R PROVIDE1:4 LIFTS SPOTTING D I S H 12'-6" CLE A R H E I G H T MAX A G A I N S T W A L L MAX A G A I N S T W A L L SE120COL - VLE 1 0 AIR REELBOTTOM MOB I L E D E S K PARTSCART AIR REEL AIR REEL AIR REEL AIR REEL AIR REEL TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART TOOLCHEST TOOLCHEST E810 E810 E11 3 P14 0 P14 0 P14 0 GR A P H I C GRA P H I C F40 2 F40 2 F40 2 F40 2 F40 4 F20 7 F40 2 F40 2 F40 2 F40 2 F20 7 F40 2 F40 2 F40 2 F40 2 F20 7 F40 2 F40 2 F40 2 F40 2 F20 7 F40 2 F40 2 F40 2 F40 2 F20 7 F40 2 F40 2 F40 2 F40 2 F20 7 F20 8 F40 4 F40 4 F20 8 F40 4 F40 4 F20 8 F40 4 F40 4 F20 8 F40 4 F40 4 F20 8 F40 4 F40 4 F20 8 F40 4 GRAPHIC EYEWASH FIRSTAIDKIT BLOODBORNPATH KIT AEDPACKAGE RESCUEHOOK M23 7 SE200 - SC I S S O R L I F T COL - DX7 7 208/ 220V WORKBAY - C O L WORKBAY - C O L CONTROL J O I N T S : 8" CLEAR A R O U N D B A S E P L A T E S 5-20R QUAD @+ 4 8 " AFF MAX 30 AMP MOTORSTARTER 14-50R PROVIDE1:4 LIFTS SPOTTING D I S H 12'-6" CLE A R H E I G H T MAX A G A I N S T W A L L MAX A G A I N S T W A L L SE120 COL - VLE 1 0 AIR REEL BOTTOM MOB I L E D E S K SE200 - S C I S S O R L I F T COL - DX 7 7 208/ 220V WORKBAY - C O L WORKBA Y - C O L CONTROL J O I N T S : 8" CLEAR A R O U N D B A S E P L A T E S 5-20R QUAD @+48 "AFF MAX 30 AMP MOTORSTARTER 14-50R PROVIDE1:4 LIFTS SPOTTING D I S H 12'-6" CLE A R H E I G H T MAX A G A I N S T W A L L MAX A G A I N S T W A L L SE120 COL - VLE 1 0 AIR REEL BOTTOM PARTSCART UNISTRUT UNISTRUT AIR REEL UNISTRUT UNISTRUT AIR REEL UNISTRUT AIR REEL AIR REEL AIR REEL PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART MOB I L E D E S K TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST F814 WORKBAY - C O L WORKBA Y - C O L MO B I L E D E S K UNISTRUT PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST F998 VID M A R CAB I N E T F998 F998 UNISTRUT F33 5 F206E608 F33 5 BUM P E R R A C K BINCABINET BUM P E R R A C K BUM P E R R A C K BUM P E R R A C K SHELF B ADDER7'HSHELF B ADDER7'HSHELF B ADDER7'HSHELF B ADDER7'HSHELF B ADDER7'HSHELF B ADDER7'HSHELF B ADDER7'H SHELF B ADDER7'HSHELF B ADDER7'HSHELF B ADDER7'HSHELF B ADDER7'HSHELF B ADDER7'HSHELF B ADDER7'HSHELF B ADDER7'H GRI D WAL L GRI D WAL L SHELF D 7'H SHELF D 7'H SHELF D 7'H SHELF D 7'H SHELF D 7'H SHELF D 7'H SHELF D 7'H SHELF D 7'H SHELF D 7'H SHELF D 7'H SHELF D 7'H SHELF D 7'H SHELF D 7'H SHELF D 7'H SHELF D 7'H SHELF D 7'H PALLET R A C K - 1 0 ' H VID M A R CAB I N E T PALLET RAC K - 1 0 ' H PALLET RA C K - 1 0 ' H F20 6 E60 8 F20 6 E60 8 PALLET RA C K - 1 0 ' H PALLET R A C K - 1 0 ' H PALLET RAC K - 1 0 ' H PALLET RAC K - 1 0 ' H PALLET RA C K - 1 0 ' H PALLET R A C K - 1 0 ' H PALLET R A C K - 1 0 ' H PALLET RAC K - 1 0 ' H PALLET RA C K - 1 0 ' H BIN CABINET GRIDWALLGRIDWALLGRIDWALLGRIDWALL PAR T S CAR T PAR T S CAR T PA R T S CAR T PAR T S CAR T PA R T S CAR T PAR T S CAR T PAR T S CAR T PA R T S CAR T PA R T S CAR T PAR T S CAR T PAR T S CAR T PA R T S CAR T PAR T S CAR T PA R T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PA R T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PA R T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PA R T S CAR T PA R T S CAR T PAR T S CAR T PAR T S CAR T PA R T S CAR T PAR T S CAR T PA R T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T F405 F124 F405 F405 F405 SE330SINGLE C O L U M NFLOOR M O U N T SE320ALIGNMEN T R A C K KEEP 2 CA R L E N G T H S I N F R O N T P14 0 PREP BA Y - C O L PREP BAY - C O L PREP BAY - C O L F812-A F812-B F812-C GRI D WA L L GRI D WA L L GRI D WAL L GRI D WAL L GR I D WAL L GRI D WAL L GRID WAL L GRID WAL L GR I D WAL L GR I D WAL L GRI D WA L L GRI D WA L L GRI D WAL L GRI D WAL L GRID WAL L GRI D WAL L GR I D WAL L GRID WAL L GRI D WAL L GRI D WAL L SHELF B ADDER7'HSHELF B ADDER7'HSHELF B ADDER7'H SHELF B ADDER7'HSHELF B ADDER7'HSHELF B ADDER7'H SHELF B ADDER7'H SHELF B ADDER7'H SHELF B ADDER7'H SHELF B ADDER7'H SHELF B ADDER7'H SHELF B ADDER7'H VID M A R CAB I N E T SHELF D 7'H SHELF D 7'H VIDMARCABINET VIDMARCABINET SE200 - S C I S S O R L I F T COL - DX 7 7 208/ 220V AIR REEL AIR REEL CONTROL J O I N T S : 8" CLEAR A R O U N D B A S E P L A T E S 5-20RQUAD @+48 "AFF MAX 30 AMPMOTORSTARTER 14-50R PROVIDE1:4 LIFTS SPOTTING D I S H 12'-6" CLEA R H E I G H T MAX A G A I N S T W A L L MAX A G A I N S T W A L L SE120 COL - VLE1 0 AIR REEL BOTTOM AIR REEL UNISTRUT TOOLCHEST TOOLCHEST AIR REEL TOOLCHEST TOOLCHEST AIR REEL AIR REEL AIR REEL WASTE 20 RECYCLING 20 WASTE 20 RECYCLIN G 20 3 5 6 B C 7 8 4 1 2 A 9 L210 MH: 25 L210 MH: 25 L210 MH: 25 L210 MH: 25 L210 MH: 25 L210 MH: 25L210 MH: 25 L210 MH: 25 L210 MH: 25 L174 MH: 15 L174 MH: 15 L174 MH: 15 L174 MH: 15 L210 MH: 25 L210 MH: 25 L210 MH: 25 L210 MH: 25 L210 MH: 25 L210 MH: 25 L210 MH: 25 L174 MH: 15 L174 MH: 15 L174 MH: 15 L210 MH: 25 L210 MH: 25 L210 MH: 25 L210 MH: 25 L210 MH: 25 L210 MH: 25 L210 MH: 25 L210 MH: 25 L210 MH: 25 L210 MH: 25 L210 MH: 25 L210 MH: 25 L210 MH: 25 1.8 2.5 3.5 4.4 4.8 4.5 3.7 3.6 4.3 4.7 4.7 3.7 2.7 2.2 2.5 2.9 2.8 2.4 2.5 3.1 4.2 5.2 5.7 5.3 4.5 4.4 5.1 5.8 5.3 4.5 3.2 2.5 2.7 3.6 3.9 3.8 3.2 0.8 1.2 1.5 1.8 2.1 2.6 3.0 3.2 3.4 3.9 4.4 4.8 5.0 4.7 4.8 5.0 5.0 4.5 4.0 3.3 2.7 2.9 3.9 4.8 5.5 4.8 1.0 1.4 1.9 2.4 3.1 3.4 3.5 3.4 3.1 3.0 2.9 2.7 2.8 3.0 3.3 3.4 3.3 3.4 3.5 3.5 3.3 3.1 2.7 2.3 2.5 3.8 5.1 6.1 5.9 0.8 1.4 2.1 2.7 3.3 3.8 4.4 4.8 4.8 4.8 3.9 2.9 2.3 2.1 1.6 1.3 1.3 1.5 1.6 1.8 1.9 2.2 2.5 2.7 2.6 2.5 2.3 2.3 3.4 5.0 6.0 5.7 4.0 0.8 1.3 2.1 3.0 3.8 4.6 4.9 4.7 4.9 5.6 5.6 5.1 3.9 2.6 1.8 1.5 1.0 0.7 0.7 1.0 1.4 1.9 2.4 3.0 3.6 3.8 3.5 3.1 2.5 2.2 2.9 4.4 5.6 5.1 4.2 1.6 2.2 3.1 4.1 5.0 5.8 5.1 4.3 4.2 4.8 4.7 3.9 2.6 1.6 1.2 1.1 1.1 1.3 1.8 2.5 3.1 3.6 4.1 4.8 5.1 5.0 4.7 3.4 2.5 2.1 2.5 3.8 5.3 5.3 4.9 1.9 2.3 3.0 4.1 5.1 5.4 4.7 3.6 3.1 2.8 2.3 1.9 1.4 1.2 1.4 1.7 2.2 2.9 3.7 4.4 5.0 5.0 5.0 5.5 6.6 6.3 5.3 3.7 2.7 2.3 2.5 3.3 5.0 6.0 5.9 4.4 2.0 2.1 2.4 3.1 3.5 3.3 2.6 1.9 1.5 1.3 1.6 2.2 2.4 2.6 2.8 3.3 3.8 4.4 5.0 5.7 6.4 5.3 4.7 5.1 6.1 6.4 5.4 4.0 3.0 2.3 2.2 2.8 4.4 5.5 5.9 4.8 2.2 1.8 1.6 1.4 1.4 1.5 1.5 1.4 1.7 2.2 2.9 3.7 4.1 4.3 4.4 4.3 4.4 4.8 5.8 6.5 6.5 5.7 5.2 5.4 6.1 6.4 6.0 4.6 3.1 2.4 2.1 2.5 3.7 4.7 5.4 4.3 2.2 2.0 1.3 0.9 0.9 1.4 2.1 2.6 3.0 3.5 4.0 4.8 5.3 5.5 5.7 5.0 4.3 4.1 4.6 5.4 6.1 6.3 6.1 5.2 4.9 5.6 6.6 6.2 5.3 3.6 2.6 2.1 2.0 2.7 3.9 4.2 3.6 2.5 2.7 2.2 1.3 1.1 1.6 2.5 3.5 4.4 5.0 5.0 5.0 5.4 6.7 6.6 6.2 5.1 4.8 4.6 5.0 5.1 6.0 6.6 6.1 5.1 4.9 5.5 5.8 5.1 4.2 3.3 2.3 1.6 1.3 2.0 3.1 3.8 3.4 2.8 3.0 3.5 3.5 2.7 1.8 1.8 2.5 3.6 4.7 5.6 6.4 5.4 4.8 5.0 6.2 6.7 6.2 5.4 5.0 4.3 4.3 4.8 6.0 6.3 6.3 5.4 5.0 4.9 4.7 4.0 3.0 2.0 1.3 0.9 0.8 1.4 2.6 3.6 3.5 3.0 4.1 4.8 4.1 3.1 2.2 2.1 2.7 3.6 5.4 6.3 6.6 5.9 5.3 5.5 6.2 6.6 6.5 5.6 4.6 4.2 4.2 4.7 4.9 4.8 4.8 4.3 3.8 3.6 3.2 2.4 1.5 0.8 0.6 0.5 0.5 1.0 2.1 3.5 3.9 3.3 2.5 4.7 5.1 4.2 3.1 2.1 1.9 2.4 3.3 4.7 6.0 6.5 6.2 5.3 4.8 5.4 6.5 6.4 6.0 4.9 4.4 4.0 3.8 3.6 3.3 2.9 2.4 2.5 3.6 3.8 2.1 0.9 0.5 0.4 0.5 1.0 2.0 3.3 4.2 4.2 3.6 4.4 5.1 4.1 2.8 1.9 2.2 2.6 3.3 4.3 5.7 6.6 6.1 5.1 4.8 5.2 5.7 5.1 4.7 4.1 3.3 2.7 2.1 1.7 1.4 1.1 1.1 1.7 3.7 4.5 2.0 0.8 1.6 2.5 3.5 4.7 5.7 5.2 3.9 4.3 3.8 2.4 1.6 2.0 2.2 2.6 3.7 5.5 6.1 6.1 5.3 4.7 4.5 4.3 3.9 3.5 3.0 2.2 1.5 1.0 0.7 0.5 0.5 0.6 0.9 1.6 3.4 4.0 3.9 5.0 6.2 6.0 2.7 3.5 4.0 3.5 2.0 1.4 1.6 2.0 2.6 3.4 4.2 4.4 4.4 3.9 3.2 2.6 2.3 2.3 3.1 3.6 2.3 1.1 0.6 0.5 3.6 4.2 3.6 4.9 6.1 5.7 4.1 2.9 3.6 4.0 3.2 1.8 1.1 1.4 1.9 2.3 2.6 2.9 2.9 2.6 1.9 1.5 1.2 1.0 1.5 3.2 4.8 2.5 2.0 2.5 4.2 5.5 5.2 4.3 3.3 4.1 4.2 3.0 1.5 0.9 1.0 1.4 1.7 1.8 1.6 1.2 0.9 0.7 0.6 0.5 0.6 0.9 1.6 0.9 1.6 3.4 5.2 5.6 5.2 4.1 4.9 4.3 2.9 1.2 0.6 0.8 1.4 2.4 2.5 1.4 0.7 0.5 0.4 0.4 0.7 1.3 2.9 5.0 6.1 6.3 4.8 4.7 5.1 4.1 2.7 1.0 0.5 0.7 1.8 4.1 4.1 1.6 0.6 0.8 1.7 2.9 4.6 5.9 6.4 5.4 4.4 4.9 3.9 2.4 0.9 0.4 0.6 1.2 2.5 2.3 3.3 4.1 4.3 5.4 6.3 5.2 3.6 4.0 3.5 2.0 0.8 0.6 4.1 4.4 3.6 4.8 5.2 4.4 3.2 2.2 3.1 3.5 3.1 1.8 1.0 1.2 1.9 2.3 2.6 3.9 4.7 4.3 3.5 2.5 3.1 3.5 2.9 1.6 1.3 2.4 3.8 1.0 1.7 3.2 4.7 4.9 4.6 2.6 3.3 3.5 2.7 1.4 1.2 2.4 4.3 2.3 0.6 1.0 2.5 4.5 5.6 5.4 3.7 3.0 3.6 3.7 2.6 1.3 0.9 1.4 2.1 1.4 0.5 0.8 2.1 4.0 5.1 5.5 4.2 4.3 4.7 4.2 2.6 1.2 0.8 1.1 1.4 1.2 0.9 1.1 2.1 3.7 4.8 5.2 3.9 5.7 6.2 4.8 2.9 1.1 1.0 1.5 1.9 2.1 1.8 1.1 1.3 1.7 2.1 2.3 2.3 2.6 3.6 4.4 4.0 2.9 1.7 6.2 6.6 5.2 2.9 1.1 1.3 1.9 2.6 3.9 4.0 0.9 1.3 1.7 2.3 3.0 3.8 4.1 4.0 3.6 3.0 3.1 3.6 3.3 2.3 1.5 3.9 5.9 6.6 5.3 2.7 1.1 1.5 2.3 3.1 5.1 6.1 1.1 1.2 1.6 2.2 3.0 3.8 4.4 5.0 5.5 5.6 5.5 4.3 2.9 2.5 2.9 2.7 1.9 4.3 5.8 6.4 5.1 2.5 1.1 2.0 3.1 3.7 4.5 4.9 4.6 1.0 1.3 1.7 2.1 2.6 3.3 4.0 4.8 5.5 5.6 5.4 5.7 6.2 5.6 4.1 2.7 5.0 6.5 6.4 4.8 2.5 1.4 2.7 4.3 4.7 4.1 4.1 8.0 1.2 1.5 2.0 2.6 3.0 3.3 3.7 4.0 4.5 5.1 6.0 6.3 5.6 4.7 4.7 4.9 5.6 6.7 6.2 4.5 2.4 1.6 3.3 5.0 5.0 3.9 3.0 7.9 0.9 1.2 1.6 2.1 2.6 3.3 3.9 4.3 4.5 4.6 4.3 4.0 4.2 4.9 5.6 5.6 4.7 5.1 6.4 5.7 3.9 2.0 1.4 3.2 4.7 4.6 3.6 2.3 4.7 7.9 8.8 4.1 2.2 2.8 3.4 4.0 4.3 4.8 5.3 5.7 5.6 4.8 4.0 3.4 3.4 3.5 4.3 5.2 4.9 3.1 1.4 1.2 2.7 3.6 3.8 3.0 1.7 2.5 8.2 8.7 6.8 4.7 3.7 3.6 3.9 4.3 5.0 5.2 4.7 4.6 5.1 5.5 5.3 4.2 3.6 4.3 4.1 2.4 1.2 1.1 2.0 2.5 2.9 2.4 1.5 1.5 4.9 8.3 6.2 4.5 3.9 3.9 4.0 4.1 4.4 4.8 5.5 5.7 5.3 4.3 3.7 4.0 3.6 4.2 3.8 2.2 1.0 1.1 1.6 2.1 2.5 2.3 1.7 1.6 2.1 2.9 3.5 4.0 4.4 4.6 4.3 4.0 4.1 4.5 5.1 5.2 4.3 3.1 4.2 4.6 3.7 1.9 0.9 1.2 2.0 2.5 2.9 2.8 2.6 2.7 2.9 3.3 4.1 4.9 5.3 4.8 4.0 3.4 3.3 3.3 3.8 5.0 4.9 3.7 2.0 1.4 2.0 2.9 3.6 3.8 3.5 3.3 3.3 3.2 3.2 3.8 4.7 4.9 4.1 3.1 4.2 5.3 4.8 3.8 2.5 2.3 3.1 3.9 4.4 4.4 3.6 3.0 3.0 2.8 2.5 2.8 3.9 4.9 4.6 4.0 2.9 2.8 3.6 4.9 5.0 4.6 3.4 2.5 2.3 3.8 4.1 3.5 2.5 2.4 3.1 4.1 4.5 3.6 3.1 2.7 2.1 1.8 2.2 1.8 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min SITE Illuminance Fc 3.48 8.8 0.4 8.70 22.00 MH: 12 MH: 12 MH: 12 MH: 12 MH: 12 MH: 12 MH: 12 MH: 12 MH: 12 MH: 12 MH: 12 MH: 12 MH: 12 WES AROLA LANDSCAPE ARCHITECTURE W@WESAROLA.COM 831/ 247 9936 SITE PHOTOMETRICS 1" = 30' SCALE 1 58 FH FH M611CREDENZA GRA P H I C GRA P H I C M125 SERVICE A D V I S O R B A R HEIGHT M127SERVICEADVISORADA F336 F336 F335 & E 6 0 7 F31 6 F31 7 & E 6 0 7 F31 6 F315 & E6 0 7 F31 6 F31 7 & E 6 0 7 F31 6 F120 F120 F120 F120 F12 5 F125 GR A P H I C F33 0 F33 0 F330 F330 SE623 FORKLIF T PALLET PALLET PALLET PALLET PS-142 HVPACKPS- 1 4 4 WIN D S H I E L D BO X SE5 7 0 KAE S E R 1 5 H P 208 V SE5 7 0 KAE S E R 1 5 H P 208 V PAINTCABINET PAINTCABINET PAINTCABINET FLAMMABL E STORAGECABINET FLAMMABL E STORAGECABINET PAINTPALLET SPI L L PAL L E T GAY L O R D BOX GAY L O R D BOX SPI L L PAL L E T NEW MAT .PALLET EYEWASH FIRSTAIDKITBLOODBORNPATHKIT AED PACKAGERESCUEHOOK PS - 1 4 4 WIN D S H I E L D BOX PAINTCART PAINTCART PAINTCART PAINTCART PAINTCART PAINTCART PAINTCART PAINTCART PAINTCART F81 2 - A F81 2 - B F81 2 - C PRE P B A Y - C O L PR E P B A Y - C O L UNISTRU T AIRREEL@ 8'AFF AIRREE L @ 8 ' AFF PRE P B A Y - C O L PR E P B A Y - C O L PRE P B A Y - C O L PR E P B A Y - C O L PRE P B A Y - C O L PR E P B A Y - C O L DE T A I L B A Y - C O L WASHBAY AIRREE L@ 8' AFF AIRREE L@ 8' AFF DET A I L B A Y - C O L CO O L I N G B A Y - C O L CO O L I N G B A Y - C O L UNISTRUT UNISTRU T AIRREEL@ 8'AFF AIRREE L@ 8 ' AFF UNISTRUT AIRREEL@ 8'AFF AIRREE L@ 8' AFF F998 F998 F998 F998 WA S H B A Y WA S H B A Y WASTE 20 RECYCLIN G 20 F33 5 F706FILINGCABINET F709STORAGECABINET F33 5 F33 5 F33 5 F33 5 F33 5 F706FILINGCABINET F33 5 F33 5 F33 5 F33 5 F708 GRAPHIC GRAPHIC F20 6 E60 8 F20 6 E60 8 F20 6 E60 8 F20 6 E60 8 F20 6 E60 8 F20 6 E60 8 F20 6 E60 8 F20 6 E60 8 F20 6 E60 8 F20 6 E60 8 SE200 - S C I S S O R L I F T COL - DX7 7 208/220V WORKBAY - C O L WORKBAY - C O L CONTROL J O I N T S : 8" CLEAR A R O U N DBASEPLATE S 5-20RQUAD @+ 4 8 "AFFMAX 30AMPMOTORSTARTER@+48" AFFMAX 14-50R@48" AFFMAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLE A RHEIGHT MA X A G A I N S T WAL L MAX A G A I N S T WAL L SE120COL - VLE 1 0 AIRREELBOTTOM@ +8'AFF MO B I L E DES K SE200 - S C I S S O R L I F T COL - DX 7 7 208/220V WORKBAY - C O L WORKBAY - C O L CONTROL J O I N T S : 8" CLEAR A R O U N DBASEPLATE S 5-20RQUAD @+ 4 8 " AFFMAX 30AMPMOTORSTARTER@+48" AFFMAX 14-50R@48" AFFMAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLE A RHEIGHT MA X A G A I N S T WAL L MA X A G A I N S T WAL L SE120COL - VLE 1 0 AIRREELBOTTOM@ +8'AFF MOB I L E DES K PARTSCART AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART TOOLCHEST TOOLCHEST E810 E810 E11 3 P14 0 P14 0 P14 0 GR A P H I C GR A P H I C F40 2 F40 2 F40 2 F40 2 F40 4 F20 7 F40 2 F40 2 F40 2 F40 2 F20 7 F40 2 F40 2 F40 2 F40 2 F20 7 F40 2 F40 2 F40 2 F40 2 F20 7 F40 2 F40 2 F40 2 F40 2 F20 7 F40 2 F40 2 F40 2 F40 2 F20 7 F20 8 F40 4 F40 4 F20 8 F40 4 F40 4 F20 8 F40 4 F40 4 F20 8 F40 4 F40 4 F20 8 F40 4 F40 4 F20 8 F40 4 GRAPHIC EYEWASH FIRSTAIDKIT BLOODBORNPATHKIT AEDPACKAGE RESCUEHOOK M23 7 SE200 - SC I S S O R L I F T COL - DX 7 7 208/220V WORKBAY - C O L WORKBAY - C O L CONTROL J O I N T S : 8" CLEAR A R O U N D BASEPLA T E S 5-20R QUAD @+4 8 " AFFMAX 30AMPMOTORSTARTER @+48" AFF MAX 14-50R @48" AFF MAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLE A R HEIGHT MAX A G A I N S T WAL L MAX A G A I N S T WAL L SE120 COL - VL E 1 0 AIRREELBOTTOM@ +8'AFF MO B I L E DES K SE200 - SC I S S O R L I F T COL - DX7 7 208/220V WORKBA Y - C O L WORKBA Y - C O L CONTROL J O I N T S : 8" CLEAR A R O U N D BASEPLA T E S 5-20R QUAD @+ 4 8 " AFFMAX 30AMPMOTORSTARTER @+48" AFF MAX 14-50R@48" AFF MAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLE A R HEIGHT MAX A G A I N S T WAL L MAX A G A I N S T WAL L SE120 COL - VLE 1 0 AIRREELBOTTOM@ +8'AFF PARTSCART UNISTRU T UNISTRU T AIRREEL@ 8'AFF UNISTRU T UNISTRUT AIRREEL@ 8'AFF UNISTRUT AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART MO B I L E DES K TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST F814 WORKBAY - C O L WORKBAY - C O L MO B I L E DES K UNISTRU T PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST F998 VID M A R CAB I N E T F998 F998 UNISTRUT F33 5 F206E608 F33 5 BUM P E R R A C K BINCABINET BUM P E R R A C K BUM P E R R A C K BUM P E R R A C K SHELFBADDER7'HSHELFBADDER7'HSHELFBADDER7'HSHELFBADDER7'HSHELFBADDER7'HSHELFBADDER7'HSHELFBADDER7'H SHELFBADDER7'HSHELFBADDER7'HSHELFBADDER 7'HSHELFBADDER7'HSHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H GRI D WAL L GRI D WAL L SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H PALLET RA C K -10'H VID M A R CAB I N E T PALLET R A C K -10'H PALLET RA C K -10'H F20 6 E60 8 F20 6 E60 8 PALLET R A C K -10'H PALLET RA C K -10'H PALLET R A C K -10'H PALLET R A C K -10'H PALLET RA C K -10'H PALLET RA C K -10'H PALLET RA C K -10'H PALLET R A C K -10'H PALLET RA C K -10'H BINCABINET GRIDWALLGRIDWALLGRIDWALLGRIDWALL PA R T S CAR T PA R T S CAR T PAR T S CAR T PA R T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PA R T S CAR T PA R T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PA R T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PA R T S CAR T PA R T S CAR T PAR T S CAR T PA R T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PA R T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PA R T S CAR T PAR T S CAR T PA R T S CAR T PA R T S CAR T F40 5 F124 F405 F405 F405 SE330SINGLE C O L U M NFLOOR M O U N T SE320ALIGNME N T R A C K KEEP 2 CA R L E N G T H S I N FRONT P14 0 PREP BAY - C O L PREP BAY - C O L PREP BA Y - C O L F812-A F812-B F812-C GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L SHELFBADDER7'HSHELFBADDER7'HSHELFBADDER7'H SHELFBADDER7'HSHELFBADDER7'HSHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H VID M A R CAB I N E T SHELFD7'H SHELFD7'H VIDMARCABINET VIDMARCABINET SE200 - SC I S S O R L I F T COL - DX7 7 208/220V AIRREEL@ 8'AFF AIRREEL@ 8'AFF CONTROL J O I N T S : 8" CLEAR A R O U N D BASEPLAT E S 5-20RQUAD @+ 4 8 "AFFMAX 30 AMP MOTORSTARTER@+48" AFF MAX 14-50R @48" AFF MAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLEA R HEIGHT MAX A G A I N S T WAL L MAX A G A I N S T WAL L SE120 COL - VLE 1 0 AIRREELBOTTOM@ +8'AFF AIRREEL@ 8'AFF UNISTRUT TOOLCHEST TOOLCHEST AIRREEL@ 8'AFF TOOLCHEST TOOLCHEST AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF E244 WALL CO N N E C T O R F890 WC E244 WALL CONN E C T O R F890 WC E244 WALL CO N N E C T O R F890 WC E244 WALL CON N E C T O R F890 WC E244 WALL CO N N E C T O R F890 WC E244 WALL CO N N E C T O R F890 WC E244 WALL CON N E C T O R F890 WC E244 WALL CO N N E C T O R F890 WC E244 WALL CONN E C T O R F890 WC WASTE 20 RECYCLIN G 20 WASTE 20 RECYCLING 20 FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW BF PPIV FW FW FW FW FW FW FW FW FW FW EX I S T I N G CR E E K INTERSTATE 580 RHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHA L L L 000000000000000000000000 L L LLL L L L L L L L L L L L L L L L L LL L L L L L L L L B B B B B B PG PG PG PG PG PG PG PG LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CHCHCH CH CH CH CH CH CH CH CH HET HET HET HET HET HET HET HET HET HET HET HET HETHET HET HET HET HET L L L L L L L L L L L L L L LL L L L L L L L L L CIS CIS CIS CIS CIS CIS CIS CIS CIS CIS CIS CIS CIS CIS CIS CIS CIS CIS CIS CIS CIS CIS CIS CIS CIS CIS CIS CIS CIS CIS L L L L L L L L L L L L L L L L L L L L CIS CIS CIS CIS CIS CIS CIS CIS CIS CIS CIS CIS CIS CISCIS CIS CIS CIS CIS CIS CIS HET HET HET HET HET HET HET B B B B B B B B B0000 0 L LL L L L L L L L L L L L L LL L L L L L L L L L L L L L L L L L L L LL LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT LAT HV HV HV HV HV HV HV HV HV HV HV HV HV HV HV HV PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 GB 0 0 0 0 0 0 0 0 0 00 TP TP TP TP CH L L PW L L L L L L L CH L L L L PW PW PW HET 000 000 B B B L L L L L L L L L L L LL L L L L L L L L L L L L L L L L TP TP TP TP TP TP TP TP TPTP TPTP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TPTPTP L L L L L L L L L L L L L L L L PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG SYMBOL BOTANICAL / COMMON NAME SIZE QTY TREES CINNAMOMUM CAMPHORA / CAMPHOR TREE 24" BOX 4 MAGNOLIA GRANDIFLORA `SAMUEL SOMMER` / SAMUEL SOMMER SOUTHERN MAGNOLIA 36" BOX 15 PLATANUS X ACERIFOLIA 'COLUMBIA' / COLUMBIA LONDON PLANE TREE 24" BOX 4 TRISTANIA CONFERTA / BRISBANE BOX 24" BOX 18 SHRUBS BACCHARIS PILULARIS 'TWIN PEAKS' / TWIN PEAKS COYOTE BRUSH 1 GAL 131 CHONDROPETALUM TECTORUM / SMALL CAPE RUSH 1 GAL.90 CISTUS X PULVERULENTUS 'SUNSET' / SUNSET ROCKROSE 1 GAL.51 FEIJOA SELLOWIANA / PINEAPPLE GUAVA 5 GAL 25 HARDENBERGIA VIOLACEA / LILAC VINE 5 GAL.16 HETEROMELES ARBUTIFOLIA / TOYON 5 GAL.26 LAURUS NOBILIS / SWEET BAY MULTI-TRUNK 5 GAL.178 LOMANDRA 'NYALLA' / MAT RUSH 1 GAL 175 OLEA EUROPAEA 'LITTLE OLLIE' TM / LITTLE OLLIE OLIVE 5 GAL.131 PITTOSPORUM TOBIRA 'WHEELER'S DWARF' / WHEELER'S DWARF PITTOSPORUM 5 GAL.111 RHAMNUS ALATERNUS / COFFEEBERRY 15 GAL.40 WESTRINGIA FRUTICOSA 'WES04' TM / GREY BOX COAST ROSEMARY 5 GAL 85 WESTRINGIA FRUTICOSA `WES03` TM / BLUE GEM COAST ROSEMARY 5 GAL 18 TP CH CIS PG HV HET LAT L 0 PW RHA GB B WATER USE: MODERATE WATER USE: MODERATE WATER USE: LOW WATER USE: MODERATE WATER USE: MODERATE WATER USE: LOW WATER USE: LOW WATER USE: LOW WATER USE: MODERATE WATER USE: LOW WATER USE: LOW WATER USE: LOW WATER USE: LOW WATER USE: LOW WATER USE: LOW WATER USE: LOW WATER USE: LOW WUCOLS WATER USE DESIGNATION NOTES: SEE SHEET L1.02 FOR FULL PLANTING SCHEDULE, NOTES AND DETAILS L-1.01 DATE 06.03.2026 TE S L A C O L L I S I O N C E N T E R 64 5 0 D U B L I N C O U R T . D U B L I N . C A LA N D S C A P E P L A N S ITEM#DATE WES AROLA LANDSCAPE ARCHITECTURE WWESARLAC REFERENCE NUMBER: - LANDSCAPE PLAN GRAPHIC SCALE 1 inch = 30 feet ( In Feet ) 120603015030 PLANTING SCHEDULE PLANTING DESIGN CRITERIA THE PROPOSED PLANT LIST IS COMPRISED OF PLANT MATERIAL AND TREES KNOWN TO THRIVE IN THE LOCAL CLIMATE AND SOIL CONDITIONS - MOSTLY EVERGREEN WITH LIMITED SEASONALITY. ABOVE GROUND UTILITIES WILL BE SCREENED BY PLANTING . ALL LANDSCAPE AREAS WILL BE COVERED IN MIN 3" OF BARK MULCH IRRIGATION DESIGN CRITERIA THE IRRIGATION DESIGN WILL COMPLY WITH THE LOCAL AND STATE WATER CONSERVATION REQUIREMENTS. THE WATER CONSERVATION METHOD FOR THE PROPOSED LANDSCAPE MATERIAL HAS A LOW TO MEDIUM WATER USE. A WEATHER SENSING 'SMART CONTROLLER' WILL BE USED TO MONITOR THE IRRIGATION WATER AND MANAGE DAILY WATER CONSUMPTION TO THE MINIMUM REQUIREMENTS FOR EACH HYDROZONE. ALL TREES, SHRUB AND GROUNDCOVER AREAS WILL BE IRRIGATED BY DRIP, ON SEPARATE HYDROZONES, SO THAT ONCE ESTABLISHED, WATER CAN BE REGULATED IN A MORE EFFICIENT MANNER. COMPLIANCE STATEMENT THE DESIGN WILL MEET OR EXCEED THE STATE AND LOCAL STANDARDS FOR WATER CONSERVATION THROUGH WATER EFFICIENT LANDSCAPE IRRIGATION DESIGN. I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE MWELO. I AGREE TO COMPLY WITH THE REQUIREMENTS OF DUBLIN MUNICIPAL CODE CHAPTER 8.88 AND SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION PACKAGE. (DMC8.88.040.A) _____________________ WES AROLA - CA 5958 DESIGN CRITERIA EXISTING TREES TO BE PROTECTED, TYP TREE DIAMONDS TO BE TOP DRESSED IN 3/4" TAN GRAVEL PERIMETER FENCE AND GATES PER ARCHITECT BIKE RACKS PER ARCHITECT 59 SYMBOL BOTANICAL / COMMON NAME SIZE QTY TREES CINNAMOMUM CAMPHORA / CAMPHOR TREE 24" BOX 4 MAGNOLIA GRANDIFLORA `SAMUEL SOMMER` / SAMUEL SOMMER SOUTHERN MAGNOLIA 36" BOX 15 PLATANUS X ACERIFOLIA 'COLUMBIA' / COLUMBIA LONDON PLANE TREE 24" BOX 4 TRISTANIA CONFERTA / BRISBANE BOX 24" BOX 18 SHRUBS BACCHARIS PILULARIS 'TWIN PEAKS' / TWIN PEAKS COYOTE BRUSH 1 GAL 131 CHONDROPETALUM TECTORUM / SMALL CAPE RUSH 1 GAL.90 CISTUS X PULVERULENTUS 'SUNSET' / SUNSET ROCKROSE 1 GAL.51 FEIJOA SELLOWIANA / PINEAPPLE GUAVA 5 GAL 25 HARDENBERGIA VIOLACEA / LILAC VINE 5 GAL.16 HETEROMELES ARBUTIFOLIA / TOYON 5 GAL.26 LAURUS NOBILIS / SWEET BAY MULTI-TRUNK 5 GAL.178 LOMANDRA 'NYALLA' / MAT RUSH 1 GAL 175 OLEA EUROPAEA 'LITTLE OLLIE' TM / LITTLE OLLIE OLIVE 5 GAL.131 PITTOSPORUM TOBIRA 'WHEELER'S DWARF' / WHEELER'S DWARF PITTOSPORUM 5 GAL.111 RHAMNUS ALATERNUS / COFFEEBERRY 15 GAL.40 WESTRINGIA FRUTICOSA 'WES04' TM / GREY BOX COAST ROSEMARY 5 GAL 85 WESTRINGIA FRUTICOSA `WES03` TM / BLUE GEM COAST ROSEMARY 5 GAL 18 TP CH CIS PG HV HET LAT L 0 PW RHA GB B WATER USE: MODERATE WATER USE: MODERATE WATER USE: LOW WATER USE: MODERATE WATER USE: MODERATE WATER USE: LOW WATER USE: LOW WATER USE: LOW WATER USE: MODERATE WATER USE: LOW WATER USE: LOW WATER USE: LOW WATER USE: LOW WATER USE: LOW WATER USE: LOW WATER USE: LOW WATER USE: LOW WUCOLS WATER USE DESIGNATION L-1.02 DATE 06.03.2026 TE S L A C O L L I S I O N C E N T E R 64 5 0 D U B L I N C O U R T . D U B L I N . C A LA N D S C A P E P L A N S ITEM#DATE WES AROLA LANDSCAPE ARCHITECTURE WWESARLAC REFERENCE NUMBER: - LANDSCAPE NOTES AND SCHEDULE SHRUB PLANTING 1 1/2" = 1'-0" 2 TIMES ROOTBALL DIAMETER 1" MULCH BACKFILL MIX FERTILIZER TABLET AMENDED NATIVE SOIL TOP OF ROOTBALL AT OR SLIGHTLY ABOVE FINISH GRADE 1 329333-03 TREE PLANTING 1/2" = 1'-0" 2x ROOTBALL WIDTH TREE TIES TREE STAKES, TWO PER TREE MULCH UNDISTURBED NATIVE SOIL WATERING BERM FERTILIZER PACK BACKFILL MIX 329343-302 PLANTING NOTES CONTRACTOR SHALL SUBMIT LABELED PHOTOS OF ALL PLANT MATERIAL, TREES AND GROUNDCOVERS. PHOTOS SHALL BE OF THE SPECIFIED CONTAINER SIZE. PHOTOS SHALL BE SUBMITTED AS A COMPLETE SUBMITTAL PACKAGE FOR REVIEW AND APPROVAL. INCLUDE PHOTOS OF ANY SUBSTITUTES, CLEARLY LABELED. ALL PLANTED AREAS SHALL BE CONTINUOUSLY MAINTAINED IN A HEALTHY, GROWING CONDITION, SHALL RECEIVE REGULAR PRUNING, FERTILIZING, MOWING, AND TRIMMING, AND SHALL BE KEPT FREE OF WEEDS AND DEBRIS BY THE OWNER OR PERSON IN POSSESSION OF SUCH AREAS. ANY DAMAGED, DEAD OR DECAYING PLANT MATERIAL SHALL BE REPLACED WITHIN THIRTY (30) DAYS FROM THE DATE OF DAMAGE. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL PLANT MATERIAL AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS. PLANT SCHEDULE ON THE DRAWINGS SHALL BE USED AS A GUIDE ONLY. CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES AND QUANTITIES BY PLAN CHECK. NOTIFY PROJECT LANDSCAPE ARCHITECT OF ANY MAJOR DISCREPANCIES. UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, ALL STRUCTURAL AND HARDSCAPE IMPROVEMENTS SHALL BE CONSTRUCTED AND FINISHED AHEAD OF PLANTING. ADJUST PLANT MATERIAL AS NECESSARY AROUND UTILITY LOCATIONS. NOTIFY LANDSCAPE ARCHITECT OF ANY MAJOR CONFLICTS OR NECESSARY ADJUSTMENTS. SOILS SHALL BE AMENDED PER A SOILS FERTILITY ANALYSIS AS EXPLAINED IN THE COMPLIANCE WITH MWELO NOTES ON THE IRRIGATION PLAN. SOIL AMENDMENTS AND PREPARATION SHALL CONFORM TO STATE AB1881 AND LOCAL WATER EFFICIENT LANDSCAPE ORDINANCES. ALL WORK ON THE IRRIGATION SYSTEM INCLUDING OPERATIONAL TESTS, AND BACKFILLING OF TRENCHES SHALL BE COMPLETED AHEAD OF PLANTING. LOCATIONS OF ALL PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO PLANTING. THE REPRESENTATIVE RESERVES THE RIGHT TO MAKE ANY ADJUSTMENTS, SUBSTITUTIONS, ADDITIONS, AND DELETIONS TO THE PLANT LAYOUT AS WORK PROGRESSES. ALL GROUNDCOVER SHALL BE TRIANGULARLY SPACED, UNLESS OTHERWISE NOTED. TREES SHALL BE INSTALLED NO CLOSER THAN TEN (10) FEET FROM UTILITIES. TREES TO BE PLANTED WITHIN FIVE (5) FEET OF HARDSCAPE OR STRUCTURES SHALL BE INSTALLED WITH A ROOT BARRIER. ALL PLANTING AREAS TO RECEIVE 3" THICK LAYER OF STRINGY CEDAR BARK PLANTING SCHEDULE 60 FH FH M611 CREDENZ A GRA P H I C GRA P H I C M125 SERVICE A D V I S O R B A R HEIGHT M127SERVICEADVISORADA F336 F336 F335 & E 6 0 7 F31 6 F31 7 & E 6 0 7 F31 6 F315 & E6 0 7 F31 6 F31 7 & E 6 0 7 F31 6 F120 F120 F120 F120 F12 5 F125 GR A P H I C F33 0 F33 0 F330 F330 SE623 FORKLIF T PALLET PALLET PALLET PALLET PS-142 HVPACKPS- 1 4 4 WIN D S H I E L D BO X SE5 7 0 KAE S E R 1 5 H P 208 V SE5 7 0 KAE S E R 1 5 H P 208 V PAINTCABINET PAINTCABINET PAINTCABINET FLAMMABL E STORAGECABINET FLAMMABL E STORAG E CABINET PAINTPALLET SPI L L PAL L E T GAY L O R D BOX GAY L O R D BOX SPI L L PAL L E T NEW MAT .PALLET EYEWASH FIRSTAIDKITBLOODBORNPATHKIT AED PACKAGERESCUEHOOK PS- 1 4 4 WIN D S H I E L D BOX PAINTCART PAINTCART PAINTCART PAINTCART PAINTCART PAINTCART PAINTCART PAINTCART PAINTCART F81 2 - A F81 2 - B F81 2 - C PRE P B A Y - C O L PR E P B A Y - C O L UNISTRU T AIRREEL@ 8'AFF AIRREE L @ 8 ' AFF PRE P B A Y - C O L PR E P B A Y - C O L PRE P B A Y - C O L PR E P B A Y - C O L PRE P B A Y - C O L PR E P B A Y - C O L DE T A I L B A Y - C O L WASHBAY AIRREE L@ 8' AFF AIRREE L@ 8' AFF DET A I L B A Y - C O L CO O L I N G B A Y - C O L CO O L I N G B A Y - C O L UNISTRUT UNISTRU T AIRREEL@ 8'AFF AIRREE L@ 8 ' AFF UNISTRUT AIRREEL@ 8'AFF AIRREE L@ 8' AFF F998 F998 F998 F998 WA S H B A Y WA S H B A Y WASTE 20 RECYCLIN G 20 F33 5 F706FILINGCABINET F709STORAGECABINET F33 5 F33 5 F33 5 F33 5 F33 5 F706FILINGCABINET F33 5 F33 5 F33 5 F33 5 F708 GRAPHIC GRAPHIC F20 6 E60 8 F20 6 E60 8 F20 6 E60 8 F20 6 E60 8 F20 6 E60 8 F20 6 E60 8 F20 6 E60 8 F20 6 E60 8 F20 6 E60 8 F20 6 E60 8 SE200 - S C I S S O R L I F T COL - DX7 7 208/220V WORKBAY - C O L WORKBAY - C O L CONTROL J O I N T S : 8" CLEAR A R O U N DBASEPLATE S 5-20RQUAD @+ 4 8 "AFFMAX 30AMPMOTORSTARTER@+48" AFFMAX 14-50R@48" AFFMAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLE A RHEIGHT MA X A G A I N S T WAL L MAX A G A I N S T WAL L SE120COL - VLE 1 0 AIRREELBOTTOM@ +8'AFF MO B I L E DES K SE200 - S C I S S O R L I F T COL - DX 7 7 208/220V WORKBAY - C O L WORKBAY - C O L CONTROL J O I N T S : 8" CLEAR A R O U N DBASEPLATE S 5-20RQUAD @+ 4 8 " AFFMAX 30AMPMOTORSTARTER@+48" AFFMAX 14-50R@48" AFFMAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLE A RHEIGHT MA X A G A I N S T WAL L MA X A G A I N S T WAL L SE120COL - VLE 1 0 AIRREELBOTTOM@ +8'AFF MOB I L E DES K PARTSCART AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART TOOLCHEST TOOLCHEST E810 E810 E11 3 P14 0 P14 0 P14 0 GR A P H I C GR A P H I C F40 2 F40 2 F40 2 F40 2 F40 4 F20 7 F40 2 F40 2 F40 2 F40 2 F20 7 F40 2 F40 2 F40 2 F40 2 F20 7 F40 2 F40 2 F40 2 F40 2 F20 7 F40 2 F40 2 F40 2 F40 2 F20 7 F40 2 F40 2 F40 2 F40 2 F20 7 F20 8 F40 4 F40 4 F20 8 F40 4 F40 4 F20 8 F40 4 F40 4 F20 8 F40 4 F40 4 F20 8 F40 4 F40 4 F20 8 F40 4 GRAPHIC EYEWASH FIRSTAIDKIT BLOODBORNPATHKIT AEDPACKAGE RESCUEHOOK M23 7 SE200 - SC I S S O R L I F T COL - DX 7 7 208/220V WORKBAY - C O L WORKBAY - C O L CONTROL J O I N T S : 8" CLEAR A R O U N D BASEPLA T E S 5-20R QUAD @+4 8 " AFFMAX 30AMPMOTORSTARTER @+48" AFF MAX 14-50R@48" AFF MAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLE A R HEIGHT MAX A G A I N S T WAL L MAX A G A I N S T WAL L SE120 COL - VL E 1 0 AIRREELBOTTOM@ +8'AFF MO B I L E DES K SE200 - SC I S S O R L I F T COL - DX7 7 208/220V WORKBA Y - C O L WORKBA Y - C O L CONTROL J O I N T S : 8" CLEAR A R O U N D BASEPLA T E S 5-20R QUAD @+ 4 8 " AFFMAX 30AMPMOTORSTARTER @+48" AFF MAX 14-50R@48" AFF MAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLE A R HEIGHT MAX A G A I N S T WAL L MAX A G A I N S T WAL L SE120 COL - VLE 1 0 AIRREELBOTTOM@ +8'AFF PARTSCART UNISTRUT UNISTRU T AIRREEL@ 8'AFF UNISTRU T UNISTRUT AIRREEL@ 8'AFF UNISTRUT AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART MO B I L E DES K TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST F814 WORKBAY - C O L WORKBAY - C O L MO B I L E DES K UNISTRUT PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART PARTSCART TOOLCHEST TOOLCHEST TOOLCHEST TOOLCHEST F998 VID M A R CAB I N E T F998 F998 UNISTRUT F33 5 F206E608 F33 5 BUM P E R R A C K BINCABINET BUM P E R R A C K BUM P E R R A C K BUM P E R R A C K SHELFBADDER7'HSHELFBADDER7'HSHELFBADDER7'HSHELFBADDER7'HSHELFBADDER7'HSHELFBADDER7'HSHELFBADDER7'H SHELFBADDER7'HSHELFBADDER7'HSHELFBADDER7'HSHELFBADDER 7'HSHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H GRI D WAL L GRI D WAL L SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H SHELFD7'H PALLET RA C K -10'H VID M A R CAB I N E T PALLET R A C K -10'H PALLET RA C K -10'H F20 6 E60 8 F20 6 E60 8 PALLET RA C K -10'H PALLET RA C K -10'H PALLET R A C K -10'H PALLET R A C K -10'H PALLET RA C K -10'H PALLET RA C K -10'H PALLET RA C K -10'H PALLET R A C K -10'H PALLET RA C K -10'H BINCABINET GRIDWALLGRIDWALLGRIDWALLGRIDWALL PA R T S CAR T PA R T S CAR T PAR T S CAR T PA R T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PA R T S CAR T PA R T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PA R T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PA R T S CAR T PA R T S CAR T PAR T S CAR T PA R T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PA R T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PAR T S CAR T PA R T S CAR T PAR T S CAR T PA R T S CAR T PA R T S CAR T F40 5 F124 F405 F405 F405 SE330SINGLE C O L U M NFLOOR M O U N T SE320ALIGNME N T R A C K KEEP 2 CA R L E N G T H S I N FRONT P14 0 PREP BAY - C O L PREP BAY - C O L PREP BA Y - C O L F812-A F812-B F812-C GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L GRI D WAL L SHELFBADDER7'HSHELFBADDER7'HSHELFBADDER7'H SHELFBADDER7'HSHELFBADDER7'HSHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H SHELFBADDER7'H VID M A R CAB I N E T SHELFD7'H SHELFD7'H VIDMARCABINET VIDMARCABINET SE200 - SC I S S O R L I F T COL - DX7 7 208/220V AIRREEL@ 8'AFF AIRREEL@ 8'AFF CONTROL J O I N T S : 8" CLEAR A R O U N D BASEPLAT E S 5-20RQUAD @+ 4 8 "AFFMAX 30 AMP MOTORSTARTER@+48" AFF MAX 14-50R @48" AFF MAXPROVIDE1:4LIFTS SPOTTINGDISH 12'-6" CLEA R HEIGHT MAX A G A I N S T WAL L MAX A G A I N S T WAL L SE120 COL - VLE 1 0 AIRREELBOTTOM@ +8'AFF AIRREEL@ 8'AFF UNISTRUT TOOLCHEST TOOLCHEST AIRREEL@ 8'AFF TOOLCHEST TOOLCHEST AIRREEL@ 8'AFF AIRREEL@ 8'AFF AIRREEL@ 8'AFF E244 WALL CO N N E C T O R F890 WC E244 WALL CONN E C T O R F890 WC E244 WALL CO N N E C T O R F890 WC E244 WALL CON N E C T O R F890 WC E244 WALL CO N N E C T O R F890 WC E244 WALL CO N N E C T O R F890 WC E244 WALL CON N E C T O R F890 WC E244 WALL CO N N E C T O R F890 WC E244 WALL CONN E C T O R F890 WC WASTE 20 RECYCLIN G 20 WASTE 20 RECYCLING 20 FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW BF PPIV FW FW FW FW FW FW FW FW FW FW EX I S T I N G CR E E K INTERSTATE 580 RHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHARHA L-2.01 DATE 06.03.2026 TE S L A C O L L I S I O N C E N T E R 64 5 0 D U B L I N C O U R T . D U B L I N . C A LA N D S C A P E P L A N S ITEM#DATE WES AROLA LANDSCAPE ARCHITECTURE ARA REFERENCE NUMBER: - IRRIGATION PLAN GRAPHIC SCALE 1 inch = 30 feet ( In Feet ) 120603015030 NOTES: SEE SHEET L2.02 FOR IRRIGATION SCHEDULE, NOTES AND DETAILS CONFIRM PREFERRED LOCATION OF CONTROLLER AND WEATHER SENSOR WITH OWNER C W FS M CONNECT TO DEDICATED 2" IRRIGATION STUB / BACKFLOW / METER SHOWN ON CIVIL PLANS HYDROZONE 800SF 1" DRIP 3 VALVE HYDROZONE 884SF 1" DRIP 4 VALVE HYDROZONE 1932 SF 1" DRIP 5 VALVE HYDROZONE 1387 SF 1" DRIP 6 VALVE HYDROZONE TREES 1" DRIP 7 VALVE HYDROZONE TREES 1" DRIP 8 VALVE HYDROZONE TREES 1" DRIP 9 VALVE HYDROZONE 1428 SF 1" DRIP 10 VALVE HYDROZONE 2254 SF 1" DRIP 11 VALVE HYDROZONE 2376 SF 1" DRIP 12 VALVE HYDROZONE 2976 SF 1" DRIP 13 VALVE HYDROZONE 8 TREES 1" DRIP 1 VALVE HYDROZONE 3337 SF 1" DRIP 2 VALVE 61 L-2.02 DATE 06.03.2026 TE S L A C O L L I S I O N C E N T E R 64 5 0 D U B L I N C O U R T . D U B L I N . C A LA N D S C A P E P L A N S ITEM#DATE WES AROLA LANDSCAPE ARCHITECTURE W@WESAROLA.COM 831/ 247 9936 REFERENCE NUMBER: - IRRIGATION NOTES AND SCHEDULE HYDROZONE X X - X VALVE VALVE TAG STATION # SIZE HYDROZONE AREA TYPE IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION TORO DZK-700-1 DRIP CONTROL VALVE KIT. WITH 1" IRRITROL 700 ULTRAFLOW INLINE VALVE, TORO Y-FILTER, PRESSURE REGULATOR AND FITTINGS. AREA TO RECEIVE DRIP EMITTERS AT EACH PLANT : PROVIDE (1) 1 GAL EMITTER / 1 GALLON PROVIDE (2) 1 GAL EMITTER / 5 GALLON PROVIDE (3) 1 GAL EMITTER / 15 GALLON TREES TREE BUBBLER TORO FB-50-PC // 2 BUBBLERS PER TREE IRRITROL 100P1-S GLOBE PRESSURE REDUCING STEM ELECTRIC REMOTE CONTROL VALVE, 1", GLOBE BODY CONFIGURATION, FLOW CONTROL MATCO-NORCA 770T PVC WHITE BALL VALVE FOR SCH 40 AND SCH 80 PIPE, THREADED ENDS COMPLY WITH ASTM F1498, WITH "T" HANDLE, SAME SIZE AS MAINLINE. 1/2" - 4". QUICK COUPLER IN BOX MASTER VALVE BUCKNER-SUPERIOR 3100 - 2", BRASS, NORMALLY OPEN. WITH DEDICATED CABLE PER MANUFACTURER FLOW SENSOR CST FSI-T10-001 FLOW SENSOR. WITH DEDICATED CABLE PER MANUFACTURER IRRITROL TC-9EX-R HYBRID CONTROLLER, 9- STATION, EXTERIOR MODEL, CLIMATE LOGIC COMPATIBLE, AND REMOTE-READY. IRRITROL RS1000 WIRELESS RAIN SENSOR POINT OF CONNECTION - CONFIRM LOCATION AND SIZE ON CIVIL PLANS IRRIGATION MAINLINE: PVC SCHEDULE 40 1.5" IRRIGATION LATERAL LINE: PVC SCHEDULE 40 PVC SCHEDULE 40 IRRIGATION PIPE. LATERAL SIZING MINIMUM LATERAL SIZE SHALL BE 3/4". SIZING OF LATERAL PIPE SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED: 3/4"0-9 GPM 1"9.1-18 GPM 1 1/4"18.1-30 GPM 1 1/2"31.1-40 GPM 2"40.1-60 GPM C W POC IRRIGATION NOTES 1.IRRIGATION PLAN IS DIAGRAMMATIC. FINAL LOCATION OF PIPING WILL BE DETERMINED AT THE TIME OF INSTALLATION. MAINLINE AND LATERALS SHALL BE PLACED IN THE SAME TRENCH WHEN POSSIBLE. 2.ALL EQUIPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAWING, TO COMPLETE THE WORK, SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR. 3.INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND/OR SPECIFICATIONS. 4.ALL PIPING RUNNING UNDER HARDSCAPE/WALLS SHALL BE SLEEVED. MINIMIZE SLEEVING AS MUCH AS POSSIBLE BY LOCATING LATERALS AND MAINLINE IN PLANTING AREAS. 5.FOR DRIP IRRIGATION AREAS, CONTRACTOR SHALL INSTALL AIR RELIEF VALVES, OPERATION INDICATORS, AND FLUSH VALVES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 6.CONTRACTOR SHALL COORDINATE POWER TO CONTROLLERS AND DEDICATE ONE (1) 20 AMP BREAKER FOR EACH CONTROLLER. THE AUTHORIZED REPRESENTATIVE SHALL REVIEW CONTROLLER LOCATIONS PRIOR TO INSTALLATION. 120 VOLT SERVICE AND HOOK-UP TO THE CONTROLLER SHALL BE COMPLETED BY A LICENSED ELECTRICAL CONTRACTOR. THIS COST IS TO BE A PART OF THE LANDSCAPE CONTRACTOR'S BID. 7.CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PLANS AND SITE CONDITIONS PRIOR TO BEGINNING WORK. SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION. 8.DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO EXPENSE TO THE OWNER. 9.CONTRACTOR SHALL SLEEVE UNDER PAVING PER PLANS AND SPECIFICATIONS. ALL SLEEVES UNDER PAVING SHALL RECEIVE IDENTIFYING MARK ON TOP OF CONCRETE. EXTEND ALL SLEEVES 18" BEYOND EDGE OF PAVING. 10.SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE. LABEL ALL WIRES W/ WATERPROOF MARKERS AT ALL SPLICES AND VALVE MANIFOLDS. 11.CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL MATERIAL APPEARING ON PLAN. 12.ALL EXISTING UTILITIES, WATER LINES AND FIRE HYDRANTS SHALL REMAIN CONNECTED AND N FULL CONTINUOUS OPERATION DURING AND FOLLOWING ALL CONTRACT WORK. 13.CONTRACTOR SHALL NOT INSTALL ANY PLANTING UNTIL THE FOLLOWING ARE COMPLETED: 1. THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL. 2. HYDROSTATIC PRESSURE TESTS SHALL BE PERFORMED ON MAIN AND LATERAL LINES. 3. ALL ZONES SHALL PASS A COVERAGE TEST. 4. CONTROLLERS SHALL BE FULLY OPERATIONAL. COMPLIANCE WITH MWELO 1.PROJECT INFORMATION - SEE COVER PAGE OF THIS DRAWING SET FOR ALL INFORMATION INCLUDING, DATE, PROJECT APPLICANT AND OWNER, AND ADDRESS. 2.TOTAL IRRIGATED LANDSCAPE AREA: 17,754 SF SHRUBS GROUNDCOVER AND TREES - 17,754 SF TURF - 0 SF 3.PROJECT TYPE - NEW CONSTRUCTION 4.WATER SUPPLY - POTABLE 5.CHECKLIST OF ALL DOCUMENTS IN LANDSCAPE DOCUMENT PACKAGE: X LANDSCAPE DESIGN PLAN - INCLUDED IN THESE LANDSCAPE DRAWINGS X IRRIGATION DESIGN PLAN - INCLUDED IN THESE LANDSCAPE DRAWINGS X GRADING DESIGN PLAN - PER CIVIL SHEETS 6.SEE BELOW FOR WATER EFFICIENT LANDSCAPE WORKSHEET 7.SEE BELOW FOR WATER BUDGET CALCULATIONS (MAWA) AND (ETWU) 8.I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE MWELO __________________________________________________________________ WESLEY AROLA - CA RLA #5958 CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING ITEMS: 1. SOILS MANAGEMENT REPORT Submit soil samples to a laboratory for analysis and recommendations. Soil sampling shall be conducted in accordance with laboratory protocol, including protocols regarding adequate sampling depth for the intended plants. The soil analysis may include: soil texture; infiltration rate determined by laboratory test or soil texture infiltration rate table; pH; total soluble salts; sodium; percent organic matter; and recommendations. The soil analysis report shall be submitted to the local agency as part of the Certificate of Completion. The soil analysis report shall be made available, in a timely manner, to the professionals preparing the landscape design plans and irrigation design plans to make any necessary adjustments to the design The project applicant, or his/her designee, shall submit documentation verifying implementation of soil analysis report recommendations to the local agency with Certificate of Completion 2.CERTIFICATE OF COMPLETION - SEE APPENDIX C OF THE MWELO 3.IRRIGATION SCHEDULING - PER SECTION 492.10 OF THE MWELO 4.SCHEDULE OF LANDSCAPE AND IRRIGATION MAINTENANCE - PER SECTION 492.11 OF THE MWELO 5.IRRIGATION AUDIT REPORT - PER SECTION 492.12 OF THE MWELO IRRIGATION CALCULATIONS 1" = 1'-0" WALL MOUNT CONTROLLER RCV WIRES. 1 1/2" DIAMETER RIGID STEEL CONDUIT FOR BELOW GRADE. USE PVC SCH. 40 TO WALL. INSTALL BACKUP BATTERIES AS REQUIRED. GROUND AS PER MFG. SPECIFICATIONS. 1/2" DIAMETER RIGID STEEL CONDUIT FOR 110 VAC ELECTRICAL SOURCE. INSTALL AS SET CONTROLLER 60" ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED. CONTROLLER AS SPECIFIED. SECURELY BOLT CONTROLLER CODES. FINISHED GRADE. LONG SWEEP ELL. PER LOCAL ELECTRICAL FX-IR-FX-CONT-07 3 1 1/2" = 1'-0" TYPICAL DRIP TUBING COMPRESSION FITTING. PLANT GRAPHIC DRIPLINE EDGE. TYPICAL 1/4" TUBE STAKE WITH EMITTER OR CAP. TYPICAL 1/4" DISTRIBUTION TUBING, 48" MAX. LENGTH. TYPICAL 1/2" DRIP TUBING STAKE. MULTI-OUTLET EMITTER OR TRANSFER. EMITTER OR BUBBLER ON 12" DRIP STAKE. TRANSFER BARB TEE FOR DOUBLE EMITTER. TYPICAL COMPRESSION FITTING. TYPICAL 12" DRIP TUBING. NOTE: 1. PLACE EMITTERS 3 4 BETWEEN THE TRUNK AND OUTTER DRIPLINE. 2. EVENLY SPACE EMITTERS AROUND PLANT. 3. STAKE THE DRIP TUBING AT EACH TEE, ELL, COUPLER, AT EACH EMITTER OR TRANSFER, AND AT 6'-0" MAX O.C. FX-IR-FX-DRIP-01 4 1 1/2" = 1'-0" 1" DRIP VALVE/FILTER/REGULATOR FILTER AS SPECIFIED. SCH. 80 RISER. SxT TEE W/ 2" NIPPLE AT MAINLINE. PRESSURE REGULATOR AS SPECIFIED. PVC TRUE UNION BALL VALVE. 20"X14" JUMBO PLASTIC VALVE BOX. 2" ABOVE GRADE AT SHRUBS. RCV AS SPECIFIED. CONTROLLER WIRE WITH 30 INCH LINEAR LENGTH OF COIL, WITH PLASTIC I.D. TAG AND WATERPROOF CONNECTORS. 12 " B E L O W G R A D E . 12" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES. TWO 6X2X16 CONCRETE BLOCK CAPS, ONE ON EACH SIDE OF THE BOX. 45° DOWN AS REQ. TO LATERAL PIPE DEPTH. OUTLET PIPE SAME SIZE AS VALVE, 24" MIN. LENGTH TO FIRST FITTING. PVC UNION W/ SHORT NIPPLES. 3" M I N . SET BOX FLUSH AT TURF. FX-IR-FX-DRIP-12 2 1 1/2" = 1'-0" ELECTRIC REMOTE CONTROL VALVE 2" CLR BELOW TOP OF BOX. WATER PROOF WIRE CONNECTORS 10X15 RECTANGULAR VALVE BOX. 2" MINIMUM, 4" MAXIMUM PLASTIC I.D. TAG AT EACH VALVE. REMOTE CONTROL VALVE, ONE PER BOX. 2" - 4 " 4" CL R REQ. TO LATERAL 45 DOWN AS TO FIRST FITTING. PIPE DEPTH. LINE AS PER IRRIGATION PLAN. 12 " B E L O W G R A D E SCHEDULE 80 RISER. TWO ON EACH SIDE. MAIN LINE. OUTLET PIPE SAME SIZE INCREASE LATERAL CONCRETE BRICK SUPPORT, AS VALVE, 24" MIN. ON 30" LOOPED WIRES. 2" ABOVE FINISH GRADE AT SHRUBS. 3/4" ABOVE FINISH GRADE AT LAWN. FX-IR-FX-RCV-05 1 FS M 62