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HomeMy WebLinkAboutReso 26-06 Dublin Collision Center SDR with PlansReso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 1 of 33 RESOLUTION NO. 26-06 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 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. Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 2 of 33 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; Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 3 of 33 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 Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 4 of 33 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. Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 5 of 33 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 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 indicated on the plan set prepared by Little Diversified Architectural Consulting (Sheets 1-16) dated December 4, 2025 and as generally depicted by the color and material samples submitted along with the project. The project plans and color and material samples are on file in the Community Development Department. This Site Development Review approval is as further specified as the following Conditions of Approval for this project. PL Ongoing 2. Effective Date. This SDR approval becomes effective 10 days following action by the Planning Commission unless appealed before that time in accordance with the Dublin Zoning Ordinance. PL Ongoing 3. Site Development Review Expiration. Construction or use shall commence within one (1) year of Site Development Review approval or the Site Development Review shall lapse and become null and void. If there is a dispute as to whether the Site Development Review has expired, the City may hold a noticed public hearing to determine the matter. Such a determination may be processed concurrently with revocation proceedings in appropriate circumstances. If a Site Development Review expires, a new application must be made and processed according to the requirements of the Zoning Ordinance. PL One Year After Effective Date 4. Time Extension. The Director of Community Development may, upon the Developer/ 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 PL Prior to Expiration Date Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 6 of 33 # CONDITION TEXT AGENCY WHEN Prior to: Community Development may grant a maximum of two extensions 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 the Dublin Zoning Ordinance. Any violation of the terms or conditions of this permit shall be subject to citation. PL On-going 6. Requirements and Standard Conditions. The Developer/Applicant shall comply with applicable City of Dublin Fire Prevention Bureau, Dublin Public Works Department, Dublin Building Department, Dublin Police Services, Alameda County Flood Control District Zone 7, Livermore Amador Valley Transit Authority, Alameda County Public and Environmental Health, Dublin San Ramon Services District and the California Department of Health Services requirements and standard conditions. Prior to issuance of building permits or the installation of any improvements related to this project, the Developer shall supply written statements from each such agency or department to the Planning Department, indicating that all applicable conditions required have been or will be met. Various Building Permit Issuance 7. Required Permits. Developer shall obtain all permits required by other agencies, if applicable, including, but not limited to Alameda County Flood Control and Water Conservation District Zone 7, California Department of Fish and Wildlife, Army Corps of Engineers, Regional Water Quality Control Board, Caltrans and provide copies of the permits to the Public Works Department. PW Building Permit Issuance 8. Fees. The Developer/Applicant shall pay all applicable fees in effect at the time of building permit issuance, including, but not limited to: Planning fees; Building fees; Dublin San Ramon Services District fees; Public Facilities fees; Transportation Impact Fees; City of Dublin Fire fees; Noise Mitigation fees; Inclusionary House In-Lieu fees; Alameda County Flood Control and Water Conservation District fees. Timing for payment of outside Various Grading Permit or Building Permit Issuance 9. Indemnification. Developer/Applicant shall defend, indemnify, and hold harmless the City of Dublin and its agents, officers, and employees from any claim, action, or proceeding against the City of Dublin or its agents, officers, or employees to attack, set aside, void, or annul an approval of the City of Dublin or its advisory ADM On-going Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 7 of 33 # CONDITION TEXT AGENCY WHEN Prior to: agency, appeal board, Planning Commission, City Council, Community Development Director, Zoning Administrator, or any other department, committee, or agency of the City; provided, however, that the duty to so defend, indemnify, and hold harmless shall be subject to the City's promptly notifying the Developer/Applicant's of any said claim, action, or proceeding and the City's full cooperation in the defense of such actions or proceeding. 10. Clean-up. The Developer/Applicant shall be responsible for clean- up and disposal of project related trash to maintain a safe, clean and litter-free site. PL On-going 11. Clarification of Conditions. In the event that there needs to be clarification to the Conditions of Approval, the Director of Community Development and the City Engineer have the authority to clarify the intent of these Conditions of Approval to the Developer without going to a public hearing. The Director of Community Development and the City Engineer also have the authority to make minor modifications to these conditions without going to a public hearing in order for the Developer to fulfill needed improvements or mitigations resulting from impacts to this project. PW On-going 12. Modifications. Modifications or changes to this Site Development Review approval may be considered by the Community Development Director if the modifications or changes proposed comply with Section 8.104.100 of the Zoning Ordinance and with the Eastern Dublin Specific Plan. PL On-going 13. Equipment Screening. All electrical equipment, fire risers, and/or mechanical equipment shall be screened from public view by landscaping and/or architectural features. Any roof-mounted equipment shall be completely screened from adjacent street view by materials architecturally compatible with the building and to the satisfaction of the Community Development Director. The Building Permit plans shall show the location of all equipment and screening for review and approval by the Director of Community Development. PL Building Permit Issuance and Through Completion/ On-going 14. Master Sign Program. A Master Sign Program shall be reviewed and approved at the Staff-level for all project-related signage including, but not limited to, wall signs, monument signs, community identification signage, address signage, directional PL Installation of any project- related signage Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 8 of 33 # CONDITION TEXT AGENCY WHEN Prior to: signage, parking signage, speed limit signage, retail tenant signage, and other signage deemed necessary by the City. The wall and monument signs shown in the Project Plans are for illustrative purposes only and the full details of the sign sizes, material s, 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 site. PL Establishmen t of the temporary use 16. Public Art. The project is required to comply with Sections 8.58.05A and 8.58.05D of Chapter 8.58 (Public Art Program) of the Dublin Municipal Code. The Project will make a monetary 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-lieu contribution shall be as provided in the Dublin Municipal Code, Chapter 8.58. PL Issuance of Building Permit 17. Perimeter Fencing. Existing chain-link perimeter fencing shall be 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 coordinate with Caltrans on the 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 Final Landscape and Irrigation Plan. PL Occupancy PLANNING LANDSCAPE CONDITIONS 18. Final landscape and irrigation system plans.A Final Landscape and Irrigation Plan prepared and stamped by a State licensed landscape architect or registered engineer shall be submitted for review and approval by the Community Development Director and shall comply with Section 8.72.030 of the Dublin Municipal Code. PL Approval of Final Landscape Plans 19. Water Efficient Landscaping Regulations. The Developer/Applicant shall meet all requirements of the City of Dublin's Water-Efficient Landscaping Regulations, Section 8.88 of the Dublin Municipal Code. PL Approval of Final Landscape Plans 20. Landscaping at Street/Drive Aisle Intersections.Landscaping shall not obstruct the sight distance of motorists, pedestrians or bicyclists. Except for trees, landscaping (and/or landscape structures such as walls) at drive aisle intersections shall not be taller than 30 inches above the curb. Landscapin g shall be kept at PL Approval of Final Landscape Plans and Ongoing Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 9 of 33 # CONDITION TEXT AGENCY WHEN Prior to: a minimum height and fullness giving patrol officers and the general public surveillance capabilities of the area. 21. Plan Coordination. Civil Improvement Plans,Joint Trench Plans, Street Lighting Plans and Landscape Improvement Plans shall be submitted on the same size sheet and plotted at the same drawing scale for consistency, improved legibility and interdisciplinary coordination. PL Approval of Final Landscape Plans 22. Maintenance of Landscape. All landscape areas on the site shall be enhanced and properly maintained at all times. Any proposed or modified landscaping to the site, including the removal or replacement of trees, shall require prior review and written approval from the Community Development Director. PL On-going BUILDING CONDITIONS 23. Building Codes and Ordinances. All project construction shall conform to all building codes and ordinances in effect at the time of building permit. B Through Completion 24. Construction Drawings. Construction plans shall be fully dimensioned (including building elevations) accurately drawn (depicting all existing and proposed conditions on site), and prepared and signed by a California licensed Architect or Engineer. All structural calculations shall be prepared and signed by a California licensed Architect or Engineer. The site plan, landscape plan and details shall be consistent with each other. B Issuance of Building Permits 25. Building Permits. To apply for building permits, Developer/Applicant shall submit electronic drawings for plan check. An annotated copy of the Conditions of Approval shall be included with the submittal. The notations shall clearly indicate how all Conditions of Approval will or have been complied with . Construction plans will not be accepted without the annotated resolutions attached to each set of plans. Developer/Applicant will be responsible for obtaining the approvals of all participation non- City agencies prior to the issuance of building permits. B Issuance of Building Permits 26. Foundation. Geotechnical Engineer for the soils report shall review and approve the foundation design. A letter shall be submitted to the Building Division on the approval. B Prior to Permit Issuance 27. Plumbing Fixture Count. The plumbing fixture count (e.g., water closets, lavatories, urinals, drinking fountains) shall meet the minimum requirements for the use as regulated by the CA B Prior to Permitting Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 10 of 33 # CONDITION TEXT AGENCY WHEN Prior to: Plumbing Code. 28. Temporary Fencing. Temporary construction fencing shall be installed along perimeter of all work under construction. B Through Completion 29. Parking. The required number of parking stalls, the design and location of the accessible parking stalls shall be as required by the CA Building Code. The design and number of clean air / EV ready stalls and bicycle long and short term stalls shall be as required by the CA Green Building Standards Code. B Through Completion 30. Accessory Structures. Building permits are required for all trash enclosures and associated amenities / structures and are required to meet the accessibility and building codes. B Through Completion FIRE PREVENTION 31. The building will be required to comply with all Building and Fire Code requirements in effect at time of permit application. F Building Permit Issuance 32. All fire apparatus access road shall be with an approved all - weathered surface and capable of supporting imposed load of 75,000 lbs. F Approval of Improvement Plans 33. Fire Hydrants. All existing and proposed fire hydrants shall comply with the requirements in CFC Section 507.5, Appendix B, and Appendix C. F Approval of Improvement Plans 34. No fire service lines shall pass beneath buildings.F Approval of Improvement Plans 35. New Fire Sprinkler System & Monitoring Requirements . In accordance with The Dublin Fire Code, fire sprinklers shall be installed in the building. The system shall be in accordance with the NFPA 13, the CA Fire Code and CA Building Code. Plans and specifications showing detailed mechanical design, cut sheets, listing sheets and hydraulic calculations shall be submitted to the Fire Department for approval and permit prior to installation. This may be a deferred submittal. a) Sprinkler Plans. (Deferred Submittal Item). Submit detailed mechanical drawings of all sprinkler modifications, including cut sheets, listing sheets and calculations to the Fire Department for approval and permit prior to installation. b) All sprinkler system components shall remain in compliance with the applicable NFPA 13 Standard, the CA Fire Code and the CA Building Code. F Building Permit Issuance Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 11 of 33 # CONDITION TEXT AGENCY WHEN Prior to: c) Underground Plans. (Deferred Submittal Item). Submit detailed shop drawings for the fire water supply system, including cut sheets, listing sheets and calculations to the Fire Department for approval and permit prior to installation. All underground and fire water supply system components shall be in compliance with the applicable NFPA 13, 24, 20, 22 Standards, the CA Fire Code and the CA Building Code. The system shall be hydrostatically tested and inspected prior to being covered. Prior to the system being connected to any fire protection system, a system flush shall be witnessed by the Fire Department. d) Central Station Monitoring. Automatic fire extinguishing systems installed within buildings shall have all control valves and flow devices electrically supervised and maintained by an approved central alarm station. Zoning and annunciation of central station alarm signals shall be submitted to the Fire Department for approval. e) Fire Protection Equipment shall be identified with approved signs constructed of durable materials, permanently installed and readily visible. 36. Fire Alarm System Required. A Fire Alarm System in conformance with the Dublin Fire Code is required and shall be installed 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. a. Fire Alarm Plans. (Deferred Submittal Item). Submit detailed drawings of the fire alarm system, including floor plan showing all rooms, device locations, ceiling height and construction, cut sheets, listing sheets and battery and voltage drop calculations to the Fire Department for review and permit prior to the installation. Where employee work initially designed with a minimum 20% spare capacity for adding appliances to accommodate hearing impaired emp b. Central Station Monitored Account. Automatic fire alarm systems shall be monitored by an approved central alarm station. Zoning and annunciation of central station alarm signals shall be approved by the Fire Department. F Occupancy Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 12 of 33 # CONDITION TEXT AGENCY WHEN Prior to: c. Qualified Personnel. The system shall be installed, inspected, tested, and maintained in accordance with the provisions of NFPA 72. Only qualified and experienced persons shall perform this work. Examples of qualified individuals are those who have been factory trained and certified or are NICET Fire Alarm Certified. d. Inspection & Testing Documentation. Performance testing of all initiating & notification devices in the presence of the Fire Inspector shall occur prior to final of the system. Upon this inspection, proof that the specific account is UL Certificated must be provided to the Fire Inspector. 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 higher than 5 feet above the floor measured to the top of the extinguisher. Extinguishers shall be inspected monthly and serviced by a licensed concern annually. F Occupancy 38. FD Building Key Box. Building Access. A Fire Department Key Box shall be installed at the main entrance to the Building. Note these locations on the plans. The key box should be installed approximately 5 1/2 feet above grade. The box shall be sized to hold the master key to the facility as well as keys for rooms not accessible by the master key. Specialty keys, such as the fire alarm control box key shall also be installed in the box. The key box door and necessary keys are to be provided to the fire inspector upon the final inspection. The inspector will then lock the keys into the box. F Occupancy 39. Means of Egress. Exit signs shall be visible and illuminated with emergency lighting when building is occupied. F Occupancy 40. Addressing. Addressing shall be illuminated or in an illuminated area. The address characters shall be contrasting to their background. If address is placed on glass, the numbers shall be on the exterior of the glass and a contrasting background placed behind the numbers. F Occupancy Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 13 of 33 # CONDITION TEXT AGENCY WHEN Prior to: 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 to the tenant space with minimum 5-inch high characters. 41. If there will be storage, use and handling of hazardous materials in 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 appro val of process / storage / handling requirements. Project shall meet the requirements of the Alameda County Department of Environmental Health as Certified Unified Program Agency (CUPA). Provide to CUPA the Material Safety Data Sheets, Hazardous Materials Business Plan and all required documentation for permitting process. Contact Alameda County Health services at (510) 567-6780. F Building Permit Issuance 42. Interior Finish. Wall and ceiling interior finish material shall meet the requirements of Chapter 8 of the California Fire Code. Interior finishes will be field verified upon final inspection. If the product is not field marked and the marking visible for inspection, maintain the products cut-sheets and packaging that show proof of the products flammability and flame-spread ratings. Decorative materials shall be fire retardant. F Occupancy 43. Fire Access During Construction. a) Fire Access. Access roads, turnaround, pullouts, and fire operation areas are fire lanes and shall be maintained clear and free of obstructions, including the parking of vehicles. b) Entrances. Entrances to job sites shall not be blocked, including after hours, other than by approved gates/barriers that provide for emergency access. c) Site Utilities. Site utilities that would require the access road to be dug up or made impassible shall be installed prior to construction commencing. d) Entrance flare, angle of departure, width, turning radii, grades, turnaround, vertical clearances, road surface, F Ongoing during construction Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 14 of 33 # CONDITION TEXT AGENCY WHEN Prior to: bridges/crossings, gates/key-switch, within a 150-foot distance to Fire Lane shall be maintained. e) Personnel Access. Route width, slope, surface and obstructions must be considered for the approved route to furthermost portion of the exterior wall. f) All-weather access. Fire access is required to be all- weather access. Show on the plans the location of the all- weather access and a description of the construction. Access roads must be designed to support the imposed loads of fire apparatus. 44. Fire Safety During Construction a) Clearance to combustibles from temporary heating devices shall be maintained. Devices shall be fixed in place and protected from damage, dislodgement or overturning b) Smoking shall be prohibited except in approved areas. location in each structure or location in which smoking is prohibited. c) Combustible debris, rubbish and waste material shall be removed from buildings at the end of each shift of work. d) Flammable and combustible liquid storage areas shall be maintained clear of combustible vegetation and waste materials. F Ongoing during construction DUBLIN SAN RAMON SERVICES DISTRICT 45. Regulations that apply to development projects The regulations that apply to development projects are codified in: the Dublin San Specifications and Drawings for Design and Installation of Water and me to time; all applicable DSRSD Master Plans and all DSRSD policies. Prior to issuance of any building permit, complete improvement plans shall be submitted to DSRSD that conform to the pertinent documents. DSRSD Building Permit Issuance 46. Fees. Planning and review fees, inspection fees, and fees associated with a wastewater discharge permit shall be paid to DSRSD in accordance with the rates and schedules and at time of payment as established in the DSRSD Code. Planning and review fees are due after the 1st submittal of plans. Construction Permit and Inspection Fees are due prior to the issuance of a DSRSD Permit Submittal and Construction Permit Issuance Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 15 of 33 # CONDITION TEXT AGENCY WHEN Prior to: Construction Permit. Capacity Reserve Fees are due before the water meter can be set or the connection to the sewer system. 47. District Review and Acceptance. Prior to issuance of any building permit by the City; or any Building Permit or Construction Permit by the Dublin San Ramon Services District, all improvement plans for DSRSD facilities shall be signed by the District Engineer. Each drawing of improvement plans for DSRSD facilities shall contain a signature block for the District Engineer indicating approval of the sanitary sewer and/or water facilities shown. Prior to approval by the District Engineer, the Developer/Applicant shall pay all required DSRSD construction costs for the sewer and water systems, a faithful performance bond, and a comprehensive general liability insurance policy in the amounts and forms that are acceptable to DSRSD. The Developer/Applicant shall allow at least 15 working days for final improvement drawing review by DSRSD before signature by the District Engineer. DSRSD Building Permit Issuance or Construction Permit Issuance 48. Submission of Proposed Easements . Prior to approval by the City of a grading permit or a site development permit, the locations and widths of all proposed easement dedications for water and sewer lines shall be submitted to and approved by DSRSD. DSRSD Building Permit Issuance or Construction Permit Issuance 49. Locate facilities in public streets . Water and sewer mains shall be located in public streets rather than in off-street locations to the fullest extent possible. If unavoidable, then sewer or water easements must be established over the alignment of each sewer or water main in an off-street or private street location to provide access for future maintenance and/or replacement. DSRSD Approval of Improvement Plans 50. Sewers to operate by gravity flow. Sewers shall be designed to Pumping of sewage is discouraged and may only be allowed under extreme circumstances following a case by case review with DSRSD staff. Any pumping station will r equire specific review and approval by DSRSD of preliminary design reports, design criteria, and final plans and specifications. The DSRSD reserves the right to require payment of present worth 30 year operations and maintenance costs as well as other conditions within a separate agreement with the Developer/Applicant for any project that DSRSD Approval of Improvement Plans Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 16 of 33 # CONDITION TEXT AGENCY WHEN Prior to: requires a pumping station. 51. Water and/or Sewer Capacity Demands .This project will be analyzed by DSRSD to determine if it represents additional water and/or sewer capacity demands on the District. Developer/Applicant will be required to pay all incremental capacity reserve fees for water and sewer services as required by the project demands. All capacity reserve fees must be paid prior to installation of a water meter for water. If a water meter is not required, the capacity reserve fee shall be paid prior to issuance of a building permit. The District may not approve the building permit until capacity reserve fees are paid. DSRSD Building Permit Issuance or Construction Permit Issuance 52. Obtain Permit to Construct No sewer line or waterline construction shall be permitted unless the proper utility construction permit has been issued by DSRSD. A construction permit will only be issued after all of the items in Condition No. 46 have been satisfied. DSRSD Building Permit Issuance or Construction Permit Issuance 53. Backflow Prevention Devices/Double Detector Check Valves. Above ground backflow prevention devices/double detector check valves shall be installed on fire protection systems connected to the DSRSD water main. The Developer/Applicant shall collaborate with the Fire Department and with DSRSD to size and configure its fire system. DSRSD Approval of Improvement Plans 54. Proposed Irrigation. Any proposed irrigation for this project shall be designed for and connected to potable water. Unless explicitly stated otherwise by DSRSD, recycled water irrigation is unavailable for use for this project per DERWA recycled water moratorium Resolution No. 19-3 dated 3/24/2019. DSRSD Approval of Improvement Plans 55. No installation under pavers, decorative pavement or concrete. Pipelines and related appurtenances shall not be constructed underneath pavers or decorative pavement or concrete. DSRSD Approval of Improvement Plans 56. Trash Enclosures. If trash enclosures are required to drain to the sanitary sewer system, grease interceptors shall be connected downstream of the drain and installed near the trash enclosure area. The trash enclosure shall be roofed and graded to minimize rain water or stormwater from entering the drain within the trash enclosure. DSRSD Building Permit Issuance or Construction Permit PUBLIC WORKS GENERAL CONDITIONS Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 17 of 33 # CONDITION TEXT AGENCY WHEN Prior to: 57. Conditions of Approval. Applicant/Developer shall comply with the City of Dublin Public Works Standard Conditions of Approval modified by Project Specific Conditions of Approval below. PW On-going 58. Compliance. Applicant/Developer shall comply with the 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 effect at the time of building permit. All public improvements constructed by Applicant/Developer and to be dedicated to the section 1771. Accordingly, Applicant/Developer, in constructing such improvements, shall comply with the Prevailing Wage Law (Labor Code. Sects. 1720 and following). PW On-going 59. Zone 7 Impervious Surface Fees. The Applicant/Developer shall submit an accompanying exhibit for review by the Public Works Department. Fees generated by this application will be due at issuance of Building Permit. PW Grading Permit or Building Permit Issuance PUBLIC WORKS AGREEMENTS 60. Stormwater Management Maintenance Agreement. Applicant/Developer or Property Owner shall enter into an 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, mitigation areas, and existing wetlands shall be included for reference, as applicable. Said Agreement is required pursuant to Provision C.3 of the Municipal Regional Stormwater NPDES Permit, Order No. R2-2022-0018. Said permit requires the City to provide verification and assurance that all treatment devices will be properly operated and maintained. The Agreement shall be recorded against the property and shall run with the land. PW Grading Permit or Building Permit Issuance 61. Improvement Agreement. Applicant/Developer shall enter into an Improvement Agreement with the City for all public PW Sitework Permit Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 18 of 33 # CONDITION TEXT AGENCY WHEN Prior to: improvements including any required offsite storm drainage or roadway improvements that are needed to serve the development, as determined by the City Engineer. Issuance PUBLIC WORKS PERMITS AND BONDS 62. Encroachment Permit. Applicant/Developer shall obtain an Encroachment Permit from the Public Works Department for all construction activity within the public right-of-way. At the discretion of the City Engineer an encroachment permit for work specifically included in an Improvement Agreement may not be required. PW Permit Issuance 63. Grading Permit. Applicant/Developer shall obtain a Grading Permit from the Public Works Department for all grading. PW Permit Issuance 64. Security. Applicant/Developer shall provide faithful performance security to guarantee the improvements, as well as payment security, as determined by the City Engineer (Note: The performance security shall remain in effect until one year after final inspection). PW Permit Issuance 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) PW Permit Issuance PUBLIC WORKS - SUBMITTALS 66. Improvement Plan Submittal Requirements. All submittals of Public Works Department Improvement Plan Submittal PW Grading Permit Issuance Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 19 of 33 # CONDITION TEXT AGENCY WHEN Prior to: complete submittal of improvement plans shall include all civil improvements, joint trench, street lighting and on-site safety lighting, landscape plans, and all associated documents as required. Applicant/Developer shall not piecemeal the submittal by submitting various components separately. 67. Improvement Plan Requirements from Other Agencies . Applicant/Developer will be responsible for submittals and reviews to obtain the approvals of all participating non-City agencies, including but not limited to: the Alameda County Fire Department and the Dublin San Ramon Services District. PW Grading Permit Issuance 68. Composite Exhibit. Construction plan set shall include a Composite Exhibit showing all site improvements, utilities, landscaping improvements and trees, etc. to be constructed to ensure that there are no conflicts among the proposed and existing improvements. PW Grading Permit Issuance 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. PW Grading Permit Issuance 70. Ownership and Maintenance of Improvements. Applicant/Developer shall submit an Ownership and Maintenance Exhibit for review and approval by Planning Division and Public Works Department. Terms of maintenance are subject to review and approval by the City Engineer. PL, PW Sitework Permit Issuance 71. Building Pads, Slopes and Walls . Applicant/Developer shall provide the Public Works Department with a letter from a registered civil engineer or surveyor stating that the building pads have been graded to within 0.1 feet of the grades shown on the approved Grading Plans, and that the to p & toe of banks and retaining walls are at the locations shown on the approved Grading Plans. PW Acceptance of Improvement s 72. Approved Plan Files. Applicant/Developer shall provide the Public Works Department a PDF format file of approved site plans, including grading, improvement, landscaping & irrigation, joint trench and lighting. PW Grading Permit Issuance 73. Master Files. Applicant/Developer shall provide the Public Works project, in a format acceptable to the City Engineer. Digital raster PW Acceptance of Improvement Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 20 of 33 # CONDITION TEXT AGENCY WHEN Prior to: copies are not acceptable. The digital vectorized files shall be in AutoCAD 14 or higher drawing format. All objects and entities in layers shall be colored by layer and named in English. All submitted drawings shall use the Global Coordinate System of USA , California, NAD 83 California State Plane, Zone III, and U.S. foot. s 74. Environmental & Sustainability Files. Applicant/Developer shall provide to the Public Works Department GIS shape files, provided in a format acceptable to the City, all MRP Provision C.3 stormwater features, trash capture devices, mitigation measures, wetlands, v-ditches and public waste containers. PW/ESD Acceptance of Improvement s 75. SB 1383 Compliance Reporting. To comply with SB 1383, 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) procured from each facility or entity, facility or vendor information (name of facility, address, contact information), a general description of how the compost and/or mulch was used, and where compost and mulch was used, and invoices demonstrating procurement. PW/ESD Acceptance of Improvement s / building occupancy PUBLIC WORKS PARCEL MAP, EASEMENTS AND ACCESS RIGHTS 76. Dedications. All rights-of-way and easement dedications required by these conditions and the site development review, or determined necessary by the City Engineer, shall be dedicated by separate instrument. PW Sitework Permit Issuance 77. Emergency Vehicle Access Easements. The Applicant/Developer shall dedicate Emergency Vehicle Access Easements (EVAE) over the clear pavement width of all drive aisles as required by the Alameda County Fire Department and City Engineer. PW Sitework Permit Issuance 78. Abandonment of Easements. Applicant/Developer shall obtain abandonment from all applicable public agencies of existing easements and rights-of-way within the project site that will no longer be used. Prior to completion of abandonment, the improvement plans may be approved if the Applicant/Developer can demonstrate to the satisfaction of the City Engineer that the abandonment process has been initiated. PW Sitework Permit Issuance Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 21 of 33 # CONDITION TEXT AGENCY WHEN Prior to: 79. Acquisition of Easements. Applicant/Developer shall be responsible for obtaining all onsite and offsite easements, and/or obtain rights-of-entry from the adjacent property owners for any improvements not located on their property. The Applicant/Developer shall prepare all required documentation for dedication of all easements on-site and off-site. The easements and/or rights-of-entry shall be in writing and copies furnished to the Public Works Department. PW Sitework Permit Issuance 80. Approval by Others. The Applicant/Developer will be responsible for submittals and reviews to obtain the approvals of all applicable non-City agencies. PW Sitework Permit Issuance PUBLIC WORKS - GRADING 81. Grading Plan. The Grading Plan shall be in conformance with the recommendation of the Geotechnical Report, the approved Tentative Map and Site Development Review, and the City design standards & ordinances. In case of conflict between the soil n and the City ordinances, the City Engineer shall determine which shall apply. PW Grading Permit Issuance 82. Geotechnical Engineer Review and Approval.The Project Geotechnical Engineer shall be retained to review all final grading plans and specifications. The Project Geotechnical Engineer shall approve all grading plans prior to City approval. PW Grading Permit Issuance/ Sitework Permit 83. Grading Off-Haul. The disposal site and haul truck route for any off-haul dirt materials shall be subject to the review and approval by the City Engineer prior to the issuance of a Grading Permit. If the Applicant/Developer does not own the parcel on which the proposed disposal site is located, the Applicant/Developer shall provide the City with a Letter of Consent signed by the current owner, approving the placement of off-haul material on their parcel. A Grading Plan may be required for the placement of t he off-haul material. A Transportation Permit or Encroachment Permit may be required for the haul route, as determined by the City Engineer, which shall include a pre- and post-hauling survey of the pavement condition. Applicant/Developer shall be responsible for repairing damaged pavement due to hauling operations, as determined by the City Engineer. PW Grading Permit Issuance/ Sitework Permit Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 22 of 33 # CONDITION TEXT AGENCY WHEN Prior to: 84. Erosion Control Plan. A detailed Erosion and Sediment Control Plan shall be included with the Grading Plan submittal. The plan shall include detailed design, location, and maintenance criteria of all erosion and sedimentation control measures. The plan shall also address site housekeeping best management practices. PW Grading Permit Issuance 85. Demolition Plan. 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 trees, water meters, sewer cleanouts, drainage inlets or backflow prevention devices. PW Grading Permit Issuance PUBLIC WORKS STORM DRAINAGE & OTHER UTILITIES 86. On-site Storm Drain System. Storm drainage for the 10-year storm event shall be collected on-site and conveyed through storm drains to the public storm drain system. Show the size and location of existing and proposed storm drains and catch basins on the site plan. Show the size and location of public storm drain lines and the points of connection for the on-site storm drain system. PW Grading Permit Issuance 87. Overland Release. Grading and drainage shall be designed so that surplus drainage (above and beyond that of the 10-year storm event) not collected in site catch basins, is directed overland so as not to cause flooding of existing or proposed buildings. PW Grading Permit Issuance 88. Storm Drain Easements. Private storm drain easements and maintenance roads shall be provided for all private storm drains or ditches that are located on private property. The Applicant/Developer shall be responsible for the acquisition of all storm drain easements from offsite property owners which are required for the connection and maintenance of all offsite storm drainage improvements. PW Grading Permit Issuance 89. Storm Drain Inlet (SDI) Markers . All storm drain inlets must be scheme: PW Acceptance of Improvement Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 23 of 33 # CONDITION TEXT AGENCY WHEN Prior to: 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 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. s 90. Fire Hydrants. Fire hydrant locations shall be approved by the Alameda County Fire Department. A raised reflector blue traffic marker shall be installed in the street opposite each hydrant, and shown on the signing & striping plan. PW Acceptance of Improvement s 91. Dry Utilities. Applicant/Developer shall construct gas, electric, telephone, cable TV, and communication improvements within the fronting streets and as necessary to serve the project and the future adjacent parcels as approved by the City Engineer and the various Public Utility agencies. PW Certificate of Occupancy or Acceptance of Improvement s 92. Dry Utility Locations. All new and existing electric, telephone, cable TV, and communications utilities, shall be placed underground in accordance with the City policies and ordinances. All utilities shall be located and provided within public utility easements or public services easements and sized to meet utility company standards. PW Certificate of Occupancy or Acceptance of Improvement s 93. Utility Vaults and Boxes. All utility vaults, boxes, and structures, unless specifically approved otherwise by the City Engineer, shall be underground and placed in landscaped areas and screened from public view. Landscape drawings shall be submitted to the City showing the location of all utility vaults, boxes, and structures and adjacent landscape features and plantings. The Joint Trench Plans shall be submitted along with the grading and/or improvement plans. PW Certificate of Occupancy or Acceptance of Improvement s PUBLIC WORKS- STREET IMPROVEMENTS Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 24 of 33 # CONDITION TEXT AGENCY WHEN Prior to: 94. Public Improvements. The public improvements shall be constructed generally as shown on the Site Development Review. However, the approval of the Site Development Review is not an approval of the specific design of the drainage, traffic circulation, parking, stormwater treatment, sidewalks and street improvements. PW Grading Permit or Encroachme nt Permit Issuance 95. Public Improvement Conformance. All public improvements shall conform to the City of Dublin Standard Plans, current practices, and design requirements and as approved by the City Engineer. PW Grading Permit or Encroachme nt Permit Issuance 96. Public Street Slopes. Public streets shall be a minimum 1% slope with minimum gutter flow of 0.7% around bulb outs. PW Grading Permit or Encroachme nt Permit Issuance 97. Pavement Structural Sections. Asphalt concrete pavement sections within the public right-of-way shall be designed using the Caltrans method for flexible pavement design (including the asphalt factor of safety), an assumed R-Value of 5. Final pavement sections shall be based on the actual R-Value obtained from pavement subgrade. PW Grading Permit or Encroachme nt Permit Issuance 98. Decorative Pavement. Any decorative pavers/paving installed within City right-of-way shall be done to the satisfaction of the City Engineer. Where decorative paving is installed at signalized intersections, pre-formed traffic signal loops shall be put under the decorative pavement. Decorative pavements shall not interfere with the placement of traffic control devices, including pavement markings. All turn lane stripes, stop bars and crosswalks shall be delineated with concrete bands or colored paver s to the satisfaction of the City Engineer. Maintenance costs of the decorative paving shall be the responsibility of the Applicant/Developer or future property owner. PW Grading Permit or Encroachme nt Permit Issuance 99. Curb, Gutter & Sidewalk. Applicant/Developer shall remove and replace damaged, hazardous, or nonstandard curb, gutter and sidewalk along the project frontage. Contact the Public Works Department to mark the existing curb, gutter and sidewalk that will need to be removed and replaced. PW Grading Permit or Encroachme nt Permit Issuance Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 25 of 33 # CONDITION TEXT AGENCY WHEN Prior to: 100. Curb Ramps. City standard curb ramps are required at all intersections. All curb ramps shall include truncated domes, and meet the most current City and ADA design standards. Show curb ramp locations on the plans. Please note that all curb returns on public streets shall have directional or dual ADA ramps one for each crosswalk and oriented to align parallel with the crosswalk. PW Grading Permit or Encroachme nt Permit Issuance 101. Visibility Triangle. All improvements within the sight visibility triangle at all intersections, including but not limited to walls and surface elevation at the nearest lane. PW Grading Permit or Encroachme nt Permit Issuance 102. Traffic Signing and Striping. Applicant/Developer shall install all traffic signage, striping, and pavement markings as required by the City Engineer. Signing plans shall show street name and stop signs and any other regulatory signage appropriate for the project. Striping plans shall show stop bars, lane lines and channelization as necessary. Striping plans shall distinguish between existing striping to be removed and new striping to be installed. All striping shall be thermoplastic. PW Grading Permit or Encroachme nt Permit Issuance 103. Street Lighting. Street light standards and luminaries shall be designed and installed or relocated as determined by the City Engineer. PW Grading Permit or Encroachme nt Permit Issuance PUBLIC WORKS - CONSTRUCTION 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 acceptance of the improvements. PW Start of Construction and On-going 105. Archaeological Finds. If archaeological materials are encountered during construction, construction within 100 ft of these materials shall be halted until a professional Archaeologist certified by the Society of California Archaeology (SCA) or the Society of Professional Archaeology (SOPA) has had an opportunity to evaluate the significance of the find and suggest appropriate mitigation measures. PW Start of Construction and On-going Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 26 of 33 # CONDITION TEXT AGENCY WHEN Prior to: 106. Construction Activities. Construction activities, including the idling, maintenance, and warming up of equipment, shall be limited to Monday through Friday, and non-City holidays, between the hours of 7:30 a.m. and 6:00 p.m. except as otherwise approved by the City Engineer. Extended hours or Saturday work will be considered by the City Engineer on a case-by-case basis. Note that the construction hours of operation within the public right-of- way are more restrictive. PW Start of Construction and On-going 107. Temporary Fencing. Temporary construction fencing shall be installed along the construction work perimeter to separate the construction area from the public. All construction activities shall be confined within the fenced area. Construction materials and/or equipment shall not be operated/stored outside of the fenced area or within the public right-of-way unless approved in advance by the City Engineer. PW Start of Construction and On-going 108. Construction Noise Management Plan . Applicant/Developer shall prepare a construction noise management plan that identifies measures to minimize construction noise on surrounding developed properties. The plan shall include hours of construction operation, use of mufflers on construction equipment, speed limit for construction traffic, haul routes and identify a noise monitor. Specific noise management measures shall be provided prior to project construction. PW Start of Construction Implementati on, and On- going as needed 109. Traffic Control Plan. Closing of any existing pedestrian pathway and/or sidewalk during construction shall be implemented through a City-approved Traffic Control Plan and shall be done with the goal of minimizing the impact on pedestrian circulation. PW Start of Construction and On-going as needed 110. Construction Traffic Interface Plan . Applicant/Developer shall prepare a plan for construction traffic interface with public traffic on any existing public street. Construction traffic and parking may be subject to specific requirements by the City Engineer. PW Start of Construction ; Implementati on, and On- going as needed 111. Pest Control. Applicant/Developer shall be responsible for controlling any rodent, mosquito, or other pest problem due to construction activities. PW On-going Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 27 of 33 # CONDITION TEXT AGENCY WHEN Prior to: 112. Dust Control Measures. Applicant/Developer shall be responsible for watering or other dust-palliative measures to control dust as conditions warrant or as directed by the City Engineer. PW Start of Construction ; Implementati on On-going as needed 113. Dust Control/Street Sweeping. The Applicant/Developer shall provide adequate dust control measures at all times during the grading and hauling operations. All trucks hauling export and import materials shall be provided with tarp cover at all times. Spillage of haul materials and mud-tracking on the haul routes shall be prevented at all times. The Applicant/Developer shall be responsible for sweeping of streets within, surrounding and adjacent to the project, as well as along the haul route, if it is determined that the tracking or accumulation of material on the streets is due to its construction activities. PW During Grading and Site Work 114. Construction Traffic and Parking All construction-related parking shall be off-street in an area provided by the Applicant/Developer. Construction traffic and parking shall be provided in a manner approved by the City Engineer. PW Start of Construction and On-going PUBLIC WORKS EROSION CONTROL & STORMWATER QUALITY 115. Stormwater Treatment. Consistent with Provision C.3 of the Municipal Regional Stormwater NPDES Permit (MRP) Order No. R2-2022-0018, the Applicant/Developer shall submit documentation including construction drawings demonstrating all stormwater treatment measures and hydromodification requirements as applicable are met. PW/ESD Grading Permit Issuance 116. Stormwater Source Control. All applicable structural and operational stormwater source controls shall be implemented. PW/ESD Grading/Site work Permit Issuance 117. Maintenance Access. Developer/Applicant shall design and construct maintenance access to all stormwater management measures and mitigation swales, as appropriate. Maintenance access for equipment and personnel to overflow risers, cleanouts and other structures is required. The final number, location, width, and surfacing of maintenance access points from public or private streets is subject to the approval of the City Engineer and GHAD Engineer, as applicable. PW/ESD Grading Permit Issuance Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 28 of 33 # CONDITION TEXT AGENCY WHEN Prior to: 118. Green Stormwater Infrastructure (GSI). Per the Municipal Regional 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-lieu fees. In lieu of treating approximately 615 square feet of impervious surface area of public ROW that will be redeveloped as part of this project, the 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 Fee Act (Government Code Section 66000, et seq.). PW/ESD Grading Permit or Encroachme nt Permit Issuance 119. NOI and SWPPP. Prior to any clearing or grading, Applicant/Developer shall provide the City evidence that a Notice of Intent (NOI) has been sent to the California State Water Resources Control Board per the requirements of the NPDES. A copy of the Storm Water Pollution Prevention Plan (SWPPP) shall be provided to the Public Works Department and be kept at the construction site. PW Start of Any Construction Activities 120. SWPPP. The Storm Water Pollution Prevention Plan (SWPPP) shall identify the Best Management Practices (BMPs) appropriate to the project construction activities. The SWPPP shall include the erosion and sediment control measures in accordance with the regulations outlined in the most current version of the Association of Bay Area Governments (ABAG) Erosion and Sediment Control Handbook or State Construction Best Management Practices Handbook. The Applicant/Developer is responsible for ensuring that all contractors implement all storm water pollution prevention measures in the SWPPP. PW SWPPP to be Prepared Prior to Grading Permit Issuance; Implementati on Prior to Start of Construction and On-going as needed 121. Stormwater Management Plan. The Stormwater Management Plan has been approved in concept only. A final Stormwater Management Plan shall be submitted for review and approval by the City Engineer. Approval is subject to the Applicant/Developer providing the necessary plans, details, a nd calculations that PW/ESD Building Permit Issuance and Grading Permit Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 29 of 33 # CONDITION TEXT AGENCY WHEN Prior to: demonstrate the plan complies with the standards issued by the San Francisco Bay Regional Water Quality Control Board and Alameda Countywide Clean Water Program. Landscape Based Stormwater Management Measures shall be irrigated and be on a separate irrigation controller from traditional landscape, and meet WELO requirements. Issuance 122. Stormwater Control Plan. A narrative Stormwater Control Plan with 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 available at https://dublin.ca.gov/1656 PW/ESD Building Permit Issuance and Grading Permit Issuance 123. Trash Capture. The project must include appropriate full trash capture devices for both private and public improvements. Specific details on the trash capture devices selected are required on the construction plan set demonstrating how MRP Provision C.10 (trash capture) requirements are met. A list of approved full trash capture devices may be found at the California Stormwater Quality Association website at the following link: https://www.casqa.org/resources/trash/certified-full-capture- system-trash-treatment-control-devices. Please note that lead time for trash capture device delivery can be substantial. The Developer/Applicant /contractor shall plan accordingly. PW Building Permit Issuance and Grading Permit Issuance 124. Phased Construction and Stormwater Management Measures . Required stormwater treatment, hydromodification management, and trash capture devices shall be installed concurrent with construction of the first phase of improvements. Temporary facilities are not permitted. PW/ESD Building Permit Issuance and Grading Permit Issuance PUBLIC WORKS ONSITE IMPROVEMENTS 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, trucks, and emergency vehicles. PW Grading Permit Issuance 126. Vehicle Parking. All on-site vehicle parking spaces shall conform to the following: lines set 2 feet apart in accordance with City Standards and DMC 8.76.070.A.17. PW Grading Permit Issuance Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 30 of 33 # CONDITION TEXT AGENCY WHEN Prior to: -wide concrete step-out curbs shall be constructed at each parking space where one or both sides abut a landscaped area or planter. stops shall be provided within each parking space in accordance with City Standards. curb intersections where applicable. Parking stalls next to walls, fences and obstructions to DMC 8.76.070.A.16. Landscaped strips adjacent to parking stalls shall be unobstructed in order to allow for a minimum 2-foot vehicular overhang at front of vehicles. 127. Onsite Signing and Striping Plan. A Traffic Signing and Striping Plan showing all proposed signing and striping within on-site parking lots and drive aisles, shall be submitted for review and approval by the City Engineer. PW Grading Permit or Encroachme nt Permit Issuance 128. Photometrics. The Applicant/Developer shall provide a complete photometrics plan for both onsite and frontage roadways. Include the complete data on photometrics, including the High, Average and Minimum values for illuminance and uniformity ratio. PW Grading Permit or Encroachme nt Permit Issuance 129. Project signs. All proposed project monument signs shall be placed on private property. Signs should be located outside of any easement areas unless specifically approved by the City Engineer. Any signage allowed to be located in an easement is subject to removal and replacement at the expense of the Developer/property owner if required by the easement holder. PW Grading Permit Issuance 130. Solid Waste Requirements. The Project must comply with all requirements in Dublin Municipal Code Chapter 7.98 and City of Dublin Waste Handling Standards for Commercial Properties and Multi-Family Properties, including the following requirements: Install color-coded three stream (gray for garbage, blue for recycling, green for compost) public litter containers with clear signage describing each waste stream at eating and picnic areas. Install color-coded two stream (gray for garbage, blue for PW/ESD Building Permit or Site Work Permit Issuance Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 31 of 33 # CONDITION TEXT AGENCY WHEN Prior to: 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 prevent rainwater from entering. The collection containe rs shall/will be maintained by property owner. 131. Cigarette butt collection. Install and appropriately site cigarette butt collection containers for employee and public and/or resident use. PW/ESD Building Permit or Site Work Permit Issuance 132. Garbage truck access. The Developer/Applicant shall provide plans and details on anticipated garbage truck access and routes, in addition to example set-out diagrams for waste carts/bins placement on garbage day demonstrating adequate space available for carts/bins. Carts and bins shall not block street or driveway access. On street parking must be considered (e.g., if on street parking is allowed, demonstrate that there is adequate space for parked cars and three-stream carts). PW/ESD Building Permit or Site Work Permit Issuance PUBLIC WORKS - SPECIAL CONDITIONS 133. Landscape Features within Public Right -of-Way. The Property Property Owner to maintain the landscape and decorative features within public right-of-way including frontage landscaping, decorative pavements and special features (i.e. walls, portals, benches, etc.). The Agreement shall identify the ownership of the special features and maintenance responsibilities. The Property Owner will be responsible for maintaining the surface of all decorative pavements including restoration required as the result of utility repairs. PW Grading Permit or Encroachme nt Permit Issuance 134. ReScape California Landscape Design . All publicly owned landscape (e.g. parks, right of way, etc.) shall be designed and rated to meet ReScape standards. The Developer/Applicant is encouraged to design all other landscape areas according to ReScape Landscape standards. PW/ESD Building Permit Issuance and Grading Permit Issuance 135. Hydromodification Management Standards . This project is subject to hydromodification management measures. The Developer/Applicant shall review the Bay Area Hydrology Model (BAHM) Review Worksheet for all projects that must meet PW Grading Permit or Encroachme nt Permit Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 32 of 33 # CONDITION TEXT AGENCY WHEN Prior to: Hydromodification Management Standards. The worksheet is http://dublin.ca.gov/1656/ Issuance 136. Special Projects, Non-LID Stormwater Treatment. Non-LID stormwater treatment must meet the General Use Level Designation on the Washington Department of Ecology TAPE protocol (https://ecology.wa.gov/Regulations-Permits/Guidance- technical-assistance/Stormwater-permittee-guidance- resources/Emerging-stormwater-treatment-technologies#tape). PW/ESD 137. Waste Enclosure. The waste enclosure shall meet all of the 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-ups. The improvement plans and/or building permit plans shall show additional information demonstrating these requirements are met. A standard plan for the waste enclosure can be downloaded at https://dublin.ca.gov/341/Standard-Plans 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 containers are not designed and established inside the commercial building. PW/ESD Building Permit Issuance and Grading Permit Issuance 138. PCBs Demolition Ordinance. The Developer/Applicant shall provide all screening and testing forms required to comply with the Chapter 7.29 of the Dublin Municipal Code, Management of Polychlorinated Biphenyls during the Building Demolition Process. Forms and additional resources may be found at https://dublin.ca.gov/2113/PCBs-Building-Demolition- Ordinance. PW/ESD Demolition Permit, Building Permit, and/or Sitework Permit Issuance 139. Construction BMPs for PCBs Demolition Projects . To minimize potential transport of Polychlorinated Biphenyls to the storm drain system, enhanced construction best management practices (BMPs) must be implemented. Minimum BMPs include the following: PW/ESD Demolition Permit, Building Permit, and/or Sitework Reso. No. 26-06, Item 6.1, Adopted 06/23/2026 Page 33 of 33 PASSED, APPROVED, AND ADOPTED BY the Planning Commission of the City of Dublin, on this 23rd day of June 2026 by the following vote: AYES: Badami, Prasath, Simuro NOES: ABSENT: Han, Rashid ABSTAIN: ______________________________ Planning Commission Vice Chair ATTEST: _________________________________ Planning Manager # CONDITION TEXT AGENCY WHEN Prior to: Street sweeping. Daily street sweeping of the project and adjacent streets using vacuum or regenerative air sweepers to effectively remove sediment, dust, and debris must be conducted. Daily 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 appropriate waste handling facility. Permit Issuance 140. Roll-Off Box Enclosure. The roll off box enclosure shall comply with waste enclosure standards of Dublin Municipal Code Section 7.98 for location, access, screening, and design requirements. Roll off box enclosures are required to be covered with a roof with adequate overhead clearance for waste hauler vehicles access and to allow room to maneuver. PW/ESD Building Permit or Sitework Permit Issuance 141. Stormwater pumps. Preference is for stormwater to reach the treatment measure via gravity, not via a pump system; if mechanical pumping is desired, use duplex pumps to provide redundancy in case of pump failure. PW/ESD Building Permit or Site Work Permit Issuance 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 © 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 © 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 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 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 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 - 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 4 : 5 9 p m 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: 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 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 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 - 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 CR E E K INTE R S T A T E 5 8 0 1 C5.1 6 C4.0 PR E L I M I N A R Y U T I L I T Y 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 - C4.0_UT.dwgPl o t M a y 1 9 , 2 0 2 6 a t 5 : 0 0 p m 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 - 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 DUBLIN COURT INTE R S T A T E 5 8 0 EX I S T I N G CR E E K INTE R S T A T E 5 8 0 LEGEND: NOTES: DMA-X IMP-X 7 C5.0 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 PL 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 - C5.0_SWCP.dwgPl o t M a y 1 9 , 2 0 2 6 a t 5 : 0 0 p m 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 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 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 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 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 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