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(1) are peculiar to the project or project site; (2) were not identified as significant project-level, cumulative, or off- site effects in the PA-1 Specific Plan EIR; or (3) were previously identified significant effects, which as a result of substantial new information that was not known at the time that the PA-1 Specific Plan EIR was certified, are determined to have a more severe adverse impact than discussed in the PA-1 Specific Plan EIR. In addition, the Project would also be subject to all applicable requirements, including mitigation measures, identified under the PA-1 Specific Plan EIR (State Clearinghouse (SCH) #2018042064) and the City’s General Plan, have been listed in Exhibit “B,” attached hereto and made a part of this resolution, and all City standards applicable to this Project. As a result, the Project is exempt from further environmental review under CEQA. The City Council directs staff to file a Notice of Exemption for this Project with the County Clerk within five working days of the project approval.
B. Hereby finds that:
With respect to the design review findings pursuant to Brentwood Municipal Code Section 17.820.007:
i. The proposed development shall create a well-composed urban design, harmoniously related to other facilities in the immediate area and to the total setting as seen from key vantage points in the community.
The proposed Project site is designed in a manner that is sensitive to nearby developments in that the development is surrounded by commercial uses or land designated for commercial uses to the north, south, and west, and positioned deep into the site away from the more sensitive residential receptors across Heidorn Ranch Road, and landscaping and screening will be installed along the perimeter of the site. The proposed building and fueling facility is an acceptable design with approaches identified in the City’s Commercial and Industrial Design Guidelines and has an
architectural theme (elevations, materials, building form, and color) that is compatible with adjacent developments consistent in height, massing, and design, and Brentwood’s community
character as envisioned in the Specific Plan. Finally, the buildings and parking lot improvements maintain substantial setbacks from property lines, thereby accommodating significant common open space and landscape screening through the depth of the site. ii. Elements of design which have significant relationship to the exterior appearance of structures and facilities shall be given special consideration; these elements include but are not limited to height, arrangement on the site, texture, lighting, material, color, signs, landscaping, size, bulk and scale, and appurtenances.
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The proposed buildings are designed to reach a maximum height of 36 feet 6 inches, which is below the maximum 45-foot height allowed for development within the PA-1- Regional Commercial zone in which the Project is located. The finish materials on the proposed building are of a quality design, including split face stone and metal panel elements to reduce massing and a parapet roof design that includes varying heights wrapped with a parapet cap for visual depth, which is consistent with the Specific Plan guidelines. The combination of decorative features and varied parapet roof forms also complement the designs of other buildings in the vicinity. The Project is subject to the PA-1 Specific Plan lighting and design guidelines. Implementation of the lighting and design standards in the Specific Plan would ensure that Project lighting features do not result in light spillage onto adjacent properties and do not significantly impact views of the night sky.
As noted in finding viii below, the size, bulk, and scale of the proposed Project is within the building parameters permitted under the zoning, with a 154,852-square-foot Costco retail warehouse (including a 5,368-square-foot entrance canopy) on Parcel A, and a fueling facility with an 11,500 square foot canopy over 16 fueling dispensers (allowing for 32 fueling positions) on Parcel B. iii. The proposed development shall be of a quality and character appropriate to, and serving to protect the value of, private and public investments in the immediate area.
Development of the Project represents a significant investment in the property which has the potential of establishing 250-300 new job opportunities. Related improvements along the right-of-way are designed to ensure the proper flow of traffic while minimizing the impact that the Project will have on existing infrastructure and adjacent properties. The quality of the building designs is reflective of and appropriate to the commercial developments within nearby centers and neighborhoods.
iv. Where the proposed development is located in an area for which a specific plan, planned development, neighborhood plan or precise plan has been adopted by the city council, the design of the development shall conform in all significant respects with such plans.
The Project site is located within PA-1 which was established with the intent of establishment of an employment center that will assist the City towards achieving its goal of a healthy jobs-to-housing balance, reducing commute times for residents, and establishing new opportunities for economic growth and employment within the city. The proposed commercial development adheres to the intent
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of the zone in that it is proposed within an area designated for commercial uses and where the retail warehouse and fueling station are listed as both permitted and conditionally permitted.
For findings relative to height and setback conformance, see item viii. below.
v. The proposed development shall conform with all requirements for landscaping, screening, parking, usable open space and off-street loading as set forth in this title.
The Project, as designed and conditioned, incorporates all required landscape areas along the project boundaries. Additionally, the landscape design incorporates trees and screening along the Lone Tree Plaza Drive and Highway 4 frontages, and the site plan is designed to insulate the visual effects of the development from the public street. Parking spaces and loading areas on the site are provided in accordance with the City’s Municipal Code
requirements.
vi. The site development criteria set forth in Section 17.820.008.
The siting and internal arrangement of all structures and circulation, parking and loading, lighting, access, landscape, hardscape, signing, and utility facilities on the site are conducive to an orderly, attractive, efficient, and harmonious development.
Additionally, as designed, the proposed development will not have an adverse environmental effect on adjacent developments, existing or potential, by reason of conflicts in land use in that the proposed development adheres to the PA-1 Specific Plan land use designation and as established in the General Plan. Conflicts relating to topography are avoided, given the flat topography of both the subject site, as well as adjacent properties. Finally, traffic conflicts are avoided in that the primary access points are directly from Lone Tree Plaza Drive and are designed to serve the proposed development.
vii. “The City of Brentwood Design Guidelines” Draft, dated February 1, 2001, and any other applicable specific design criteria or standards set out in this title or other city ordinance.
The City’s Commercial and Industrial Design Guidelines site planning guidelines are addressed by the provision of interesting and attractive street edges and varied building planes providing visual continuity along the street frontage, pedestrian connections between the street frontage and the building entrance, substantial areas for landscaping along street edges is provided, and screening landscaping are designed to minimize impacts on the adjacent streets and other existing uses in the vicinity.
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Building design guidelines are addressed in that the design includes a combination varied height parapet roof forms; the selected materials provide continuity between the various facades of the buildings; blank walls are avoided; and durable finish materials are employed in the form of split face stone and varied materials. viii. All applicable regulations of the zoning ordinance and other city ordinances, policies or resolutions.
The project is consistent with the zoning and the design meets all applicable commercial development standards found in the PA-1 Specific Plan. Since the TV/MU parcels are not proposed to be developed at this time, their development standards are not include in the discussion below. The project including both the retail warehouse and the fueling facility are consistent with the PA-1 Regional Commercial district, as summarized with the following table:
PA-1, Regional Commercial Development Standards
RequirementRegional
Commercial
Proposed Retail
Building
Proposed Fueling
Facility
Floor Area Ratio 0.6 maximum ~ 0.2
Building Lot
Coverage 40% ~20%
Maximum Building
Height 45 feet 36 feet, 6 inches 18 feet 6 inches
Minimum Front
Yard setback
10 feet to the
western entry
drive
~530 feet 10 feet
Minimum Street
Side Yard setback
10 feet to Lone
Tree Plaza Drive ~74 feet ~115 feet
Minimum Side Yard
setback
0 feet to
Mokelumne Trail ~395 feet ~325 feet
Minimum Rear Yard
setback
0 feet to Highway
4 ~40 feet ~ 718 feet
Vehicle Parking
4 spaces/1,000
square feet for
the tail
warehouse and 3
for the fueling
station
5.39 spaces/1,000
Bicycle Parking
5% of total vehicle
parking 5%
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In sum, the proposed project, as conditioned, is consistent with the City General Plan and City Zoning Ordinance, the PA-1 Regional Commercial district, and other City regulations, as it consists of a Costco Warehouse and Fuel Facility, on the project site designated for such uses. In regard to parking regulations, the applicant is providing parking in excess of what is required within the Specific Plan.
C. Hereby approves Design Review No. 22-002, subject to the conditions of approval listed in Exhibit “A,” attached hereto and made a part of this resolution, and all City standards applicable to this Project.
D. The documents and materials associated with this Resolution that constitute the record of proceedings on which these findings are based are located at 150 City Park Way in Brentwood, California. Planning Manager Erik Nolthenius is the custodian of records for the record of proceedings.
This permit shall terminate on July 25, 2025, unless actual construction has begun prior to that date. However, such period of time may be extended by the Planning Commission upon application filed at any time before said date.
ADOPTED by the City Council of the City of Brentwood at its regular meeting of July 25, 2023, by the following vote:
AYES:
NOES:
ABSENT:
RECUSE:
APPROVED
Joel R. Bryant
Mayor
ATTEST:
Margaret Wimberly, MMC
City Clerk
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EXHIBIT “A” TO
CITY COUNCIL RESOLUTION NO.
DR 22-002 – DESIGN REVIEW APPROVAL FOR COSTCO
CONDITIONS OF APPROVAL
1. The Permittee and Applicant, including all successors in interest (collectively, “Permittee”) shall comply with each and every condition set forth in the Permit.
Design Review No. 22-002 (the “Permit”) shall have no force or effect and no building permit shall be issued unless and until all things required by the belowenumerated precedent conditions have been performed. The Permittee shall develop the site in accordance with the approved attachments and as modified by these Conditions of Approval.
2. The Permittee shall comply with all applicable Standard Conditions of Approval for Commercial and Industrial Projects, dated May 2005, hereby incorporated by reference, unless modified by any of the conditions below. Public Works and Engineering Standard Conditions of Approval shall be completed to the satisfaction of the City Engineer.
3. This project is approved subject to the design-level plans drawn by Kimley Horn and MG2, dated “Received June 8, 2023,” except as amended by any conditions contained herein. The subsequent construction-level plans shall match in all aspects, except for minor deviations that may be allowed by staff during its review of said plans. Other deviations will be subject to Planning Commission review.
4. The building construction drawings shall indicate that the top of all rooftop equipment is below the height of the parapet roofs to the satisfaction of the Community Development Director prior to building permit issuance. No rooftop equipment shall extend above the rooflines of the buildings.
5. The Permittee shall obtain conditional use permit approval for the fuel facility uses for Costco prior to commencement of operation of such use.
6. All proposed uses shall be in conformance with uses permitted by the PA-1 Specific Plan. In the event a use is proposed that is not included as a permitted use per the use regulations of the PA-1 Specific Plan, the Permittee shall be required to seek and obtain all necessary approvals for such use.
7. The Permittee shall indemnify, defend with counsel of the City’s reasonable choosing, and hold harmless City and its City Council, its boards and commissions, officials, officers, employees, and agents (the “Indemnified Parties”) from and against any third party claim, action, or proceeding against City and/or the Indemnified Parties to attack, review, set aside, void, or annul the City’s approval of the project approved herein, including adoption of DR 22-002, and any environmental determination made with regard thereto. This indemnification shall include, but not be limited to, damages awarded against
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the City, if any, costs of suit, reasonable attorneys' fees, and other reasonable expenses incurred in connection with such claim, action, causes of action, suit or proceeding. The Permittee shall pay to the City upon demand or, as applicable, on a monthly basis to counsel of City’s reasonable choosing, amounts owed pursuant to the indemnification requirements prescribed in this condition. City shall promptly notify the Permittee of any claim, action, or proceeding and shall engage in reasonable efforts to cooperate in the defense.
8. The Permittee shall submit an application for any future signage proposed for the project, which shall require approval of an administrative sign permit by the Community Development Department which shall be in conformance with the master sign program (MSP 22-001) approved by the Planning Commission and shall also be in accordance with the City’s Municipal Code.
9. The building construction drawings shall be submitted for the review and approval by the Community Development Director prior to building permit issuance.
10.The Permittee shall schedule a pre-construction meeting to include the project planner, as well as the building inspector and engineering construction inspector assigned to the project, and a representative from Parks and Recreation, if judged to be necessary, prior to the start of building construction.
11.Final landscape plans and application must be submitted for review and approved by the Community Development Director, City Engineer, and the Director of Parks and Recreation prior to installation of any landscape or irrigation materials and prior to approval of improvement plans. Further, the landscape plans must include all water use calculations necessary to determine compliance with the City’s Water Efficient Landscape Ordinance and any further regulations enacted by the State of California prior to landscape plan approval.
12.The Project site shall be annexed into the most current Community Facilities District and Lighting and Landscape Assessment District (street lights and landscaping), or provide and execute an alternative funding mechanism acceptable to the City for the maintenance of City improvements to the satisfaction of the Director of Parks and Recreation.
13.Project shall enter into a Revocable License Landscape Maintenance Agreement with the City for all private landscaping maintained with the project that is located between the back of sidewalk and public right-of-way line to the satisfaction of the Director of Parks and Recreation.
14.All parking lot fixtures, as well as any building-mounted fixtures, must be submitted in conjunction with the photometric plan for the review and approval of the Community Development Director. All fixtures must be of a cut-off or
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full cut-off classification and cut-sheets allowing verification of the design must be submitted.
15.The Permittee shall perform or cause to be undertaken all applicable mitigation measures within the 2018 PA-1 Specific Plan EIR (SCH #2018042064) and the General Plan as listed in Exhibit B of this resolution.
16.The Permittee shall perform or cause to be undertaken all applicable goals and policies within the PA-1 Specific Plan including “Policy C-1.11” to require new development projects that would generate more than 50 employees to implement Transportation Demand Management (TDM) programs.
17.Video surveillance cameras must be placed to adequately monitor both the exterior of the Project Site and the interior of the buildings. These cameras shall be installed to the satisfaction of the Community Development Director and Chief of Police prior to occupancy of the buildings. The security cameras, within the building interiors, on building exteriors, and within the parking lot may be a camera system of the building owners/tenant’s choice subject to review and approval by the Chief of Police prior to installation.
18.The development shall include the purchase of four (4) Vigilant cameras with LPR (license plate reader) capabilities, to include
power/communications, box/cables and mounting brackets. These cameras will be installed, accessed and maintained by the City of Brentwood. The cameras will be installed by City of Brentwood personnel on the closest major thoroughfare to the project site which is owned and maintained by the City of Brentwood (Sand Creek Rd East of Heidorn Ranch Rd).
19.The Permittee shall maintain the area surrounding the development, including but not limited to, the buildings, the walkways surrounding the buildings, and the associated landscaping in a clean and orderly manner at all times to the satisfaction of the Community Development Director.
20.Prior to issuance of a building permit, the Permittee shall record an access easement, reciprocal parking agreement, and a maintenance agreement between all four of the affected parcels identified in MS 351-22 to the satisfaction of the City Engineer.
21.The Permittee shall pay the Agricultural Mitigation Fee, if not previously paid, in effect at the time of improvement plan approval to the satisfaction of the City Engineer.
22.The Project shall be consistent with all applicable City’s General Plan Policies.
23.Permittee shall monitor and enforce on-site truck circulation compliance with signage.
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24.All on-site storm drainage facilities including, but not limited to, storm mains, inlets, swales, and bioretention facilities are private and maintained by the property owner(s).
25.All improvements shall be designed and constructed; all permits issued; all fees paid; and all securities submitted pursuant to applicable Federal and state laws, state and regulatory agencies, the Subdivision Map Act, the Brentwood Municipal Code, the City Engineering Department’s Standard Plans and Specifications, and the City Engineering Department’s Engineering Procedures Manual.
25.Permittee and all construction plans and maps shall comply with Brentwood Municipal Code Title 8 “Health and Safety,” Title 9 “Public Peace and Welfare,” Title 12 “Streets, Sidewalks and Public Places,” Title 13 “Sewers,” Title 14 “Water,” Title 15 “Building and Construction,” and Title 16 “Subdivision and Land Development.” In particular:
a. Solid waste service shall comply with Brentwood Municipal Code Chapter
8.16 “Solid Waste.”
b. Construction and demolition work shall comply with Brentwood Municipal Code Chapter 8.40 “Construction and Demolition Debris Recycling.”
c. Permittee shall comply with Brentwood Municipal Code Chapter 9.32 “Noise Regulations.”
d. Permittee shall comply with the encroachment permit requirements pursuant to Brentwood Municipal Code Chapter 12.08 “Street Encroachments.”
e. Sewer backflow prevention, interceptors, and other health and safety requirements shall be incorporated into the project pursuant to Brentwood Municipal Code Chapter 13.04 “Sewer System – Rules and Regulations.”
f. Brine-discharging self-regenerating water softener systems are prohibited pursuant to Brentwood Municipal Code Section 13.04.022.B. g. Water service shall comply with Brentwood Municipal Code Chapters
14.01 “Municipal Water System” and Chapter 14.10 “Cross-Connection Control.” In addition and to comply with both health and safety requirements as well as the City’s Engineering Design Standards, all projects serving more than 25 units shall design and construct at least two independent points of potable water supply to the Project. h. Contractors requiring construction water shall obtain a temporary water permit and shall only take water metered at a location specified by the
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City Engineer pursuant to Brentwood Municipal Code Section 14.01.340 “Contractors.”
i. Permittee shall comply with the Federal Clean Water Act, the Municipal Regional NPDES Permit, and Brentwood Municipal Code Chapter 14.20 “Stormwater Management and Discharge Control.”
j. Fire access and aerial apparatus access shall comply with the requirements of the Fire District and Brentwood Municipal Code Chapter
15.06 “Fire Code.”
k. Grading shall comply with Brentwood Municipal Code Chapter 15.52 “Grading, Erosion and Sediment Control.”
l. All grading and noise generating activities shall be limited to the days and hours defined in Brentwood Municipal Code Section 15.52.060 “Grading Regulations.”
m. In addition to the indemnification obligation set forth above, Permittee shall indemnify the City pursuant to Brentwood Municipal Code Section
15.52.160 “City Held Harmless.”
n. Permittee shall obtain all required permits including, but are not limited to: buildings; sewer connections; encroachment; grading; use; business license; water connection; Army Corps of Engineers; Contra Costa County Flood Control; California Department of Fish and Wildlife pursuant to Brentwood Municipal Code Section 16.120.050 “Procedures.”
o. All public facilities shall be constructed and any existing deficiencies shall be corrected. This includes both required on- and off-site public facilities and any deficiencies on-site, abutting the parcel or parcels involved or required off-site to provide service to the proposed development or for the continued safety, health and well-being of the public upon completion of the development pursuant to Brentwood Municipal Code Section 16.120.090 “Public Facilities Installation.”
p. Utilities shall be installed underground pursuant to Brentwood Municipal Code Section 16.120.120 “Undergrounding – Electric, Communication, Street Lighting and Advanced Technology Systems.”
q. All landscaping installed by the project shall be from trees and plants selected from the City Approved Drought Tolerant and Native Plant List and Appendix B of the Contra Costa Clean Water Program C.3 Guidelines for bioretention facilities to the satisfaction of the Director of Parks and Recreation and City Engineer.
26.Prior to issuance of a grading permit:
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a. Permittee shall coordinate the review of grading plans and obtain approval from PG&E for all proposed grading within the PG&E easement. b. The height and location of all proposed retaining walls, including deepened curbs and bioretention walls, shall be shown on the Grading Plans. Retaining walls over three feet in height shall be structurally engineered, and shall require separate building permits. c. Construction Plans shall demonstrate with plans, analysis, or other documentation signed and stamped by a licensed Civil Engineer that there is adequate overland drainage release to an adequate public drainage facility to the satisfaction of the City Engineer. Permittee shall acquire drainage easements, if necessary.
d. Permittee shall provide approved hydrology and hydraulic calculations signed by a licensed engineer demonstrating that the Project will adequately collect and convey all runoff within the Project as well as the entire developed watershed upstream of the Project pursuant to Brentwood Municipal Code 16.120.080C.
27.Prior to issuance of an encroachment permit or approval of Improvement Plans:
a. Permittee shall coordinate the review of construction plans and obtain approval from PG&E for all proposed improvements within the PG&E easement.
b. Construction Plans shall include all utilities, including, but not limited to, meters, hydrants, poles, signs, clean-outs and boxes to be located clear of all trails, sidewalks and driveways or as determined by the City Engineer.
c. Construction Plans shall include all utilities with seismic considerations to the satisfaction of the City Engineer.
d. Construction Plans shall note that construction all gravity utilities (i.e. storm drain, sewer) to always commence at the downstream connection and proceed to the upstream terminus.
e. Construction Plans shall include cathodic protection measures for all buried metallic infrastructure pursuant to City Standards or as approved by the City Engineer.
f. Construction Plans shall include all proposed storm drain inlets to include and update existing storm drain inlets along the project frontage with “No Dumping – Drains to Creek” thermoplastic stencils to the satisfaction of the City Engineer.
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g. Permittee shall obtain approval from the City Engineer on the Project Operation and Maintenance Manual for all stormwater control systems.
Said Manual shall comply with all applicable Municipal Regional NPDES Permit requirements including, but not limited to, maintenance, sediment removal, weed and trash abatement, and the use of chemicals. h. Construction Plans shall include all landscaping with adequate root barriers to protect all City facilities, including but not limited to sidewalks, utilities, meters, ramps, and driveways.
i. Permittee shall have a licensed Land Surveyor locate all existing survey monuments on or adjacent to the project, and show said monuments as protected on all construction plans.
j. Construction Plans shall include a Traffic Control Plan in conformance with the latest edition of the Manual of Uniform Traffic Control Devices issued by Caltrans and as required by the City Engineer. k. Construction Plans shall include Emergency Vehicle Access areas to comply with the requirements of the Fire District, and that ingress and egress is provided to all neighboring properties during construction. l. Construction Plans shall incorporate roadways and driveways that provide adequate sight distance pursuant to City and Caltrans design requirements. All landscape areas required to have restrictions to comply with sight distance requirements shall be shown on applicable Construction and Plot Plans.
m. Construction Plans shall incorporate all-weather vehicular access from a public road to all proposed and existing public storm drain, sewer, water, and non-potable water mains, appurtenances, and easements subject to approval of the City Engineer.
n. Permittee shall provide approved hydrology and hydraulic calculations signed by a licensed engineer demonstrating that the Project will adequately collect and convey all runoff within the Project as well as the entire developed watershed upstream of the Project pursuant to Brentwood Municipal Code 16.120.080C.
28.Prior to approving Parcel Map:
a. Parcel Map shall comply with the current Subdivision Map Act. b. The Project shall annex into the most current City Community Facilities District, and annex into, or form a street lighting and landscape maintenance assessment district, or provide and execute an alternative
Attachment 7
funding mechanism acceptable to the City for the maintenance of City improvements.
c. The Project shall annex into the most current Emergency Medical and Fire Protection Service Funding Community Facilities District as required by the Contra Costa County Fire Protection District.
d. All applicable City fees shall be paid including, but not limited to, the Agricultural Mitigation Fee, the Contra Costa Flood Control and Water Conservation District Fee.
29.Prior to issuance of any Building Permits:
a. Permittee shall provide adequate emergency vehicle access from between the public right of way and around building footprint(s) the satisfaction of the City Engineer.
b. Permittee shall provide an approval signed and sealed by a geotechnical or structural engineer of the location, nature and proximity of stormwater features near or adjacent to buildings as determined by the City Engineer. Locations and design of any mitigating structural design feature (i.e. foundations) shall be shown on the appropriate construction plans.
c. Permittee shall pay all Development Impact Fees pursuant to, or otherwise comply with the latest City of Brentwood Development Impact Fee Program.
d. Permittee shall provide documents signed by a licensed engineer on building pad elevation, compaction, and appropriate remediation from unsuitable soils.
e. Permittee shall demonstrate that all acoustic mitigations have been incorporated into applicable plans.
30.Prior to issuance of Certificate of Occupancy, Permittee shall construct a fence along the eastern property line of Parcel A of MS 351-22. Said fence shall conform with all requirements of the PA-1 Specific Plan Private Realm Development Design Guidelines.
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EXHIBIT “B” TO
CITY COUNCIL RESOLUTION NO.
DR 22-002 – DESIGN REVIEW APPROVAL FOR COSTCO
PROJECT REQUIREMENT(S) ASSOCIATED WITH
2018 PA-1 SPECIFIC PLAN EIR (SCH #2018042064)
Requirement AG-1: Implement PA-1 Specific Plan EIR Mitigation Measure 3.2-1:
As future development projects within the PA-1 Specific Plan Area are approved by the City, the Project applicant(s) must preserve agricultural lands by one of the following mechanisms, consistent with Chapter 17.730 of the Brentwood Municipal Code (Ord. 877 § 2, 2010):
1. Granting an agricultural conservation easement to or for the benefit of the city and/or a qualified land trust approved by the city on agricultural land deemed acceptable by the city. The easement shall encumber the exact acreage of the proposed entitlement, including any land used for park and recreation purposes and may encumber land acquired by the city and/or qualified land trust in fee; or
2. Payment of an in-lieu fee established by city council resolution. The fee may be adjusted annually but may not be increased by more than ten percent during any twelve-month period.
Requirement AQ-1: Implement General Plan Policy COS 8-5:
Continue to require all construction projects and ground disturbing activities to implement BAAQMD dust control and abatement measures.
Requirement AQ-2: Implement and comply with BAAQMD district rules and regulations including but not limited to: Regulation II: Permits; Regulation III: Fees; Regulation VI: Particulate Matter; Rule 6: Visible Particles; Regulation VIII: Organic Compounds, Rule 3: Architectural Coatings; Rule 7: Gasoline Dispensing Facilities; Rule 15: Emulsified and Liquid Asphalts.
Requirement AQ-3: Compliance with the California Air Resources Control Board Vapor Recovery Program requirements for fuel dispensing facilities.
Requirement BIO-1: Compliance with the East Contra Costa County HCP/NCCP and preconstruction survey requirements.
Requirement BIO-2: Compliance with the following PA-1 Specific Plan Mitigation Measures:
Mitigation Measure 3.4-1
Mitigation Measure 3.4-2
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Mitigation Measure 3.4-3
Mitigation Measure 3.4-4
Mitigation Measure 3.4-5
Mitigation Measure 3.4-6
Mitigation Measure 3.4-7
Mitigation Measure 3.4-8
Mitigation Measure 3.4-9
Mitigation Measure 3.4-10
Mitigation Measure 3.4-1: Future project proponent(s) of development projects within the Specific Plan Area shall implement the following measure to avoid or minimize impacts on special-status species:
Preconstruction surveys for Alameda whipsnake, giant garter snake, San Joaquin coachwhip, and western pond turtle shall be conducted by a qualified biologist in all areas of suitable habitat within 500 feet of project disturbance. Surveys shall be conducted within 24 hours before project disturbance.
If Alameda whipsnake or San Joaquin coachwhip are found during preconstruction surveys, activities within 200 feet of the find shall cease until appropriate corrective measures have been completed or it is determined by the qualified biologist and City staff, in coordination with USFWS and CDFW, that the species will not be harmed by the continuation of activities. Any sightings or incidental take shall be reported to USFWS and CDFW immediately.
If giant garter snake is found during preconstruction surveys, activities within 200 feet of the find shall cease until appropriate corrective measures have been completed or it is determined by the qualified biologist and City staff, in coordination with USFWS and CDFW, that the giant garter snake will not be harmed by the continuation of activities. Any sightings or incidental take shall be reported to USFWS and CDFW immediately. If western pond turtles are found during preconstruction surveys, a qualified biologist, with approval from CDFW, shall move the turtles to the nearest suitable habitat outside the area subject to project disturbance. The construction area shall be reinspected whenever a lapse in construction activity of 2 weeks or more has occurred.
Construction personnel performing activities within aquatic habitats and adjacent suitable uplands to be disturbed by project activities shall receive worker environmental awareness training from a qualified biologist to instruct workers to recognize western pond turtle, their habitats, and measures being implemented for its protection.
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Construction personnel shall observe a 15-miles-per-hour speed limit on unpaved roads.
Mitigation Measure 3.4-2: Prior to any ground disturbance, a preconstruction survey of the parcel(s) to be developed shall be completed for burrowing owl in accordance with CDFW survey guidelines (California Department of Fish and Game 1995). On the parcel where the activity is proposed, the biologist shall survey the proposed disturbance footprint and a 500-foot radius from the perimeter of the proposed footprint to identify burrows and owls. Adjacent parcels under different land ownership need not be surveyed. Surveys shall take place near sunrise or sunset in accordance with CDFW guidelines. All burrows or burrowing owls shall be identified and mapped. Surveys shall take place no earlier than 30 days prior to construction.
During the breeding season (February 1 to August 31), surveys shall document whether burrowing owls are nesting in or directly adjacent to disturbance areas.
During the nonbreeding season (September 1 to January 31), surveys shall document whether burrowing owls are using habitat in or directly adjacent to any disturbance area. Survey results shall be valid only for the season (breeding or nonbreeding) during which the survey is conducted. If burrowing owls and/or suitable burrows are not discovered, then further mitigation is not necessary. If burrowing owls and/or burrows are identified in the survey area, Mitigation Measure 3.4-3 shall be implemented.
Mitigation Measure 3.4-3: If burrowing owls are found during the breeding season (February 1 to August 31), the project proponent(s) shall avoid all nest sites that could be disturbed by project construction during the remainder of the breeding season or while the nest is occupied by adults or young. Avoidance shall include establishment of a non-disturbance buffer zone (described below). Construction may occur during the breeding season if a qualified biologist monitors the nest and determines that the birds have not begun egg-laying and incubation or that the juveniles from the occupied burrows have fledged. During the nonbreeding season (September 1 to January 31), the project proponent(s) shall avoid the owls and the burrows they are using, if possible. Avoidance shall include the establishment of a buffer zone (described below). During the breeding season, buffer zones of at least 250 feet in which no construction activities can occur shall be established around each occupied burrow (nest site). Buffer zones of 160 feet shall be established around each burrow being used during the nonbreeding season. The buffers shall be delineated by highly visible, temporary construction fencing.
If occupied burrows for burrowing owls cannot be avoided, passive relocation shall be implemented. Owls shall be excluded from burrows in the immediate impact zone and within a 160-foot buffer zone by installing one-way doors in burrow entrances.
These doors shall be in place for 48 hours prior to excavation. The project area shall be monitored daily for 1 week to confirm that the owl has abandoned the burrow.
Whenever possible, burrows shall be excavated using hand tools and refilled to prevent reoccupation (California Department of Fish and Game 1995). Plastic tubing
Attachment 7
or a similar structure shall be inserted in the tunnels during excavation to maintain an escape route for any owls inside the burrow.
Mitigation Measure 3.4-4: Prior to any ground disturbance conducted during the Swainson’s hawk nesting season (March 15 to September 15), a USFWS/CDFWapproved biologist shall conduct a preconstruction survey for Swainson’s hawk no earlier than 30 days prior to construction in order to establish whether occupied Swainson’s hawk nests are located within 1,000 feet of the parcel(s) to be developed.
If any potentially-occupied nests within 1,000 feet are off the project site, then their occupancy shall be determined by observation from public roads or by observations of Swainson’s hawk activity (e.g. foraging) near the project site. A written summary of the survey results shall be submitted to the City of Brentwood Community Development Department. If occupied nests occur on- site or within 1,000 feet of the project site, then Mitigation Measure 3.4-5 shall be implemented. If occupied nests are not found, further mitigation is not necessary.
Mitigation Measure 3.4-5: During the Swainson’s hawk nesting season (March 15 to September 15), construction activities within 1,000 feet of occupied nests or nests under construction shall be prohibited to prevent nest abandonment. If site-specific conditions, or the nature of the covered activity (e.g., steep topography, dense vegetation, and limited activities) indicate that a smaller buffer could be used, the City of Brentwood may coordinate with CDFW/USFWS to determine the appropriate buffer size. If young fledge prior to September 15, construction activities could proceed normally. If the active nest site is shielded from view and noise from the project site by other development, topography, or other features, the project applicant can apply to the City of Brentwood for a waiver of this avoidance measure.
Any waiver must also be approved by USFWS and CDFW. While nest is occupied, activities outside the buffer can take place.
All active nest trees shall be preserved on site, if feasible. Feasibility shall be determined in conjunction with the City of Brentwood. Nest trees, including nonnative trees, lost to construction activities shall be mitigated by the project proponent according to the requirements of Mitigation Measure 3.4-6.
Mitigation Measure 3.4-6: The loss of non-riparian Swainson’s hawk nest trees shall be mitigated by the project proponent(s) by:
Planting 15 saplings onsite for every tree lost with the objective of having at least 5 mature trees established for every tree lost according to the requirements below. The project proponent shall plant, maintain, and monitor 15 saplings for every tree lost at a site to be approved by the City of Brentwood, according to the requirements listed below. If onsite planting is not feasible, the applicant shall work with the City of Brentwood to provide a combination of on- and off-site plantings.
The following requirements shall be met for all planting options:
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o Tree survival shall be monitored at least annually for 5 years, then every other year until year 12. All trees lost during the first 5 years shall be replaced. Success shall be reached at the end of 12 years if at least 5 trees per tree lost survive without supplemental irrigation or protection from herbivory. Trees must also survive for at least 3 years without irrigation.
o As determined by an arborist, irrigation and fencing to protect from deer and other herbivores may be needed for the first several years to ensure maximum tree survival.
o Native trees suitable for this site shall be planted. When site conditions permit, a variety of native trees shall be planted for each tree lost to provide trees with different growth rates, maturation, and life span, and to provide a variety of tree canopy structures for Swainson’s hawk. This variety will help to ensure that nest trees will be available in the short term (5 to 10 years for cottonwoods and willows) and in the long term (e.g., Valley oak, sycamore). This will also minimize the temporal loss of nest trees.
o Riparian woodland restoration conducted as a result of construction activities (i.e., loss of riparian woodland) can be used to offset the nest tree planting requirement above, if the nest trees are riparian species, with City approval.
o As determined by the City, whenever feasible and when site conditions permit, trees shall be planted in clumps together or with existing trees to provide larger areas of suitable nesting habitat and to create a natural buffer between nest trees and adjacent development (if plantings occur on the development site). o As determined by the City, whenever feasible, plantings on the site shall occur closest to suitable foraging habitat outside the Urban Development Area (UDA).
o Trees planted in the HCP/NCCP preserves or other approved offsite location shall occur within the known range of Swainson’s hawk in the inventory area and as close as possible to high-quality foraging habitat.
Mitigation Measure 3.4-7: Future project proponent(s) of development projects within the Specific Plan Area shall implement the following measure to avoid or minimize impacts to California horned lark, grasshopper sparrow, tricolored blackbird, and white-tailed kite that may occur on the site:
Attachment 7
o Preconstruction surveys for active nests of California horned lark, grasshopper sparrow, tricolored blackbird, and white-tailed kite shall be conducted by a qualified biologist in all areas of suitable habitat within 500 feet of project disturbance. Surveys shall be conducted within 14 days before commencement of any construction activities that occur during the nesting season (February 15 to August 31) in a given area.
o If any active nests, or behaviors indicating that active nests are present, are observed, appropriate buffers around the nest sites shall be determined by a qualified biologist to avoid nest failure resulting from project activities. The size of the buffer shall depend on the species, nest location, nest stage, and specific construction activities to be performed while the nest is active. The buffers may be adjusted if a qualified biologist determines it would not be likely to adversely affect the nest. If buffers are adjusted, monitoring will be conducted to confirm that project activity is not resulting in detectable adverse effects on nesting birds or their young. No project activity shall commence within the buffer areas until a qualified biologist has determined that the young have fledged or the nest site is otherwise no longer in use.
Mitigation Measure 3.4-8: Prior to any ground disturbance related to construction activities, a biologist shall conduct a preconstruction survey in areas which may support suitable breeding or denning habitat for San Joaquin kit fox. The survey shall establish the presence or absence of San Joaquin kit fox and/or suitable dens and evaluate use by kit foxes in accordance with USFWS survey guidelines (USFWS, 1999). Preconstruction surveys shall be conducted not earlier than 30 days from commencing ground disturbance. On the parcel where activity is proposed, the biologist shall survey the proposed disturbance footprint and a 250-foot radius from the perimeter of the proposed footprint to identify San Joaquin kit fox and/or suitable dens. Adjacent parcels under different land ownership need not be surveyed. The status of all dens shall be determined and mapped. Written result of preconstruction surveys shall be submitted to the USFWS within 5 working days after survey completion and before start of ground disturbance. Concurrence by the USFWS is not required prior to initiation of construction activities. If San Joaquin kit fox and/or suitable dens are not discovered, then further mitigation is not necessary. If San Joaquin kit fox and/or suitable dens are identified in the survey area, Mitigation Measure 3.4-9 shall be implemented.
Mitigation Measure 3.4-9: If a San Joaquin kit fox den is discovered in the proposed development footprint, the den shall be monitored for 3 days by a CDFW/USFWS-approved biologist using a tracking medium or an infrared beam camera to determine if the den is currently being used. Unoccupied dens shall be destroyed immediately to prevent subsequent use. If a natal or pupping den is found,
Attachment 7
the USFWS and CDFW shall be notified immediately. The den shall not be destroyed until the pups and adults have vacated and then only after further consultation with USFWS and CDFW. If kit fox activity is observed at the den during the initial monitoring period, the den shall be monitored for an additional 5 consecutive days from the time of the first observation to allow any resident animals to move to another den while den use is actively discouraged. For dens other than natal or pupping dens, use of the den can be discouraged by partially plugging the entrance with soil such that any resident animal can easily escape. Once the den is determined to be unoccupied, it may be excavated under the direction of the biologist.
Alternatively, if the animal is still present after 5 or more consecutive days of plugging and monitoring, the den may have to be excavated when, in the judgement of a biologist, it is temporarily vacant (i.e., during the animal’s normal foraging activities).
Mitigation Measure 3.4-10: Future project proponent(s) of development projects within the Specific Plan Area shall implement the following measures to avoid or minimize impacts on bats:
If removal of suitable roosting areas (i.e. buildings, trees, shrubs, bridges, etc.) must occur during the bat pupping season (April 1 through July 31), surveys for active maternity roosts shall be conducted by a qualified biologist. The surveys shall be conducted from dusk until dark. If a special-status bat maternity roost is located, appropriate buffers around the roost sites shall be determined by a qualified biologist and implemented to avoid destruction or abandonment of the roost resulting from habitat removal or other project activities. The size of the buffer shall depend on the species, roost location, and specific construction activities to be performed in the vicinity. No project activity shall commence within the buffer areas until the end of the pupping season (August 1) or until a qualified biologist conforms the maternity roost is no longer active.
Requirement CUL-1: Implement PA-1 Specific Plan MM 3.5-1 and 3.5-3 Mitigation Measure 3.5-1: All construction workers shall receive a sensitivity training session before they begin site work within the Plan Area. The sensitivity training shall inform the workers of their responsibility to identify and protect any cultural resources, including prehistoric or historic artifacts, or other indications of archaeological resources, within the project site. The sensitivity training shall cover laws pertaining to cultural resources, examples of cultural resources that may be discovered in the project site, and what to do if a cultural resource, or anything that may be a cultural resource, is discovered.
If any subsurface historic remains, prehistoric or historic artifacts, paleontological resources, other indications of archaeological resources, or cultural and/or tribal resources are found during grading and construction activities, all work within 100 feet of the find shall cease, the City of Brentwood shall be notified, and the applicant
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shall retain an archaeologist meeting the Secretary of the Interior's Professional Qualifications Standards in prehistoric or historical archaeology, as appropriate, to evaluate the find(s). If tribal resources are found during grading and construction activities, the applicant shall notify the Native American Heritage Commission. If paleontological resources are found during grading and construction activities, a qualified paleontologist shall be retained to determine the significance of the discovery.
The archaeologist and/or paleontologist shall define the physical extent and the nature of any built features or artifact-bearing deposits. The investigation shall proceed immediately into a formal evaluation to determine the eligibility of the feature(s) for inclusion in the California Register of Historical Resources. The formal evaluation shall include, at a minimum, additional exposure of the feature(s), photodocumentation and recordation, and analysis of the artifact assemblage(s). If the evaluation determines that the feature(s) and artifact(s) do not have sufficient data potential to be eligible for the California Register, additional work shall not be required. However, if data potential exists (e.g., an intact feature is identified with a large and varied artifact assemblage), further mitigation would be necessary, which might include avoidance of further disturbance to the resource(s) through project redesign. If avoidance is determined to be infeasible, additional data recovery excavations shall be conducted for the resource(s), to collect enough information to exhaust the data potential of those resources.
Pursuant to CEQA Guidelines Section 15126.4(b)(3)(C), a data recovery plan, which makes provisions for adequately recovering the scientifically consequential information from and about the resource, shall be prepared and adopted prior to any excavation being undertaken. Such studies shall be deposited with the California Historical Resources Regional Information Center. Data recovery efforts can range from rapid photographic documentation to extensive excavation depending upon the physical nature of the resource. The degree of effort shall be determined at the discretion of a qualified archaeologist and should be sufficient to recover data considered important to the area’s history and/or prehistory. Significance determinations for tribal cultural resources shall be measured in terms of criteria for inclusion on the California Register of Historical Resources (Title 14 CCR, §4852[a]), and the definition of tribal cultural resources set forth in Public Resources Code Section 21074 and 5020.1 (k). The evaluation of the tribal cultural resource(s) shall include culturally appropriate temporary and permanent treatment, which may include avoidance of tribal cultural resources, in-place preservation, and/or re-burial on project property so the resource(s) are not subject to further disturbance in perpetuity. Any re-burial shall occur at a location predetermined between the landowner and the Native American Heritage Commission. The landowner shall relinquish ownership of all sacred items, burial goods, and all archaeological artifacts that are found on the project area to the Native American Heritage Commission for
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proper treatment and disposition. If an artifact must be removed during project excavation or testing, curation may be an appropriate mitigation.
The language of this mitigation measure shall be included on any future grading plans, utility plans, and subdivision improvement drawings approved by the City for the future development of the Plan Area.
Mitigation Measure 3.5-3: Pursuant to CEQA Guidelines Section 15.64.5(e) if human remains are discovered during the course of construction, work shall be halted at the site and any nearby area reasonably suspected to overlie adjacent human remains until the Contra Costa County Coroner has been informed and has determined that no investigation of the cause of death is required.
If the Contra Costa County Coroner determines that the remains are of Native American origin, either of the following steps shall be taken:
• The Coroner shall contact the Native American Heritage Commission within 24 hours in order to identify the person or persons the Commission believes to be the most likely descended from the decreased individual. The most likely descendent shall make a recommendation to the landowner or the person responsible for the excavation work, for means of treating or disposing of, with appropriate dignity, the human remains and any associated grave goods as provided in Public Resources Code Section 5097.98, which may include obtaining a qualified archaeologist or team of archaeologists to properly excavate the human remains.
• The landowner shall retain a Native American monitor, and an archaeologist, if recommended by the Native American monitor, and rebury the Native American human remains and any associated grave goods, with appropriate dignity, on the property and in a location that is not subject to further subsurface disturbance when any of the following conditions occurs:
o The Native American Heritage Commission is unable to identify a most likely descendent;
o The descendant identified fails to make a recommendation within 24 hours after being notified by the Commission; or
o The City of Brentwood or its authorized representative rejects the recommendation of the descendant, and the mediation by the Native American Heritage Commission fails to provide measures acceptable to the landowner.
Requirement GEO-1: Implement recommendations presented in the Geotechnical Study Prepared by Kleinfelder during the project design and construction.
Requirement GEO-2: Implement PA-1 Specific Plan MM 3.5-2
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Mitigation Measure 3.5-2: If paleontological resources are discovered during the course of construction, work shall be halted immediately within 50 meters (165 feet) of the discovery, the City of Brentwood shall be notified, and a qualified paleontologist shall be retained to determine the significance of the discovery. If the paleontological resource is considered significant, it should be excavated by a qualified paleontologist and given to a local agency, State University, or other applicable institution, where they could be curated and displayed for public education purposes.
Requirement HAZ-1: Prepare and file a Hazardous Materials Business Plan (HMBP).
Project Requirement Hydro-1: The project applicant shall prepare a Storm Water Pollution Prevention Plan (SWPPP) that includes specific types and sources of stormwater pollutants, determine the location and nature of potential impacts, and specify appropriate control measures to eliminate impacts on receiving water quality from stormwater runoff. The SWPPP shall require treatment BMPs that incorporate, at a minimum, the required hydraulic sizing design criteria for volume and flow to treat projected stormwater runoff. The SWPPP shall comply with the most current standards established by the RWQCB, and the Contra Costa Clean Water program.
Best Management Practices shall be subject to approval by the City Engineer and RWQCB.
Project Requirement Hydro 2: Prior to approval of the building permit, the project applicant shall submit a detailed Stormwater Control Plan that meets the criteria in the most recent version of the Contra Costa Clean Water Program Stormwater C.3.
Guidebook. The project’s storm drainage infrastructure plans must demonstrate adequate infrastructure capacity to collect and direct all stormwater generated on the project site within the on-site retention facility to the City’s existing stormwater conveyance system and demonstrate that the project would not result in on- or offsite drainage impacts.
Project Requirement N-1: The following requirements shall be implemented during all construction phases of the project: In compliance with General Plan Action N‐1e, the Project would be required to control construction noise with standard best practice controls. The General Plan’s suggested best practices for control of construction noise include:
1. Construction period shall be less than 12 months;
2. Noise‐generating construction activities, including truck traffic coming to and from the construction site for any purpose, shall be limited to between the hours of 7:00 a.m. and 6:00 p.m. on weekdays, and between 8:00 a.m. and 5:00 p.m. on Saturdays. No construction shall occur on Sundays or City holidays;
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3. All equipment drive by internal combustion engines shall be equipped with mufflers, which are in good condition and appropriate for the equipment;
4. The construction contractor shall utilize “quiet” models of air compressors and other stationary noise sources where technology exists;
5. At all times during project grading and construction, stationary noise‐ generating equipment shall be located as far as practicable from sensitive receptors and placed so that emitted noise is directed away from residences;
6. Unnecessary idling of internal combustion engines shall be prohibited;
7. Construction staging areas shall be established at locations that will create the greatest distance between the construction‐related noise sources and noise‐sensitive receptors nearest the project site during all project construction activities, to the extent feasible;
8. The required construction‐related noise mitigation plan shall also specify that haul truck deliveries are subject to the same hours specified for construction equipment;
9. Neighbors adjacent to the construction site shall be notified of the construction schedule in writing;
10.The construction contractor shall designate a “noise disturbance coordinator” who will be responsible for responding to any local complaints about construction noise. The disturbance coordinator shall be responsible for determining the cause of the noise complaint (e.g., starting too early, poor muffler, etc.) and instituting reasonable measures as warranted to correct the problem. A telephone number for the disturbance coordinator shall be conspicuously posted at the construction site.
Requirement UTIL-1: Compliance with the Brentwood, Municipal Code Title 14 Chapter 14.20 (Stormwater Management and Discharge Control).
Attachment 8
CITY COUNCIL RESOLUTION NO.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BRENTWOOD
DENYING AN APPEAL FILED BY WCHB, LLC OF THE PLANNING
COMMISSION’S APPROVAL OF MASTER SIGN PROGRAM (MSP 22-001)
FOR THE COSTCO PROJECT GENERALLY LOCATED SOUTH OF LONE TREE PLAZA DRIVE AND EAST OF HEIDORN RANCH ROAD (APNS 016-170- 032, 016-170-034, AND 016-170-035) AND MAKING CEQA FINDINGS
OF EXEMPTION PURSUANT TO STATE CEQA GUIDELINES SECTION
15183.
WHEREAS, Arcadia Development Co. (the “Applicant) submitted an application to the City of Brentwood, requesting approval of a master sign program application (MSP 22-001) for the Costco development generally located south of Lone Tree Plaza Drive and east of Heidorn Ranch Road (APNs 016-170-032, 016-170-034, and 016-170-035); and
WHEREAS, the Applicant concurrently submitted requests for a tentative parcel map (MS 351-11), design review (DR 22-002) to allow the construction of the Costco warehouse, fuel facility and associated site improvements, and conditional use permit (CUP 22-001) for fueling facility use; and
WHEREAS, collectively, MS 351-22, DR 22-002, CUP 22-001, and MSP 22- 001 constitute the “Project;” and
WHEREAS, the City referred the Project to various departments and agencies for review and recommendations; and
WHEREAS, on November 13, 2018, the City Council adopted the PA-1 Specific Plan and certified the associated PA-1 Specific Plan EIR (State Clearinghouse (SCH) #2018042064) in accordance with the California Environmental Quality Act (“CEQA”), codified at Public Resources Code §§ 15000, et seq., and as further governed by the State CEQA Guidelines, found at 14 CCR 21000, et seq. Cumulative impacts associated with full development and buildout of the Specific Plan Area, including the proposed project site, were fully addressed in the PA-1 Specific Plan EIR; and WHEREAS, on October 11, 2022, the City Council approved an Addendum to the PA-1 Specific Plan EIR to amend the PA-1 Specific Plan and completed additional environmental review; and
WHEREAS, the Project is consistent with the PA-1 Specific Plan EIR (EIR) and subsequent Addendum and would not result in any Project-specific significant effects to the environment, and is therefore determined to be exempt per California Environmental Quality Act Section 15183 (‘Consistent with Community Plan, General Plan, and Zoning Code’); and
WHEREAS, the City distributed a Notice of Public Hearing to all property owners of record within 300 feet of the Project Site and published it in the Brentwood
Attachment 8
Press on June 9, 2023, in accordance with City policies and Government Code Section 65090, and a public hearing notice sign was posted on the site during this same timeframe for the June 20, 2023 Planning Commission hearing; and WHEREAS, on June 20, 2023, the Planning Commission held a public hearing, reviewed said conditional use permit request, studied the compatibility of this request with adjacent land uses, and considered this request in accordance with the conditional use permit criteria established in Chapter 17.830.005 of the Brentwood Municipal Code, as well as considered the staff report, all accompanying information, and testimony received from the Applicant and other interested parties; and WHEREAS, on June 20, 2023, the Planning Commission approved the requested master sign program application (MSP 22-001) for the Costco project, by Planning Commission Resolution No. 23-021; and
WHEREAS, on June 28, 2023, WCHB, LLC filed a timely appeal of the Planning Commission’s decision to approve the Tentative Parcel Map MS 351-22, Conditional Use Permit CUP 22-001, Design Review DR 22-002, and Master Sign Program MSP 22-001 for the Costco project; and
WHEREAS, the City distributed a Notice of Public Hearing to all property owners of record within 300 feet of the Project Site and published it in the Brentwood Press on July 21, 2023, in accordance with City policies and Government Code Section 65090, and a public hearing notice sign was posted on the site during this same timeframe; and
WHEREAS, the City Council considered an appeal of the Project at its regular meeting of July 25, 2023, and considered the staff report, all accompanying information, and testimony received from the Permittee and other interested parties.
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Brentwood:
A. Hereby finds that, in accordance with California Public Resources Code Section 21083.3 and CEQA Guidelines Section 15183, and based on the entirety of the record of proceedings, including the Environmental Checklist for Streamlined Review prepared for this Project, that the Project is consistent with the land use designation and densities established by the PA-1 Specific Plan, for which an EIR was certified. In particular, the Project would not result in any significant impacts that: (1) are peculiar to the project or project site; (2) were not identified as significant project-level, cumulative, or off- site effects in the PA-1 Specific Plan EIR; or (3) were previously identified significant effects, which as a result of substantial new information that was not known at the time that the PA-1 Specific Plan EIR was certified, are determined to have a more severe adverse impact than discussed in the PA-1 Specific Plan EIR. As a result, the Project is exempt from further environmental review under CEQA. The City Council directs
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staff to file a Notice of Exemption for this Project with the County Clerk within five working days of the project approval.
B. Hereby finds that with respect to the Master Sign Program findings under Chapter 17.640.008.B of the Brentwood Municipal Code:
1. The master sign program is of integrated and harmonious design and designed to be a part of or blend with the existing building.
The master sign program is of integrated and harmonious design and designed to be a part of and blend with the proposed buildings in that signage is minimal and will be constructed with quality materials that blend well with the architectural themes of the buildings. The proposed signage is all building-mounted, with no monument signs proposed at this time.
2. The program has been prepared and endorsed by a licensed architect or sign designer.
The master sign program has been prepared by MG2, a licensed designer.
3. The signs within the program are compatible with the surrounding area.
The master sign program is compatible with the surrounding commercial buildings in the vicinity as the signs will be designed in a manner to fit the scale and size of the buildings with an appropriate number of signs allocated to each building tenant, which is consistent with other commercial buildings in the area.
4. The program is consistent with the City’s Commercial and Industrial Design Guidelines, adopted by the City Council.
The master sign program has been reviewed and determined to be consistent with the City’s Commercial and Industrial Design Guidelines (the “Guidelines”) adopted by the City Council in that the Guidelines direct:
a. “limit [signs] to the name of the business – graphic logos and other elements (e.g., text underlining) may be utilized with the approval of the Director of Community Development” (Guidelines, p. 19).
The proposal includes signage limited to the names, logos, and primary product or services provided; and
b. “locate major signage for easy viewing from fronting streets” (Guidelines, p.17). The proposed signage will include a 280 sq. ft. building-mounted sign facing State Route 4, a 280 sq. ft. buildingPage 169 of 562 Attachment 8
mounted sign facing Lone Tree Plaza Drive, and two buildingmounted signs facing the parking lot in front of the retail store.
Moreover, the PA-1 Specific Plan likewise includes requirements for signage. The Project conforms to these insomuch as:
c. Policy PR-2.3 of the PA-1 Specific Plan provides “ensure new buildings that can be seen from [State Route] 4 include a visually pleasing building envelope and signage.” The proposed attractive building envelope and ample landscaping incorporates the Costco color palette and an 8’9” x 32’ sign facing State Route 4 to provide clear information to drivers as to the identity and location of the retailer.
d. Requirements set forth for private development in the PA-1 Specific Plan state that “project site designs should incorporate a singular design concept that extends to all buildings, open spaces, parking facilities, the circulation system, and signage. The concept should be clearly formed and identified, allowing all users to easily navigate within the project.” The proposed Costco signs utilize a simple, single design concept consisting of text that is proposed to be used across all building facades and the fuel canopy, directing users to warehouse, the tire center, or the fuel facility.
C. Hereby approves Master Sign Program No. 22-001, subject to the conditions of approval listed in Exhibit “A,” attached hereto and made a part of this resolution, and all City standards applicable to this project.
D. The documents and materials associated with this Resolution that constitute the record of proceedings on which these findings are based are located at 150 City Park Way in Brentwood, California. Planning Manager Erik Nolthenius is the custodian of records for the record of proceedings.
This permit shall terminate on July 25, 2025, unless actual construction or alteration under valid permits begins prior to that date. However, such period of time may be extended by the Planning Commission upon the filing of an extension request at any time before said date.
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ADOPTED by the City Council of the City of Brentwood at its regular meeting on July 25, 2023, by the following vote:
AYES:
NOES:
ABSENT:
RECUSE:
APPROVED:
_______________________________
Joel R. Bryant
Mayor
ATTEST:
__________________________________
Margaret Wimberly, MMC
City Clerk
Attachment 8
EXHIBIT “A” TO
CITY COUNCIL RESOLUTION NO.
MSP 22-001 – MASTER SIGN PROGRAM FOR
COSTCO DEVELOPMENT
CONDITIONS OF APPROVAL
1. The Applicant, including all successors in interest (collectively “Permittee”) shall comply with each and every condition set forth in this Permit. Master Sign Program No. 22-001 (MSP 22-001) (the “Permit”) shall have no force or effect and no building permit shall be issued unless and until (a) all things required by the below-enumerated precedent conditions have been performed or caused to be performed, and (b) Conditional Use Permit No. 22-001 and Design Review 22-002 have been approved.
2. The Permittee shall comply with all applicable Standard Conditions of Approval for Commercial and Industrial Projects, dated May 2005, hereby incorporated by reference, unless modified by any of the conditions below.
3. All signs shall be designed and installed in substantial compliance with the Costco Master Sign Program prepared by MG2 dated, “Received June 8, 2023,” unless modified by any of the conditions herein.
4. Any signage proposed for the buildings shall be submitted and approved by the Community Development Department through the administrative sign permit application process prior to installation.
5. The Permittee shall indemnify, defend with counsel of the City’s reasonable choosing, and hold harmless City and its City Council, its boards and commissions, officials, officers, employees, and agents (the “Indemnified Parties”) from and against any third party claim, action, or proceeding against City and/or the Indemnified Parties to attack, review, set aside, void, or annul the City’s approval of the project approved herein, including adoption of MSP 21-001, and any environmental determination made with regard thereto. This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, reasonable attorneys' fees, and other reasonable expenses incurred in connection with such claim, action, causes of action, suit or proceeding. The Permittee shall pay to the City upon demand or, as applicable, on a monthly basis to counsel of City’s reasonable choosing, amounts owed pursuant to the indemnification requirements prescribed in this condition. City shall promptly notify the Permittee of any claim, action, or proceeding and shall engage in reasonable efforts to cooperate in the defense.
1 PROJECT DESCRIPTION
COSTCO WAREHOUSE AND FUEL FACILITY
LONE TREE PLAZA DRIVE, BRENTWOOD, CA 94513
Costco Wholesale is pleased to submit this application requesting approval to develop an approximately 152,000-square-foot wholesale Costco warehouse, a fuel station, and other site improvements in the City of Brentwood at Lone Tree Plaza Drive within the Lone Tree Plaza shopping center (collectively, the “project”).
A. PROJECT SITE
1. Location and Vicinity
The project site is located within the Lone Tree Plaza shopping center in west Brentwood near the Antioch/Brentwood city limits. The project site is composed of approximately 23.06 acres (1,004,494 square feet) and includes two parcels: accessor’s parcels numbers (APNs) 019-020-073 and 019-020-055, both of which are located directly south of Lone Tree Plaza Drive and to the east of Heidorn Ranch Drive.
The Costco Site and the majority of Costco’s associated facilities and site improvements would be located exclusively on APN 019-020-073 on the eastern half of the project site (herein referred to as the “Costco Site”). The parcel to the west, APN 019-020-055, would include some roadway improvements to improve access to the Costco Site (herein referred to as the “out parcel”).
2. Existing Conditions
The existing project site is currently undeveloped and largely covered in bare dirt, with sparse growths of grasses and shrubs. The project site is surrounded by commercial uses (the entirety of the Lone Tree Plaza shopping center) to the north, residential uses to the west, agricultural land to the south, and Highway 4 to the east.
3. General Plan and Zoning
The City of Brentwood General Plan designates the site as Planned Development (PD) and does not include a use-specific land use designation. Instead, the General Plan defers to the site’s zoning, which is Regional Commercial (RC) which allows uses, including, but not limited to, institutional, utilities, automobile-related, and a wide array of commercial uses. The project site is June 8, 2023
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COSTCO BRENTWOOD MAY 3, 2022
PROJECTDESCRIPTION
2 also located within the City of Brentwood’s Priority Area One (PA-1) Specific Plan area, which was adopted on November 13, 2018 and amended in October 2022.
B. PROPOSED PROJECT OVERVIEW
An overview of the Costco project and its three key elements is provided below. More specific details about the project are provided in Section E, Project Details.
1. Costco Warehouse
The Costco project includes development of a new 152,000-square-foot Costco Wholesale warehouse and various site circulation, surface parking, and landscaping improvements. The following commercial activities are proposed, without limitation:
§ warehouse retail center
§ tire sales and installation
§ optical exams and optical sales
§ hearing aid testing and sales
§ food service prep and sales
§ meat preparation and sales
§ bakery and sales of baked goods
§ alcohol sales
§ fuel facility
Temporary outdoor sales may occur within the parking field adjacent to the warehouse for seasonal sales, such as Christmas trees during the winter. Lastly, a promotional vehicle may be on display near the entry to the building. This vehicle will be used to promote online or offsite vehicle sales; no vehicles are proposed to be sold on site.
2. Fuel Facility
The project includes a members-only Costco fuel facility, which includes a +/-11,500 square-foot canopy and a +/-125 square-foot controller enclosure located at the northwestern portion of the Costco Site. The controller enclosure would be built with steel walls and finished with paint to match the warehouse building colors. There would be four covered fueling bays, each with four two-sided fuel dispensers so as to provide for the fueling of eight vehicles at each island for a total of 32 fueling positions. The fuel station would have eight stacking lanes, allowing up to approximately 40 vehicles to wait in queue, in addition to the 32 vehicles at the dispensers. The dispensers would be fully automated and self-service. A trained Costco employee would be present at all times of operation to oversee operations and assist members. Four underground fuel tanks would also be installed at the southern edge of the fuel station. Lights would be recessed into the canopy to provide both lighting during operating hours and a lower level of security lighting after hours.
Attachment 9
FEBRUARY 1, 2023 COSTCO BRENTWOOD
PROJECTDESCRIPTION
3 3. Other Shopping Center Site Improvements
The project includes minor improvements to the out parcel to the west on APN 019-020-055.
These improvements include installation of one driveway access point along the boundary of the two parcels that runs North/South. No other development is currently proposed on this portion of the site. Future development of the out parcel beyond these improvements is speculative at this time. When such development is proposed it will be submitted to the City as a separate independent development application. To illustrate how curbs and driveway access points along Lone Tree Plaza Drive could be provided at a future time; a potential location for driveway access to and from Lone Tree Plaza Drive is illustrated on Sheet A-002 of the included plan set. This conceptual location is provided for informational purposes to illustrate that such a connection is possible; however, the driveway is not proposed as part of this project.
C. ENTITLEMENTS REQUESTED
Requested approvals include a Conditional Use Permit (CUP) for large-format retail Tentative Parcel Map, and Master Sign Program.
§ Conditional Use Permit (CUP): A CUP is required for Large Format Retail. The proposed Service Station is a permitted use.
§ Tentative Parcel Map: The project is requesting to divide the existing two parcels into four separate parcels.
o The first parcel would contain the Costco warehouse, surface parking lot, and access road (labeled as “Parcel A” on the tentative parcel map). o The second parcel would contain the fuel facility (labeled as “Parcel B” on the tentative parcel map).
o The third parcel would contain the portion of the out parcel between the newly created access road and the area between the fuel facility (labeled as “Parcel C” on the tentative parcel map).
o The fourth parcel would include the remainder of the out parcel (labeled as “Parcel D” on the tentative parcel map).
§ Master Sign Program: The project is submitting a Master Sign Program which establishes guidelines to ensure a consistent design is achieved at the site and is architecturally compatible with the surrounding area.
Attachment 9
COSTCO BRENTWOOD FEBRUARY 1, 2023
PROJECTDESCRIPTION
4 D. PROJECT OBJECTIVES
The following are the objectives for the project:
§ Construct and operate a new Costco warehouse that serves the local community with competitively priced goods and services from both nationally known businesses as well as regional and local businesses.
§ Provide a state-of-the-art Costco warehouse to better serve the membership in the greater East Contra Costa County area in a location that is convenient for its members, the community, and employees to travel to shop and work.
§ Provide a Costco warehouse in a location that is serviced by adequate existing infrastructure including roadways and utilities.
§ Improve the Lone Tree Plaza shopping center to support the development and operation of the Costco Site.
§ Enhance the area with a warehouse that is architecturally designed to be responsive to the City of Brentwood area design context and sensitive to the adjacent community, future development(s) and compatible with the need for a new warehouse in this market area. o Develop a high-quality planned commercial development. o Employ architectural and landscaping designs that soften the scale and mass of the buildings, create a pleasant and attractive appearance, and complement the surrounding area.
o Reduce energy consumption by incorporating sustainable design features and systems with enhanced energy efficiencies meeting State and federal code requirements.
o Minimize potential site access and on-site circulation conflicts between drivers and pedestrians.
§ Promote economic growth and diverse new employment and retail/service opportunities for Brentwood residents.
o Increase the number of jobs in Brentwood and contribute to the local job/housing balance.
o Contribute to the City’s sales tax base.
§ Develop a Costco warehouse that is large enough to accommodate all the uses and services Costco provides to its members elsewhere.
Attachment 9
FEBRUARY 1, 2023 COSTCO BRENTWOOD
PROJECTDESCRIPTION
5 E. PROJECT DETAILS
1. Building Design & Architecture
The warehouse entrance is located at the southwest of the warehouse. The building orientation and design avoids any operations being along the rear of the building adjacent to Highway 4’s 60 foot no build zone. The receiving area faces west. The tire center will be located along the southern elevation of the warehouse.
The architectural design seeks to be simple yet sophisticated. The proposed architectural design fits within the existing plaza and speaks to the modern environment of the Brentwood area. The Project will use a combination of materials and colors to break up the mass of the building and to break down some of the elements to a more pedestrian level scale.
The entrance establishes a design vocabulary that is continued around the warehouse. The building walls have a concrete/stone base which helps to ground the building and protect it from the wear and tear that occurs at the pedestrian level. Above this will be an architectural metal panel that has proven to be a very sustainable solution. These high-quality insulated architectural panels enable the warehouse to change the color and orientation of pattern to help enhance the breaks in what otherwise would appear as large masses.
Trellis and screening elements are utilized on the main warehouse that reference the materials and design of the entry canopy. These elements are used to further break up massing and provide a change in depth of 4’-0” from the main building wall on the West and South elevations facing the main parking fields.
2. Site Access, Circulation and Parking
a. Site Access
The Costco Site will have a total of five vehicle access points. The main access point will be the existing intersection at Lone Tree Plaza Drive and Cañada Valley Road. Four additional driveways will be provided along Lone Tree Plaza Drive. The driveway to the west of the main access and two to the east will primarily be used for delivery trucks. The fifth access point will also be constructed along Lone Tree Plaza Drive and traverse through the out parcel to provide access to the southwest of the Costco Site.
The project also proposes to modify the intersection at Heidorn Ranch Road and Lone Tree Plaza Drive by adding an additional left turn lane out of the shopping center. To accommodate this improvement, the project is proposing to relocate the existing signal, light pole, and median along Lone Tree Plaza Drive.
Attachment 9
COSTCO BRENTWOOD FEBRUARY 1, 2023
PROJECTDESCRIPTION
6 Consistent with the vision of the PA-1 Specific Plan, and specifically Goal LU-5, the project would provide a 10-foot wide multi-use trail connecting the Mokelumne Trail to the project site, as well as the northwestern portion of the Specific Plan area.
b. Parking
The Costco Site will provide a total of 864 parking stalls, all of which would be surface parking and located to the west and south of the warehouse.
c. Loading & Truck Circulation
The receiving docks for the warehouse are located on the north side of the warehouse, which has been designed to accommodate truck movements and meet setback requirements. The bay doors will be equipped with sealed gaskets to limit noise impacts. A transformer and two trash compactors will be located to the north of the warehouse.
3. Costco Operations and Deliveries
a. Operations
General elements of Costco’s operations are listed below:
§ Approximately 250 to 300 employees.
§ Customers are members as Costco is a member-only retail/wholesale business. § Hours for the warehouse are anticipated to be Monday through Friday from 9:00 am to 8:30 pm, and Saturday and Sunday from 9:00 am to 7:00 pm. § The fuel station will operate from 5:00 am to 10:00 pm daily.
During opening hours, Costco employees stationed at the entrance to the warehouse will check all entering members’ Costco Membership cards to ensure that only Costco members enter the store. Similarly, a Costco Membership card will be required to purchase fuel. While the store is closed, typical security measures will be implemented, including locking exterior doors and using electronic alarm systems to monitor entrances into the store. Additionally, downward facing security lighting will be located on the exterior of the building on all sides. b. Deliveries
The receiving docks for Costco are at the northwest corner of the building. Costco anticipates approximately 10 large trucks with double-axle trailers and approximately 15-20 smaller box trucks or trucks with single-axle trailers delivering goods on a typical weekday. The trucks range in size from 26 feet long for single-axle trailers to 70 feet long for double-axle trailers. Receiving Attachment 9
FEBRUARY 1, 2023 COSTCO BRENTWOOD
PROJECTDESCRIPTION
7 time is from 2:00 a.m. to 1:00 p.m., averaging 2 to 3 trucks per hour, with most of the deliveries completed before the warehouse opens.
The tire center, located on the south side of the building, typically will receive shipments of tires one to two times per week in single or double-axle trailer trucks of up to 70 feet in length. The same delivery truck will pick up old tires for recycling. Deliveries to and pickups from the tire center will be scheduled before the warehouse opens, typically around 6:00 a.m.
4. Costco Sustainability Features
The Costco Site will incorporate sustainability features per the California Title 24 energy requirements. In addition, to reduce energy consumption and promote sustainability, Costco will incorporate many energy saving measures when constructing a new facility. Below are some of the significant practices that Costco currently incorporates into new buildings that help conserve energy and other natural resources that are expected to be used in connection with the development of the site:
§ Parking lot light standards will be designed to provide even light distribution, and utilize less energy compared to a greater number of fixtures at lower heights. The use of LED lamps can provide a higher level of perceived brightness with less energy than other lamps such as highpressure sodium. Additionally, the LED fixtures that we will be using on our light poles are full cutoff to eliminate light being aimed skyward.
§ New and renewable building materials are typically extracted and manufactured within the region. When masonry and concrete are used, the materials purchased are local to the project, minimizing the transportation distances and impact to local road networks. § The use of pre-manufactured building components, including structural framing and metal panels, helps to minimize waste during construction.
§ Pre-manufactured metal wall panels with insulation carry a higher R-Value and greater solar reflectivity to help conserve energy as compared to other materials. Building heat absorption is further reduced by a decrease in the thermal mass of the metal wall when compared to a typical masonry block wall.
§ A substantial amount of the proposed plant material for the project site is climate adapted to the region and will use less water than other common species. § The irrigation system includes the use of deep root watering bubblers for parking lot trees to minimize usage and ensure that water goes directly to the intended planting areas. § Storm water management plans are designed to maintain quality control and storm water discharge rates based on the County requirements.
Attachment 9
COSTCO BRENTWOOD FEBRUARY 1, 2023
PROJECTDESCRIPTION
8 § High-efficiency restroom fixtures can achieve a 40% decrease and water savings over U.S. standards.
§ Commissioning of mechanical systems will occur to ensure that the HVAC systems are preforming as designed. HVAC comfort systems can be controlled by a computerized building management system to maximize efficiency.
§ HVAC units planned for the site are high efficiency direct ducted units, which have phased out the use of HCFC’s completely, long before the Montreal Protocol timeline. § Parking lot and exterior lights can be controlled by a photo sensor and time clock. § Lighting is controlled by the overall project energy management system. § Energy efficient Transformers (i.e., Square D Type EE transformers) are planned to be used. § Variable speed motors will be used on make-up air units and booster pumps. § Gas water heaters are direct vent and 94% efficient or greater. § Reclaim tanks are used to capture heat released by refrigeration equipment to heat domestic water in lieu of venting heat to the outside.
§ The Main Building structure is a pre-engineered system that uses 100% recycled steel materials and is designed to minimize the amount of material used. § Construction waste is recycled whenever possible.
§ Floor sealant is No-VOC and represents over 80% of the floor area. § CO2 is monitored throughout the warehouse.
§ Extensive recycling/reuse program is implemented for warehouse and office space including tires, cardboard, grease, plastics, and electronic waste. § Use of plastic shopping bags is avoided.
§ Suppliers are required to reduce packaging and consider alternative packaging solutions. § Distribution facilities are strategically located to minimize miles traveled for delivery. § Deliveries are made in full trucks.
§ All Costco trucks are equipped with an engine idle shut off timers.
5. Signage
The Costco Site’s proposed signage includes the Costco warehouse typical signage that consists of the signature Costco red and blue corporate colors. The signage is scaled appropriately to the mass of the building elevations to not overwhelm but to reinforce the brand that Costco has established. The project is proposing a Master Sign Program that includes specific details about Attachment 9
FEBRUARY 1, 2023 COSTCO BRENTWOOD
PROJECTDESCRIPTION
9 the project’s sign plan. The Master Sign Program will be consistent with the current signage included in our plan set.
6. Landscaping
The proposed landscape design at the Costco Site features a dynamic, bold and visually engaging planting layout consisting of colorful accent trees, diverse shade tree species and sweeping drifts (massing) of understory plant species at vehicular and pedestrian entryways, parking lot islands, and street frontages. The overall intent is to create a unifying and impactful landscape appearance to the site, as well as achieving a supportive relationship between building and landscape. In addition, the proposed landscape design will achieve an overall aesthetically pleasing experience, not only for Costco customers, but also for the Lone Tree Plaza shopping center and community at large and comply with the City’s approved plant list.
Selective plant materials will enhance pedestrian wayfinding and scale, while trees and understory plant selections feature year-long interest and seasonal color. Plant materials with neutral and vivid bloom colors, and various leaf textures and patterns provide harmony through variety. Large canopied deciduous and broadleaf evergreen trees are integrated into parking lots, pedestrian walkways and along the street frontages. These trees will, in time, provide much needed shade and reduce ambient heat during times of the year when solar exposure is intense.
Selected plant species provide reliable screening at above grade utility locations, and to soften the northern building facade.
The planting design consists predominantly of sustainable drought-tolerant species adapted to both local and regional climate conditions. Once established, the majority of selected plant species will require low water and landscape maintenance. In addition, understory plant materials are spaced to allow plants to grow and pleat together naturally, minimizing the need for extensive pruning maintenance such as shearing and hedging, thus reducing long-term landscape waste.
The site irrigation design will consist of an efficient low flow, point of source system designed to provide adequate watering to support plant growth and ensure deeply rooted plant material while avoiding excess water application. The system will be programmable, allowing operation during late night and/or early morning hours, with multiple start times and cycles.
7. Lighting
The site’s parking lot will be illuminated with standard downward LED fixtures affixed to a 36.5- foot-tall light pole. The lighting fixtures are of a “shoe-box” style. The use of LED lamps can provide a higher level of perceived brightness with less energy than other lamps such as highpressure sodium. Parking lot light standards are designed to provide even light distribution for Attachment 9
COSTCO BRENTWOOD FEBRUARY 1, 2023
PROJECTDESCRIPTION
10 vehicle and pedestrian safety. The parking lot lights will be timer controlled to limit lighting after the warehouse has closed and most employees are gone from the warehouse. Parking lot lighting will only remain on to provide security and emergency lighting only along the main driveways.
Lighting fixtures will also be located on the building approximately every 40 feet around the exterior of the building to provide safety and security. Parking and site lighting will incorporate the use of cutoff lenses to keep light from overflowing beyond the Costco site boundaries.
8. Utility Infrastructure
Costco will construct utility improvements within the site to service the proposed uses and connect to existing available utilities adjacent to the project site. Water and sewer service will be provided by the City of Brentwood via existing facilities.
No utilities connections are currently proposed at the out parcel.
9. Storm Drainage
The Project will comply with City, State, and Federal stormwater runoff mandates. The City operates under the Municipal Regional Stormwater NPDES Permit (MRP). The MRP provisions set for redevelopment projects will be implemented through a combination of site design (quantity control), source control, and water quality treatment.
Site design measures will include protecting existing trees where possible, planting trees adjacent to and in parking areas, and reducing existing impervious surfaces. Source control measures will include beneficial landscaping, labeling storm drains, and routine maintenance. Water quality treatment for the site will be provided through multiple bioretention cells around the site. The design and sizing guidelines for the bioretention areas are based off the Santa Clara Valley Stormwater Handbook. A Stormwater Control Plan (SCP) will be included with the Grading and Drainage Plans.
Attachment 9
EV CLEAN AIR/ VANPOOL/EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV
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10 A A G G
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SPBFFBADDITIVE TANKBUSB1011 ROLL-TOP DRUM SPILL CONTAINMENT CABINET NON-MIRRORABLE: SEE PM NOTE AG-4 EV EV
LONE TREE PLAZA DR
HEIDORN RANCH RD
CANADA VALLEY RD
JOHN MARSH HERITAGE HWY (HWY 4)
(PRIVATE DRIVE) PARCEL D AREA: 2.23 AC ZONING: TRANSIT VILLAGE (TV) PARCEL A (COSTCO WHOLESALE) ZONING : REGIONAL COMMERCIAL (RC) AREA: 17.79 AC BUILDING AREA: 152,000 SF PARCEL C AREA: 1.38 AC ZONING: TV PARCEL B (FUEL STATION) AREA: 1.66 AC ZONING: RC NORTH COSTCO BRENTWOOD SITE PLAN 6/7/2023 PROJECT DATA SITE DATA: COSTCO WAREHOUSE PARCEL 17.79 ACRES (774,788 SF) FUEL STATION PARCEL 1.66 ACRES (72,501 SF) OUTPARCEL A 1.38 ACRES (60,100 SF) OUTPARCEL B 2.23 ACRES (97,200 SF) TOTAL SITE AREA 23.06 ACRES (1,004,589SF) JURISDICTION: CITY OF BRENTWOOD SETBACKS: REQUIRED ACTUAL FRONT: 0-10' FRONT: TBD SIDE: 0-10' SIDE: TBD REAR: 0' REAR: TBD CLIENT: COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 PROJECT ADDRESS: LONE TREE PLAZA DRIVE BUILDING DATA: TOTAL BUILDING FOOTPRINT AREA: 152,000 SF PARKING DATA: STANDARD STALLS STANDARD 10'X20' STALLS: 833 STALLS STANDARD ACCESSIBLE STALLS: 15 STALLS VAN ACCESSIBLE STALLS: 2 STALLS CLEAN AIR VEHICLE STALLS TOTAL CLEAN AIR VEHICLE STALLS REQUIRED: 102 STALLS FUTURE EVSE STALLS: 85 STALLS DEDICATED CLEAN AIR VEHICLE STALLS: 17 STALLS TOTAL PARKING STALLS: 850 STALLS NOTE: NO PERIMETER, SCREENING, OR SOUND WALLS PROPOSED June 8, 2023 Attachment 10 Page 183 of 562
© MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2.
COSTCO WHOLESALE PAGE TITLE
B R E N T W O O D , C A J A N U A R Y 1 4 , 2 0 2 2
21-5948-01
JANUARY 14, 2022
PAGE TITLE
0 10' 20' 40'
1" = 20'-0"
BRENTWOOD, CA
TITLE SHEET
J U N E 8 , 2 0 2 3
JUNE 8, 2023
TS-1
DRAWING INDEX
TS-1 TITLE SHEET
ARCHITECTURAL
A-001 EXISTING SITE PLAN
A-002 PROPOSED SITE PLAN
A-003 CONCEPT FLOOR PLAN
A-004 SITE CONTEXT
A-005 BUILDING INSPIRATION
A-006 PROPOSED BUILDING ELEVATIONS
A-007 PROPOSED BUILDING RENDERINGS
A-008 PROPOSED BUILDING MATERIALS
A-009 PROPOSED SIGN PACKAGE
A-010 PROPOSED FUEL ELEVATIONS
A-011 DESIGN SECTIONS
ELECTRICAL
SE-01 SITE LIGHTING PLAN
LANDSCAPE
L-001 PROPOSED LANDSCAPE PLAN
CIVIL
C-3.0 OVERALL GRADING & DRAINAGE PLAN
C-3.1 GRADING & DRAINAGE PLAN (SHEET 1 OF 5)
C-3.2 GRADING & DRAINAGE PLAN (SHEET 2 OF 5)
C-3.3 GRADING & DRAINAGE PLAN (SHEET 3 OF 5)
C-3.4 GRADING & DRAINAGE PLAN (SHEET 4 OF 5)
C-3.5 GRADING & DRAINAGE PLAN (SHEET 5 OF 5)
C-4.0 OVERALL UTILITY PLAN
C-4.2 UTILITY PLAN (SHEET 2 OF 5)
C-4.3 UTILITY PLAN (SHEET 3 OF 5)
C-4.4 UTILITY PLAN (SHEET 4 OF 5)
C-4.5 UTILITY PLAN (SHEET 5 OF 5)
C-5.0 OVERALL STORMWATER CONTROL PLAN
C-5.1 STORMWATER CONTROL PLAN (SHEET 1 OF 5)
C-5.2 STORMWATER CONTROL PLAN (SHEET 2 OF 5)
C-5.3 STORMWATER CONTROL PLAN (SHEET 3 OF 5)
C-5.4 STORMWATER CONTROL PLAN (SHEET 4 OF 5)
C-5.5 STORMWATER CONTROL PLAN (SHEET 5 OF 5)
C-8.2 TYPICAL SECTIONS
PROJECT DATA
PROJECT ADDRESS: LONE TREE PLAZA DRIVE,
BRENTWOOD, CA
ZONING: TV (TRANSIT VILLAGE)
SITE DATA
APNS: 019-020-073 and 019-020-055
WAREHOUSE SITE: 17.18 ACRES (748,667 SF)
FUEL SITE: 1.86 ACRES (80,847 SF)
WESTERN PARCEL 3.54 ACRES (154,024 SF)
APPLICANT INFORMATION
ARCADIA DEVELOPMENT CO.
5185 CHERRY AVENUE, SUITE 10
SAN JOSE, CA 95118
CONTACT: MICHAEL FLETCHER
(408) 961-8125
BRENTWOOD, CA
COSTCO WHOLESALE
HEIDORN RANCH RD
JOHN MARSH HERITAGE HWY (HWY 4)
.
LONE TREE WAY
CANADA VALLEY RD.
RC (REGIONAL COMMERCIAL)
Attachment 10
PG&E OVERHEAD POWER EASEMENT EXISTING DRAINAGE EASEMENT - TO BE ABANDONED EXISTING NO BUILD AREA EXISTING 10' NO VEHICULAR ACCESS FUTURE MOKELUMNE TRAIL EXISTING AQUEDUCT EXISTING NO BUILD AREA EXISTING TRANSMISSION TOWER
HEIDORN RANCH ROAD LONE TREE PLAZA DRIVE
HWY-4
CANADA VALLEY DRIVE 0 30' 60' 120' 1" = 60'-0" CLIENT: PROJECT ADDRESS: PROJECT DATACOSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 SITE DATA: LONE TREE PLAZA DRIVE BRENTWOOD, CA NOTES: EXISTING CONDITIONS TO BE FIELD VERIFIED. © MG2, Inc. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. COSTCO WHOLESALE EXISTING SITE PLAN B R E N T W O O D , CA J A N U A R Y 1 4 , 2 0 2 2 JANUARY 14, 2022 A-001 SETBACKS: REQUIRED ACTUAL FRONT: 0-10' FRONT: TBD SIDE: 0-10' SIDE: TBD REAR: 0' REAR: TBD JURISDICTION: COSTCO WHSE AREA: ZONING: 17.18 ACRES (748,667 SF) CITY OF BRENTWOOD TV (TRANSIT VILLAGE) COSTCO FUEL AREA: 1.86 ACRES (80,847 SF) Attachment 10 Page 185 of 562
© MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2.
COSTCO WHOLESALE PAGE TITLE
B R E N T W O O D , C A J A N U A R Y 1 4 , 2 0 2 2
21-5948-01
JANUARY 14, 2022
PAGE TITLE
0 10' 20' 40'
1" = 20'-0"
BRENTWOOD, CA
PROPOSED SITE PLAN
F E B R U A R Y 7 , 2 0 2 3
FEBRUARY 7, 2023
A-002
US - COSTCO - FUEL - CALI
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PAINTED
STRIPE, TYP
COMPACTORS
TRANSFORMER
LOADING DOCK
RETAINING WALL
RECEIVING TRUCK ROUTE
14 SD201
15 SD201
BOLLARDS AT
GAS SERVICE
19 SD203
ON-SITE
WALKS, SIM
TIRE CENTER
ACCESSIBLE
PARKING ZONE
CANOPY
FIRE DEPT
ROOM
20 A507
8' SIDEWALK
GROUP M TYPE VB
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ARC ORIGIN - FACE OF CANOPY, MIDPOINT OF
ENTRY PORTAL
19 SD201
19 SD201
19 SD201
LANDSCAPING
HWY-4 (PUBLIC WAY)
48' - 2"
4 4
10 26 29 28 28
4 EXISTING NO
BUILD AREA
ENTRANCE EXIT LANDSCAPING
GREASE INTERCEPTOR,
SEE PLUMBING DWGS
20 180' - 0"
GREASE
INTERCEPTOR, SEE
PLUM. DWGS
SAND SEPARATOR,
SEE PLUMBING DWGS
SPEED BUMP
3 SD202
19 SD201
60' TO PROPERTY LINE OR
60' CLEAR OPEN SPACE
WHERE ADJACENT TO
PUBLIC RIGHT OF WAY
LONE TREE PLAZA DR
OVERHEAD POWERLINES
OVERHEAD
ELECTRICAL
EASEMENT
29 28 28
22 24
8 4
10 18
11 4
7 13
4 25
31 8
11 10
9 9
12 12
5 5
24 24
11 7
21 19
5 6
3 3
11 1
SD201
11 11
13 13
12 12
12 11
10 109
EXISTING NO
BUILD AREA
PROPERTY LINE
PROPERTY LINE
9 SD201
CART CORRAL , TYP
3 SD201
25' - 0" 20' - 0" 20' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 20' - 0" 20' - 0" 25' - 0" 20' - 0" 20' - 0" 25' - 0" 35' - 6"
18' - 0" 30' - 0" 18' - 0"
25' - 0" 20' - 0" 20' - 0" 25' - 0" 20' - 0" 20' - 0" 25' - 0" 20' - 0" 20' - 0" 25' - 0" 20' - 0" 20' - 0" 25' - 0" 20' - 0" 25' - 0" 20' - 0"
30' - 6"
10 G201
10 G201
3 SD202
BIORETENTION
BIORETENTION
10 G201
5 G201
10 G201
18' - 0"
9' - 0"
20' - 0" 20' - 0"
20' - 0" 20' - 0"
18' - 0" 20' - 0" 20' - 0"
MSB
25' - 0"
4 18' - 0" 18' - 0"
5 SD201
RAISED ACCESSIBLE WALK
RECEIVING
FUEL UNDER
SEPERATE
PERMIT
COMMUNICATION
LINE - SEE CIVIL
13 SD201
BICYCLE
PARKING
19 EXISTING DRAINAGE
EASEMENT - TO BE
ABANDONED
1 V
V
V
2 TAP BOX
EVC TRANSFORMER
EVC MBS
PROJECT DATA
CLIENT: COSTCO WHOLESALE
999 LAKE DRIVE
ISSAQUAH, WA 98027
PROJECT ADDRESS LONE TREE PLAZA
BRENTWOOD, CA
SITE DATA:
TOTAL SITE AREA: 23.06 ACRES (1,004,589 SF)
INCLUDES:
COSTCO WHSE SITE AREA: 17.71 ACRES (771,668 SF)
COSTCO FUEL: 1.81 ACRES(78,897 SF)
ROW DEDICATION: TBD
JURISDICTION: CITY OF BRENTWOOD
ZONING: RC (REGIONAL COMMERCIAL)
SETBACKS: REQUIRED ACTUAL
FRONT: 0-10' FRONT: 100' +
SIDE: 0-10' SIDE: 90'-3"
REAR: 0' REAR: 40'-4"
BUILDING DATA:
TOTAL BUILDING FOOTPRINT AREA 160,220 SF
INCLUDES:
WAREHOUSE MAIN LEVEL: 152,720 SF
FIRE DEPT ROOM 802 SF
OPEN CANOPY 5,368 SF
BUILDING ENVELOPE 1,330 SF
PARKING DATA
TOTAL PARKING:
INCLUDES: 864 STALLS
MAIN LEVEL PARKING PROVIDED:
10' WIDE STALLS 742 STALLS
ACCESSIBLE STALLS (2 PER 100 18 STALLS
(INCLUDES 3 VAN STALLS)
10' WIDE CLEAN AIR/VAN POOL/EV (FUTURE)
INCLUDES:
CLEAN AIR / VAN POOL / EV 19 STALLS
EV STANDARD 85 STALLS
NUMBER OF STALLS PER 1000 SF
OF BUILDING AREA: 5.22 STALLS
NOTES:
EXISTING CONDITIONS TO BE FIELD VERIFIED.
#
#
#
#
SHORT TERM BICYCLE PARKING
(5% OF TOTAL PROVIDED PARKING)
839 STALLS X 5% 42 RACKS
LONG TERM BICYCLE STORAGE/LOCKER
(1 PER 100 PARKING STALLS)
839 STALLS X 1% 9 LOCKERS
DRAWN BY:
PM:
DATE DESCRIPTION
© MG2, Inc. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2, Inc.
COSTCO
WHOLESALE
CORPORATION
999 LAKE DRIVE
ISSAQUAH, WA 98027
T: 425.313.8100
www.costco.com
KEY PLAN
3/22/2023 4:12:48 PM Autodesk Docs://COST-Brentwood-CA-21-5948-01/A_22-5948-01_Brentwood_CA_Coscto_R23.rvt
SITE PLAN
10.10.22 SD101
JAP
JEAN-LUC A-PRINCE
21-5948-01
PERMIT
REVISION 1
MITCHELL C. SMITH, ARCHITECT
R18_0815
LONE TREE PLAZA
DRIVE
BRENTWOOD, CA
SCALE: 1" = 40'-0"
1 SITE PLAN
1" = 40' - 0"
0' 10' 20' 40' 80'
12.09.22 PERMIT ISSUE
1 04.10.23 PERMIT REVISION 1
05.02.23 ISSUE FOR BID
VE
EV EV EV EV EV EV
EV EV EV
L C AE N I A R/
AV PN OO L E/ V
L C AE N I A R/
AV PN OO L E/ V
EV EV EV EV EV EV EV EV EV EV EV EV EV
EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV
L C AE N I A R/
AV PN OO L E/ V
L C AE N I A R/
AV PN OO L E/ V
L C AE N I A R/
AV PN OO L E/ V
L C AE N I A R/
AV PN OO L E/ V
L C AE N I A R/
AV PN OO L E/ V
L C AE N I A R/
AV PN OO L E/ V
L C AE N I A R/
AV PN OO L E/ V
L C AE N I A R/
AV PN OO L E/ V
L C AE N I A R/
AV PN OO L E/ V
L C AE N I A R/
AV PN OO L E/ V
L C AE N I A R/
AV PN OO L E/ V
L C AE N I A R/
AV PN OO L E/ V
L C AE N I A R/
AV PN OO L E/ V
L C AE N I A R/
AV PN OO L E/ V
L C AE N I A R/
AV PN OO L E/ V
L C AE N I A R/
AV PN OO L E/ V
VE
EV EV EV EV EV EV
VE VE VE
EV EV EV EVEV EV EV EV EV
EV EV EV EV
VE
EV EV
VE
EV
VE
EV
VE
EV
VE VE
EV EV
EV EV EVEV
L C AE N I A R/
AV PN OO L E/ V
EV
BFP
360.'
PAINTED
STRIPE, TYP
COMPACTORS
TRANSFORMER
BOLLARDS AT
TRANSFORMER
LOADING DOCK
RETAINING WALL
RECEIVING TRUCK ROUTE
14 SD201
15 SD201
BOLLARDS AT
GAS SERVICE
19 SD203
ON-SITE
WALKS, SIM
TIRE CENTER
ACCESSIBLE
PARKING ZONE
MECHANICAL
ROOM
CANOPY
FIRE DEPT
ROOM
20 A507
8' SIDEWALK
GROUP M TYPE VB
NOTE :
ARC ORIGIN - FACE OF CANOPY, MIDPOINT OF
ENTRY PORTAL
19 SD201
19 SD201
19 SD201
LANDSCAPING
HWY-4 (PUBLIC WAY)
50' - 0"
4 4
10 26 29 28 28
4 EXISTING NO
BUILD AREA
ENTRANCE EXIT LANDSCAPING
GREASE INTERCEPTOR,
SEE PLUMBING DWGS
23 180' - 0"
GREASE INTERCEPTOR,
SEE PLUMBING DWGS
SAND SEPARATOR,
SEE PLUMBING DWGS
SPEED BUMP
3 SD202
19 SD201
60' TO PROPERTY LINE OR
60' CLEAR OPEN SPACE
WHERE ADJACENT TO
PUBLIC RIGHT OF WAY
LONE TREE PLAZA DR
OVERHEAD POWERLINES
OVERHEAD
ELECTRICAL
EASEMENT
29 28 28
20 24
6 4
12 18
11 5
4 7 13
27 31
8 11
10 9
9 12
12 5
5 20
20 12
8 21
19 5
6 3
3 11
1 SD201
13 13
13 13
12 1212
12 10
105
EXISTING NO
BUILD AREA
PROPERTY LINE
PROPERTY LINE
9 SD201
CART CORRAL , TYP
3 SD201
25' - 0" 20' - 0" 20' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 20' - 0" 20' - 0" 25' - 0" 20' - 0" 20' - 0" 25' - 0" 35' - 6"
18' - 0" 30' - 0" 18' - 0"
25' - 0" 20' - 0" 20' - 0" 25' - 0" 20' - 0" 20' - 0" 25' - 0" 20' - 0" 20' - 0" 25' - 0" 20' - 0" 20' - 0" 25' - 0" 20' - 0" 25' - 0" 20' - 0"
30' - 6"
10 G201
10 G201
3 SD202
BIORETENTION
BIORETENTION
10 G201
5 G201
10 G201
18' - 0"
9' - 0"
20' - 0" 20' - 0" 20' - 0" 20' - 0" 18' - 0" 20' - 0" 20' - 0" MSB
25' - 0"
4 18' - 0" 18' - 0"
5 SD201
RAISED ACCESSIBLE WALK
RECEIVING
FUEL UNDER
SEPERATE
PERMIT
COMMUNICATION LINE -
SEE CIVIL
PROJECT DATA
CLIENT: COSTCO WHOLESALE
999 LAKE DRIVE
ISSAQUAH, WA 98027
PROJECT ADDRESS LONE TREE PLAZA
BRENTWOOD, CA
SITE DATA:
TOTAL SITE AREA: 23.06 ACRES (1,004,589 SF)
INCLUDES:
COSTCO WHSE SITE AREA: 17.71 ACRES (771,668 SF)
COSTCO FUEL: 1.81 ACRES(78,897 SF)
ROW DEDICATION: TBD
JURISDICTION: CITY OF BRENTWOOD
ZONING: RC (REGIONAL COMMERCIAL)
SETBACKS: REQUIRED ACTUAL
FRONT: 0-10' FRONT: 100' +
SIDE: 0-10' SIDE: 90'-3"
REAR: 0' REAR: 40'-4"
BUILDING DATA:
TOTAL BUILDING FOOTPRINT AREA 160,592 SF
INCLUDES:
NET SALES FLOOR: 151,760 SF
NET MECHANICAL / FIRE 1,288 SF
NET VESTIBULE 5,998 SF
BUILDING ENVELOPE 1,543 SF
PARKING DATA
TOTAL PARKING:
INCLUDES: 786 STALLS
MAIN LEVEL PARKING PROVIDED:
10' WIDE STALLS 671 STALLS
ACCESSIBLE STALLS (2 PER 100 16 STALLS
(INCLUDES 3 VAN STALLS)
10' WIDE CLEAN AIR/VAN POOL/EV (FUTURE)
INCLUDES:
CLEAN AIR / VAN POOL / EV 24 STALLS
EV STANDARD 81 STALLS
NUMBER OF STALLS PER 1000 SF
OF BUILDING AREA: 4.86 STALLS
NOTES:
EXISTING CONDITIONS TO BE FIELD VERIFIED.
#
#
#
#
#
SHORT TERM BICYCLE PARKING
(5% OF TOTAL PROVIDED PARKING)
786 STALLS X 5% 40 RACKS
LONG TERM BICYCLE STORAGE/LOCKER
(1 PER 100 PARKING STALLS)
786 STALLS X 1% 8 LOCKERS
DRAWN BY:
PM:
DATE DESCRIPTION
© MG2, Inc. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2, Inc.
COSTCO
WHOLESALE
CORPORATION
999 LAKE DRIVE
ISSAQUAH, WA 98027
T: 425.313.8100
www.costco.com
KEY PLAN
SITE PLAN
10.10.22 SD101
JAP
JEAN-LUC A-PRINCE
21-5948-01
ISSUE FOR
PERMIT
MITCHELL C. SMITH, ARCHITECT
LONE TREE PLAZA
DRIVE
BRENTWOOD, CA
SCALE: 1" = 40'-0"
1 SITE PLAN
1" = 40' - 0"
0' 10' 20' 40' 80'
12.09.22 PERMIT ISSUE
12/12/2022
Attachment 10
© MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2.
COSTCO WHOLESALE PAGE TITLE
B R E N T W O O D , C A J A N U A R Y 1 4 , 2 0 2 2
21-5948-01
JANUARY 14, 2022
PAGE TITLE
0 10' 20' 40'
1" = 20'-0"
BRENTWOOD, CA
CONCEPT FLOOR PLAN
M A R C H 2 3 , 2 0 2 3
MARCH 23, 2023
A-003
T ectoni Cp yright 207
2 A301
3 A301
4 A301
1 A301
19 A505
19 A503
10 A501.1
20 A502
15 A506
20 A509
20 A507
20 A508
20 A703
COMPACTOR
2 A701
15' STEEL
STEEL STORAGE RACKS TO
15'-0" HEIGHT WITH STORAGE
TO 20' - 0" AFF (SOIC) - TYP
15' STEEL 15' STEEL 15' STEEL
LOADING DOCK
ROLLING
SERVICE DOOR
15' STEEL
15' STEEL 15' STEEL
15' STEEL
PLASTIC
BALER (SOIC)
CARDBOARD
BALER (SOIC)
15' STEEL
BULK STORAGE (NIC)
15' STEEL15' STEEL15' STEEL15' STEEL15' STEEL 60' M-1 CASE (SIO) 40' D-2 CASE (SIO) 8' HED 16' D-2 CASES
MEDIA MEDIA
15' STEEL15' STEEL15' STEEL15' STEEL15' STEEL15' STEEL15' STEEL ALIGN
FOR RACK ANCHORAGE -
SEE - TYP
STEEL STORAGE RACKS TO
15'-0" HEIGHT WITH STORAGE
TO 20'-0" AFF (SOIC) - TYPICAL
15' STEEL 15' STEEL 15' STEEL
15' STEEL
BULK STORAGE (NIC)
18 A501.5
5' STEEL5' STEEL5' STEEL
5' STEEL
CHECKSTAND
UNDER FLOOR
DUCT - SEE ELEC
11 G201
20 A504
15' STEEL
JEWELRY
DISPLAY
ALIGN
FINISH FLOOR ELEVATION (DATUM)
0'-0" VERIFY ACTUAL ELEVATION WITH
CIVIL DRAWINGS
GAS SERVICE
15 SD201
17 A704
20 A602.1
5 A602.2
EXIT
ENTRANCE
LOADING
DOCK
13 / A601
18 A512
15' STEEL
TRANSFORMER
FIRE SPRINKLER
RISERS
CONCRETE -
SEE SD101
FLORAL MERCHANDISER (SIO) - VERIFY
LOCATION WITH WAREHOUSE MANAGER
EYE WASH
STATION
1 1
10 10
A A
G G
B B
C C
D D
E E
F F
A.7
4 3.4 3
3.4 4.2
4.2 4.6
4.6 5.2
5.2 5.6
5.6 6.1
6.1 6.4
6.4 7.3
7.3 7.8
7.8 8.5
9.5 8.5
9.5 1.4
1.4 B.5
9.2 8.3 7.4 5.9 4.9 3.9 3.1 2.58 2.1
2.58 A.5
B.3
B.4
B.7
E.5 E.5
F.5
8.8 8.2
8.2 2.8
2.8 A.8
9.7 9.7
C.8
C.4
UNDERFLOOR
J-BOX - TYPALSO SEE ELEC
TIRE SALES
164
MEMBERSHIP
COUNTER
109
COMPACTOR
TAP BOX
RTV
106
CAKE CASE
TALL PRODUCE
COOLER
107
BAKERY
117
TALL BAKERY
FREEZER
119
BAKERY COOLER
118
MEAT PREP
115
ROTISSERIE PREP
112
ROTISSERIE
111
TALL DELI / MEAT
COOLER
116
DELI / DISH PREP
110
DEMO ROOM
159
TALL DAIRY COOLER
105 ELECTRICAL
ROOM
125
24' - 10" 23' - 6" 27' - 6" 28' - 0" 51' - 6" 12' - 0" 22' - 0" 23' - 6" 16' - 0" 20' - 0" 18' - 6" 29' - 0" 29' - 4"
EMPLOYEE
LOCKER
ROOM
153
MANAGER
152
EDP
149
VAULT
148
ANTE ROOM
150
OFFICE
151
ELECTRICAL
ROOM
145
MEN'S
RESTROOM
143
WOMEN'S
RESTROOM
142
FAMILY
RESTROOM
140
VESTIBULE
141
JANITOR
144
FOOD PREP
182
FOOD SERVICE
181
FOOD PREP
184
COOLER
183
MPU
154
TIRE
INSTALLATION
162
18' - 0"
62' - 1" 54' - 0" 68' - 4" 48' - 8" 46' - 5" 10' - 6" 19' - 6" 31' - 7" 48' - 5" 53' - 0" 51' - 0" 48' - 4" 55' - 6" 51' - 6" 57' - 6" 54' - 6" 24' - 8" 33' - 8" 27' - 8" 8"
25 61
38 36
41 44 43
42 37
39 40
28A 28B
48' - 4" 55' - 6" 51' - 6" 57' - 6" 54' - 6" 58' - 4"
10" 8"
AA
24B
IDF BOX (SIO) -
SEE ELEC DWGS
493' - 6"
12 A601.1
353' - 4"
26' - 0" 10' - 0" 22' - 0" 26' - 6" 23' - 0" 7' - 0" 30' - 0" 20' - 0" 10' - 0" 20' - 0" 15' - 0"
9.25 POS FREEZER
103
POS SUB-ZERO
FREEZER
104
POS COOLER
102
17 A601.1
(14) ACCESSIBLE
CHECKSTANDS
(6) SELF-SERVE
CHECKOUT (SIO)
MIMO (SIOC)
TIRE
STORAGE
AREA
166
BARRIER
FREE
RESTROOM
165
50 15' STEEL
QUIET ROOM
137
CHAIN-LINK
FENCE (SIO)
30' - 0" 25' - 0" 7' - 7" 22' - 5" 25' - 0" 25' - 0" 20' - 4"
EDGE OF
CONCRETE 80' - 8" 8' - 0"
22 CHAIN-LINK
FENCE (SIO)
35 ROLLING SERVICE
DOOR - TYP
13 A602.2
UNISEX RESTROOM
124
RECEIVING
121
EXTERIOR
DOOR - TYP
CL OF DUCT
17' - 1"
1515' STEEL
' STEEL
15' STEEL15' STEEL15' STEEL15' STEEL15' STEEL15' STEEL
8.6 10' - 0"
493' - 6"
S.O.K.
F.6
CL OF DUCT
29' - 0"
POWER FENCE (SIO) CL OF DUCT 3' - 6"
6' - 6" 8' - 0" 7' - 6"
36' - 0"
NOTE :
IMPORTANT NOTE: GRID AT EXTERIOR WALL IS
INTERIOR FACE OF STEM WALL, SEE DETAIL
GREASE
INTERCEPTER
LANDSCAPING
HALLWAY
101A
CLEAR AT ADA
CHECKSTANDS
C.5
SA
24A
ENTRY CANOPY
186
?
?
15 A506.1
5' STEEL5' STEEL5' STEEL5' STEEL
34 28' M-1 CASES
28' M-1 CASES
28' D-5 CASES
28' D-5 CASES
PALLETS8' D-5
8' D-5
8' D-5
8'
D-5
8' M-1
15 14 13 12
2.9 1.39
3.7 3.7
GREASE
INTERCEPTER
92' - 0"
1 9' - 0" 8' - 2" 6' - 10" 7' - 6" 6' - 10"
8' - 2" 16' - 6" 11' - 0"
8 7.6
9.3 EQ EQ 11' - 9 1/2"
7' - 7"
EYE WASH
STATION
8.25 7.45 4.85 3.87 2.4 2.0
2.0 D.6 D.6
B7.5
A.85
A.6
SC
SB
1.49 1.5
2.5 2.15 3.8 9 4.95
7.9 5
A.3
A.1
6 2.6 1.45
1.46 13' - 8" 13' - 8" 13' - 8" 13' - 8" 12' - 0" 10' - 0" 1' - 4"
EQ
8' M-1 8' M-1
8' M-1
17 18
26A 26B 27A 27B 29A 29B
47 48
49 51
52 46
55 8B 8A 7B 7A 6B 6A
2 3
93 72' - 8" 69' - 0" 35' - 2" 54' - 0" 54' - 0" 54' - 0" 56' - 0" 64' - 6" 34' - 2" 15' - 0" 26' - 0" 31' - 8" 26' - 10" 30' - 0" 30' - 0" 30' - 0" 20' - 0" 15' - 0" 30' - 0" 25' - 0" 30' - 0" 25' - 0" 159' - 0" 45 9
66' - 8" 80' - 4" 91' - 0" 70' - 0"
23' - 10" 24' - 6"
25' - 10" 5' - 8"
27' - 6" 28' - 0" 21' - 6" 30' - 0" 27' - 6" 30' - 0" 27' - 6" 27' - 0" 18' - 0" 6' - 0" MSB
15' - 0" 20' - 0" 25' - 0" 15' - 0"
12' - 6" 15' - 0"
1' - 8"
15' - 4"
92' - 0" 6' - 4"
6' - 0"
6' - 0"
NOTE :
RACKING BY OWNER
11' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 16' - 0" 19' - 0" 14' - 0" 19' - 0" 14' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 8' - 4" 8' - 4"
14' - 0" 19' - 0"
10' - 10" 8' - 4"
8' - 8"
11' - 10" 21' - 10"
PROFESSIONAL
SERVICES
132
PHARMACY
158
LAB
157
18' - 0"
CL OF DUCT
16' - 7"
4' - 2"
MIN.
4' - 0"
CONSULT ROOM #3
136
CONSULT ROOM #1
126
6' - 8"
8' - 9"
16' - 0"
CHAIN-LINK
FENCE (SIO)
10' - 5"
8' - 6" 8' - 6" 8' - 6"
10' - 10" 8' - 6" 8' - 6" 8' - 6" 6' - 3"
7' - 10" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 14' - 0" 8' - 2" 8' - 0" 8' - 0" 8' - 0" 8' - 3" 8' - 3" 8' - 0" 6' - 0" 6' - 0" 6' - 0" 8' - 3" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 14' - 0" DRAWN BY:
PM:
DATE DESCRIPTION
© MG2, Inc. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2, Inc.
COSTCO
WHOLESALE
CORPORATION
999 LAKE DRIVE
ISSAQUAH, WA 98027
T: 425.313.8100
www.costco.com
KEY PLAN
3/22/2023 4:13:10 PM Autodesk Docs://COST-Brentwood-CA-21-5948-01/A_22-5948-01_Brentwood_CA_Coscto_R23.rvt
FLOOR PLAN
10.14.2022
A101
KG
JEAN-LUC A-PRINCE
21-5948-01
PERMIT
REVISION 1
MITCHELL C. SMITH, ARCHITECT
R18_0815
LONE TREE PLAZA
DRIVE
BRENTWOOD, CA
SCALE: 1/16" = 1'-0"
16 FLOOR PLAN
PROJECT DATA
WAREHOUSE 152,720 SF
FIRE DEPT ROOM 802 SF
OPEN CANOPY 5,368 SF
ENVELOPE / EXTERIOR WALL 1,330 SF
TOTAL BUILDING - GROSS 160,220 SF
NOTE :
LOCATE KNOX BOXES AS DIRECTED BY FIRE DEPT
MAKE PROVISIONS TO TIE INTO SECURITY SYSTEM
NOTE :
TO DETERMINE DOOR OPENING SIZE, SEE DOOR
SCHEDULE ON A602 AND DETAILS ON A602.2 & 602.3
NOTE :
SEE G203 FOR SIGNAGE LOCATIONS
CENTER SECTION 19,808 SF
1/16" = 1'-0'
0 4' 8' 16' 32'
NOTE :
LOCATE KNOX BOXES AS DIRECTED BY FIRE DEPT
MAKE PROVISIONS TO TIE INTO SECURITY SYSTEM
NOTE :
TO DETERMINE DOOR OPENING SIZE, SEE DOOR
SCHEDULE ON A602 AND DETAILS ON A602.2 & 602.3
NOTE :
SEE G203 FOR SIGNAGE LOCATIONS
12.09.22 PERMIT ISSUE
1 04.10.23 PERMIT REVISION 1
05.02.23 ISSUE FOR BID
RACK COUNT
TYPE PALLET TOTAL RACK TOTAL
GROCERY PALLETS 0 0
GROCERY RACKS (15FT) 0 0
HARDLINE PALLETS 0 0
HARDLINE RACKS (15FT) 0 0
MAJORS 0 0
T ectoni Cp yright 207
2 A301
3 A301
4 A301
1 A301
19 A505
19 A503
10 A501.1
20 A502
20 A512
15 A506
20 A509
20 A507
20 A508
20 A703
COMPACTOR
2 A701
15' STEEL
STEEL STORAGE RACKS TO
15'-0" HEIGHT WITH STORAGE
TO 20' - 0" AFF (SOIC) - TYP
15' STEEL 15' STEEL 15' STEEL
LOADING DOCK
ROLLING
SERVICE DOOR
15' STEEL
15' STEEL 15' STEEL
15' STEEL
PLASTIC
BALER (SOIC)
CARDBOARD
BALER (SOIC)
15' STEEL
BULK STORAGE (NIC)
15' STEEL15' STEEL15' STEEL15' STEEL15' STEEL 60' M-1 CASE (SIO) 40' D-2 CASE (SIO) 8' HED 16' D-2 CASES
MEDIA MEDIA
15' STEEL15' STEEL15' STEEL15' STEEL15' STEEL15' STEEL15' STEEL ALIGN
FOR RACK ANCHORAGE -
SEE - TYP
STEEL STORAGE RACKS TO
15'-0" HEIGHT WITH STORAGE
TO 20'-0" AFF (SOIC) - TYPICAL
15' STEEL 15' STEEL 15' STEEL
15' STEEL
BULK STORAGE (NIC)
18 A501.5
5' STEEL5' STEEL5' STEEL
5' STEEL
CHECKSTAND
UNDER FLOOR
DUCT - SEE ELEC
11 G201
20 A504
15' STEEL
JEWELRY
DISPLAY
ALIGN
FINISH FLOOR ELEVATION (DATUM)
0'-0" VERIFY ACTUAL ELEVATION WITH
CIVIL DRAWINGS
GAS SERVICE
15 SD201
17 A704
20 A602.1
5 A602.2
EXIT
ENTRANCE
LOADING
DOCK
13 / A601
18 A512
15' STEEL
TRANSFORMER
FIRE SPRINKLER
RISERS
CONCRETE -
SEE SD101
FLORAL MERCHANDISER (SIO) - VERIFY
LOCATION WITH WAREHOUSE MANAGER
EYE WASH
STATION
1 1
10 10
A A
G G
B B
C C
D D
E E
F F
A.7
4 3.4 3
3.4 4.2
4.2 4.6
4.6 5.2
5.2 5.6
5.6 6.1
6.1 6.4
6.4 7.3
7.3 7.8
7.8 8.5
9.5 8.5
9.5 1.4
1.4 B.5
9.2 8.3 7.4 5.9 4.9 3.9 3.1 2.58 2.1
2.58 A.5
B.3
B.4
B.7
E.5 E.5
F.5
8.8 8.2
8.2 2.8
2.8 A.8
9.7 9.7
C.8
C.4
UNDERFLOOR
J-BOX - TYPALSO SEE ELEC
TIRE SALES
164
MEMBERSHIP
COUNTER
109
COMPACTOR
TAP BOX
FIRE DEPT ROOM
190
RTV
106
CAKE CASE
TALL PRODUCE
COOLER
107
BAKERY
117
TALL BAKERY
FREEZER
119
BAKERY COOLER
118
MEAT PREP
115
ROTISSERIE PREP
112
ROTISSERIE
111
TALL DELI / MEAT
COOLER
116
DELI / DISH PREP
110
DEMO ROOM
159
TALL DAIRY COOLER
105 ELECTRICAL
ROOM
125
24' - 10" 23' - 6" 27' - 6" 28' - 0" 51' - 6" 12' - 0" 22' - 0" 23' - 6" 16' - 0" 20' - 0" 18' - 6" 29' - 0" 29' - 4"
EMPLOYEE
LOCKER
ROOM
153
MANAGER
152
EDP
149
VAULT
148
ANTE ROOM
150
OFFICE
151
ELECTRICAL
ROOM
145
MEN'S
RESTROOM
143
WOMEN'S
RESTROOM
142
FAMILY
RESTROOM
140
VESTIBULE
141
JANITOR
144
FOOD PREP
182
FOOD SERVICE
181
FOOD PREP
184
COOLER
183
MPU
154
TIRE
INSTALLATION
162
18' - 0"
60' - 1" 54' - 0" 68' - 4" 48' - 8" 46' - 5" 10' - 6" 19' - 6" 31' - 7" 48' - 5" 53' - 0" 51' - 0" 48' - 4" 55' - 6" 51' - 6" 57' - 6" 54' - 6" 24' - 8" 33' - 8" 27' - 8" 8"
25 61
38 36
41 44 43
42 37
39 40
28A 28B
48' - 4" 55' - 6" 51' - 6" 57' - 6" 54' - 6" 58' - 4"
10" 8"
AA
24B
IDF BOX (SIO) -
SEE ELEC DWGS
491' - 6"
12 A601.1
353' - 4"
26' - 0" 10' - 0" 22' - 0" 26' - 6" 23' - 0" 7' - 0" 30' - 0" 20' - 0" 10' - 0" 20' - 0" 15' - 0"
9.25 POS FREEZER
103
POS SUB-ZERO
FREEZER
104
POS COOLER
102
17 A601.1
(18) ACCESSIBLE
CHECKSTANDS
(6) SELF-SERVE
CHECKOUT (SIO)
MIMO
(SIOC)
TIRE
STORAGE
AREA
166
BARRIER
FREE
RESTROOM
165
56 54
30 50
15' STEEL
RETURNS
COUNTER
108
QUIET ROOM
137
CHAIN-LINK
FENCE (SIO)
30' - 0" 25' - 0" 7' - 7" 22' - 5" 25' - 0" 25' - 0" 21' - 0"
EDGE OF
CONCRETE 80' - 8" 8' - 0"
22 CHAIN-LINK
FENCE (SIO)
35 ROLLING SERVICE
DOOR - TYP
13 A602.2
SCRUBBER PIT
123
UNISEX RESTROOM
124
RECEIVING
121
EXTERIOR
DOOR - TYP
CL OF DUCT
17' - 1"
15' STEEL15' STEEL15' STEEL15' STEEL15' STEEL15' STEEL15' STEEL15' STEEL 57 8.6
10' - 0"
491' - 6"
S.O.K.
F.6
CL OF DUCT
29' - 0"
POWER FENCE (SIO)
CL OF D
U
C
T
31' - 9"
6' - 6" 8' - 0" 7' - 6"
36' - 0"
NOTE :
IMPORTANT NOTE: GRID AT EXTERIOR WALL IS
INTERIOR FACE OF STEM WALL, SEE DETAIL
GREASE
INTERCEPTER
LANDSCAPING
MAIN SALES
101
HALLWAY
101A
CLEAR AT ADA
CHECKSTANDS
C.5
SA
24A
ENTRY CANOPY
186
CL OF D
U
C
T
16' - 7"
HEARING CENTER
147
15 A506.1
5' STEEL5' STEEL5' STEEL5' STEEL
34 28' M-1 CASES
28' M-1 CASES
28' D-5 CASES
28' D-5 CASES
PALLETS8' D-5
8' D-5
8' D-5
8'
D-5
8' M-1
PHARMACY
131
LAB
133
30 32
31 33
15 14 13 12
2.9 1.39
3.7 3.7
GREASE
INTERCEPTER
92' - 0"
1 9' - 0" 8' - 2 1/2" 6' - 10" 7' - 6" 6' - 10"
14' - 0" 14' - 0"
7' - 6" 16' - 6" 11' - 0"
8 7.6
9.3 EQ EQ 11' - 9 1/2"
7' - 7"
EYE WASH
STATION
8.25 7.45 4.85 3.87 2.4 2.0
2.0 D.6 D.6
B7.5
A.85
A.6
SC
SB
1.49 1.5
2.5 2.15 3.8 9 4.95
7.9 5
A.3
A.1
6 2.6 1.45
1.46 13' - 8" 13' - 8" 13' - 8" 13' - 8" 12' - 0" 10' - 0" 1' - 4"
EQ
8' M-1 8' M-1
8' M-1
17 18
29A 29B
133' - 9"
105' - 2"
MECHANICAL ROOM
191
27A 27B
S.1
26A 26B
47 48
49 51
52 46
55 8B 8A 7B 7A 6B 6A
2 3
4 5B 5A 5
90 93
70' - 8" 69' - 0" 35' - 2" 54' - 0" 54' - 0" 54' - 0" 56' - 0" 64' - 6" 34' - 2" 13' - 0" 26' - 0" 31' - 8" 26' - 10" 30' - 0" 30' - 0" 30' - 0" 20' - 0" 15' - 0" 30' - 0" 25' - 0" 30' - 0" 25' - 0" 159' - 0"
45 9
64' - 8" 80' - 4" 91' - 0" 70' - 0" 128' - 0"
23' - 10" 24' - 6"
25' - 10" 5' - 8"
27' - 6" 28' - 0" 21' - 6" 30' - 0" 27' - 6" 30' - 0" 27' - 6" 27' - 0" 18' - 0" 6' - 0" MSB
13' - 0" 20' - 0" 25' - 0" 15' - 0"
OPTICAL
173
TEST AREA
178
CONTACT LENS
177
CONSULT ROOM #3
176
CONSULT ROOM #2
175
CONSULT ROOM #1
174
OPTICAL SALES
172
12' - 6" 15' - 0"
PROFESSIONAL
SERVICES
132
1' - 8"
15' - 4"
92' - 0" 6' - 4"
FUTURE
DRAWN BY:
PM:
DATE DESCRIPTION
© MG2, Inc. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2, Inc.
COSTCO
WHOLESALE
CORPORATION
999 LAKE DRIVE
ISSAQUAH, WA 98027
T: 425.313.8100
www.costco.com
KEY PLAN
12/9/2022 11:12:06 AM Autodesk Docs://COST
Brentwood
CA
21 5948
01/A_22
5948
01_Brentwood_CA_Coscto_R22.rvt
FLOOR PLAN
10.14.2022
A101
KG
JEAN-LUC A-PRINCE
21-5948-01
ISSUE FOR
PERMIT
MITCHELL C. SMITH, ARCHITECT
R18_0815
LONE TREE PLAZA
DRIVE
BRENTWOOD, CA
SCALE: 1/16" = 1'-0"
16 FLOOR PLAN
RACK COUNT
GROCERY PALLETS 127
GROCERY RACKS (15FT) 860
HARDLINE PALLETS 36
HARDLINE RACKS (15FT) 468
PROJECT DATA
GROSS WAREHOUSE 151,760 SF
GROSS FIRE DEPT ROOM 556 SF
GROSS MECHANICAL ROOM 732 SF
OPEN CANOPY 5,356 SF
OPEN CANOPY 642 SF
ENVELOPE / EXTERIOR WALL 1,545 SF
TOTAL BUILDING - GROSS 160,592 SF
NOTE :
LOCATE KNOX BOXES AS DIRECTED BY FIRE DEPT
MAKE PROVISIONS TO TIE INTO SECURITY SYSTEM
NOTE :
TO DETERMINE DOOR OPENING SIZE, SEE DOOR
SCHEDULE ON A602 AND DETAILS ON A602.2 & 602.3
NOTE :
SEE G203 FOR SIGNAGE LOCATIONS
CENTER SECTION 19,808 SF
1/16" = 1'-0'
0 4' 8' 16' 32'
NOTE :
LOCATE KNOX BOXES AS DIRECTED BY FIRE DEPT
MAKE PROVISIONS TO TIE INTO SECURITY SYSTEM
NOTE :
TO DETERMINE DOOR OPENING SIZE, SEE DOOR
SCHEDULE ON A602 AND DETAILS ON A602.2 & 602.3
NOTE :
SEE G203 FOR SIGNAGE LOCATIONS
12.09.22 PERMIT ISSUE
12/12/2022
Attachment 10
© MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2.
COSTCO WHOLESALE PAGE TITLE
B R E N T W O O D , C A J A N U A R Y 1 4 , 2 0 2 2
21-5948-01
JANUARY 14, 2022
PAGE TITLE 0 10' 20' 40'
1" = 20'-0"
BRENTWOOD, CA
SITE CONTEXT
M A R C H 2 3 , 2 0 2 3
MARCH 23, 2023
A-004
1234
EV EV EV EV EV EV EV
EV EV EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV
EV EV EV EV EV EV EV
EV EV EV
EV EV EV EV EV EV EV EV EV
EV EV EV EV
EV
EV EV
EV
EV
EV
EV
EV
EV
EV EV
EV EV
EV EV EV EV CLEAN AIR/ VANPOOL/EV
EV A1 A9
SETBACKS: REQUIRED ACTUAL
FRONT: 0-10' FRONT: 100'+
SIDE: 0-10' SIDE: 90'-3"
REAR: 0' REAR: 40'-4"
TOTAL WAREHOUSE FOOTPRINT AREA:
NET SALES FLOOR
NET MECHANICAL / FIRE
INCLUDES:
NET VESIBULE
BUILDING ENVELOPE
160,523 SF
2,415 SF
5,125 SF
2,189 SF
150,794 SF
0 25' 50' 100
1" = 50'-0"
PARKING DATA:
10' WIDE STALLS
ACCESSIBLE STALLS
BUILDING DATA:
CLIENT:
JURISDICTION:
COSTCO WHSE AREA:
ZONING:
NUMBER OF STALLS PER 1000 SF
OF BUILDING AREA:
PROJECT ADDRESS:
TOTAL PARKING: ##
PROJECT DATA
COSTCO WHOLESALE
999 LAKE DRIVE
ISSAQUAH, WA 98027
SITE DATA:
INCLUDES:
LONE TREE PLAZA DRIVE
BRENTWOOD, CA
17.18 ACRES (748,667 SF)
CITY OF BRENTWOOD
TV (TRANSIT VILLAGE)
846 STALLS
824 STALLS
17 STALLS
5.23 STALLS
NOTES:
EXISTING CONDITIONS TO BE FIELD VERIFIED.
© MG2, Inc. All rights reserved. No part of this document may be re in any form or by any means without permission in writing from MG2
COSTCO WHOLESALE PRELIMINARY SITE PLAN
B R E N T W O O D , CA A P R I L 2 7 , 2 0 2 2
APRIL 27, 2022
PRELIMINARY
SITE PLAN
A-002
COSTCO FUEL AREA: 1.86 ACRES (80,847 SF)
FUEL CANOPY FOOTPRINT AREA: 11,655 SF
INCLUDES:
FUELING POSITIONS 32 # EV STALLS 85 STALLS # CLEAN AIR 17 STALLS 10' WIDE X 18' DEEP STALLS
W/ 2' OVERHANG # 234 STALLS JOHN MARSH HERITAGE HWY (HWY 4) HEIDORN RANCH RD.
LONE TREE PLAZA DR.
CANADA VALLEY RD.
2 1
34 LONE TREE PLAZA DR.
Attachment 10
© MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2.
COSTCO WHOLESALE PAGE TITLE
B R E N T W O O D , C A J A N U A R Y 1 4 , 2 0 2 2
21-5948-01
JANUARY 14, 2022
PAGE TITLE
0 10' 20' 40'
1" = 20'-0"
BRENTWOOD, CA
BUILDING INSPIRATION
M A R C H 2 3 , 2 0 2 3
MARCH 23, 2023
A-005
LODI, CA BELLINGHAM, WA
CLOVIS, CA
UKIAH, CA
SAN JOSE, CA
Attachment 10
© MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2.
COSTCO WHOLESALE PAGE TITLE
B R E N T W O O D , C A J A N U A R Y 1 4 , 2 0 2 2
21-5948-01
JANUARY 14, 2022
PAGE TITLE
0 10' 20' 40'
1" = 20'-0"
BRENTWOOD, CA
PROPOSED BUILDING ELEVATIONS
M A R C H 2 3 , 2 0 2 3
MARCH 23, 2023
A-006
METAL SCREEN W/ TRELLIS
“MEDIUM BRONZE”
METAL TRELLIS
“MEDIUM BRONZE”
SPLIT FACE CMU
“MEDIUM BROWN”
VERTICAL RIBBED PANEL
“SANDSTONE”
VERTICAL RIBBED PANEL
“SANDSTONE ”
VERTICAL METAL PANEL
“METALLIC CHAMPAGNE”
VERTICAL METAL PANEL
“SANDSTONE”
SPLIT FACE CMU
“MEDIUM BROWN”
SPLIT FACE CMU
“MEDIUM BROWN”
CONCRETE STEM WALL
“NATURAL”
CORNICE/ COPING
“MEDIUM BRONZE”
ACCENT METAL
“MEDIUM BRONZE”
32’-0”
T.O COPING
33’-0”
T.O COPING
33’-0”
T.O COPING
32’-0”
T.O COPING 30’-0”
T.O COPING
29’-6”
T.O COPING
32’-0”
T.O COPING
35’-6”
T.O COPING
34’-0”
T.O COPING
32’-0”
T.O COPING 29’-6”
T.O COPING
30’-0”
T.O COPING
30’-0”
T.O COPING
33’-0”
T.O COPING
33’-0”
T.O COPING
32’-0”
T.O COPING
30’-0”
T.O COPING
31’-0”
T.O COPING
31’-6”
T.O COPING
31’-6”
T.O COPING
36’-6”
T.O CORNICE
1 WEST ELEVATION
SCALE: 1/16” = 1’-0”
2 SOUTH ELEVATION
SCALE: 1/16” = 1’-0”
3 EAST ELEVATION
SCALE: 1/16” = 1’-0”
4 NORTH ELEVATION
SCALE: 1/16” = 1’-0”
VERTICAL RIBBED PANEL
“SANDSTONE”
VERTICAL RIBBED PANEL
“METALLIC CHAMPAGNE”
VERTICAL RIBBED PANEL
“METALLIC CHAMPAGNE”
STRIPE
“COSTCO RED”
ACCENT METAL
“MEDIUM BRONZE”
B
B
B A
B
1 3
2 4
Attachment 10
© MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2.
COSTCO WHOLESALE PAGE TITLE
B R E N T W O O D , C A J A N U A R Y 1 4 , 2 0 2 2
21-5948-01
JANUARY 14, 2022
PAGE TITLE
0 10' 20' 40'
1" = 20'-0"
BRENTWOOD, CA
PROPOSED BUILDING PERSPECTIVES
M A R C H 2 3 , 2 0 2 3
MARCH 23, 2023
A-007
Attachment 10
© MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2.
COSTCO WHOLESALE PAGE TITLE
B R E N T W O O D , C A J A N U A R Y 1 4 , 2 0 2 2
21-5948-01
JANUARY 14, 2022
PAGE TITLE
0 10' 20' 40'
1" = 20'-0"
BRENTWOOD, CA
PROPOSED BUILDING MATERIALS
M A R C H 2 3 , 2 0 2 3
MARCH 23, 2023
A-008
B
B
B
B
B
B
B
C
C C
C
C C
G G
C
C C C
C
C
F
F
F F
F
F
D F F
D
D
D
D
D E
E
E
E
A
A
A
A
G A
A
A
A A
A
A
A
A
1 3
2 4
A B C D E F G
VERTICAL ARCHITECTURAL
RIBBED METAL PANEL
“METALLIC CHAMPAGNE”
VERTICAL ARCHITECTURAL
RIBBED METAL PANEL
“SANDSTONE”
SPLIT FACE CMU BASE
“TAN”
COSTCO WHOLESALE
AND ACCENT STRIPE
“SAFETY RED”
‘WHOLESALE’ AND
THREE STRIPES
“COSTCO BLUE”
ACCENT STEEL
“MEDIUM BRONZE”
CONCRETE
“NATURAL”
1 WEST ELEVATION
SCALE: 1/16” = 1’-0”
2 SOUTH ELEVATION
SCALE: 1/16” = 1’-0”
3 EAST ELEVATION
SCALE: 1/16” = 1’-0”
4 NORTH ELEVATION
SCALE: 1/16” = 1’-0”
Attachment 10
© MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2.
COSTCO WHOLESALE PAGE TITLE
B R E N T W O O D , C A J A N U A R Y 1 4 , 2 0 2 2
21-5948-01
JANUARY 14, 2022
PAGE TITLE
0 10' 20' 40'
1" = 20'-0"
BRENTWOOD, CA
PROPOSED SIGNAGE PLAN
M A R C H 2 3 , 2 0 2 3
MARCH 23, 2023
A-009
1 3
2 4
A
7’-4”
26’-8”
8’-9”
32’-0”
SIGN TABLE
QUANTITY
B 4 COSTCO WHOLESALE 6’-0” C 280 SF
TOTAL SIGN AREA:
840 SF
998 SF
A 1 COSTCO WHOLESALE 5’-0” C 175 SF 175 SF
IDENTITY SIGN SIZE AREA (EACH) TOTAL SF
1 WEST ELEVATION
SCALE: 1/16” = 1’-0”
2 SOUTH ELEVATION
SCALE: 1/16” = 1’-0”
3 EAST ELEVATION
SCALE: 1/16” = 1’-0”
4 NORTH ELEVATION
SCALE: 1/16” = 1’-0”
5 SIGN PACKAGE
A B
B
B
B A
B
Attachment 10
© MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2.
COSTCO WHOLESALE PAGE TITLE
B R E N T W O O D , C A J A N U A R Y 1 4 , 2 0 2 2
21-5948-01
JANUARY 14, 2022
PAGE TITLE
0 10' 20' 40'
1" = 20'-0"
BRENTWOOD, CA
PROPOSED FUEL ELEVATIONS
M A R C H 2 3 , 2 0 2 3
MARCH 23, 2023
A-010
2'-5 1/4" "C" 21 SF 84 SF
84 SF
2'-5 1/4" "C" 21 SF 84 SF
84 SF
2'-5 1/4" "C" 21 SF 84 SF
84 SF
1 SCALE: 1/8” = 1’-0”
2 EAST/ WEST ELEVATION
NORTH/ SOUTH ELEVATION
SCALE: 1/8” = 1’-0”
4 CONTROLLER ENCLOSURE ELEVATIONS
SCALE: 1/8” = 1’-0”
5 CANOPY SIGNS
SCALE: 1/4” = 1’-0”
TYPICAL STEEL FACED
INSULATED PANELS -
GREY BEIGE
ENTRANCE SIDE EXIT SIDE
INSULATED SAFETY
GLASS
BOTTOM OF FASCIA TO
PAVEMENT VARIES
SIGN LIGHT BAR, CENTERED
ON ALL FOUR SIDES
METAL COLUMNS
“GREY BEIGE”
18’-6”
T.O CANOPY
17’-0” 7’-6”
8’-7”
8’-6”
2’-5”
MIN 14’-6” 4’-0”
SIGN TABLE
QUANTITY
TOTAL SIGN AREA: 84 SF
4 COSTCO WHOLESALE 2’-5” x 8’-6” 21 SF 84 SF
SIGN SIZE AREA (EACH) TOTAL SF
VERTICAL RIBBED PANEL
“METALLIC CHAMPAGNE”
Attachment 10
A1 A9
EV
CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV
EV EV EV EV EV EV EV EV
EV EV EV EV EV EV EV EV EV
EV EV EV EV EV EV EV EV EV
EV EV EV EV EV EV EV EV EV EV EV
EV EV EV EV EV EV
EV EV EV
EV EV EV EV
EV EV EV
EV EV EV EV
EV
EV EV EV
EV EV EV EV
EV
EV EV
EV EV EV
EV EV
EV EV EV EV EV
EV
EV
EV
EV EV EV
A1 A9 HWY 4
A
D
B
C
A
E
F
+35'-6" AFF
588'-0"±
HVAC UNIT
135.30 FIN FLR 138
PROPERTY
LINE 5'-6"
135.30 FIN FLR 135.30 FIN FLR
REFRIG.
CONDENSERS
+32'-0" AFF
136
HVAC UNIT
PROPERTY
LINE 5'-6" 135.30 FIN FLR
326'-7"±
136
HVAC UNIT
PROPERTY
LINE 5'-6" 135.30 FIN FLR
+32'-0" AFF
370'-0"±
135.30 FIN FLR
65'-5"±
PROPERTY
LINE
132.50 5'-6"
+33'-0" AFF
REFRIG.
CONDENSORS
HVAC
BEYOND
PROPERTY LINE 5'-6"134.74
36'-5"± 5'-6"134.74
48'-10"±
+33'-0" AFF
+30'-0" AFF
HVAC UNIT
HVAC UNIT
PROPERTY LINE
143 5'-6"
615'-0"±
© MG2, Inc. All rights reserved. No part of this document may b in any form or by any means without permission in writing from M
COSTCO WHOLESALE PRELIMINARY SITE SECTIONS
B R E N T W O O D , C A M A R C H 1 7 , 2 0 2 3
MARCH 17, 2023
PRELIMINARY
SITE SECTIONS
DD13-03
BRENTWOOD, C
HVAC UNIT
HVAC UNIT
© MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2.
COSTCO WHOLESALE PAGE TITLE
B R E N T W O O D , C A J A N U A R Y 1 4 , 2 0 2 2
21-5948-01
JANUARY 14, 2022
PAGE TITLE
0 10' 20' 40'
1" = 20'-0"
BRENTWOOD, CA
DESIGN SECTIONS
M A R C H 2 3 , 2 0 2 3
MARCH 23, 2023
A-011
4’-0”
4’-0”
29’-8”
4’-0”
2 SECTION B
SCALE: 1” = 20’-0”
2 SECTION B
SCALE: 1” = 20’-0”
3 SECTION C
SCALE: 1” = 20’-0”
4 SECTION D
SCALE: 1” = 20’-0”
5 NORTH ELEVATION SCREEN SECTION
SCALE: 1/8” = 1’-0” 6
ENTRY CANOPY SECTION
SCALE: 1/8” = 1’-0” 7
TIRE CENTER SECTION
SCALE: 1/8” = 1’-0”
METAL SCREEN
W/ TRELLIS
“MEDIUM BRONZE”
METAL TRELLIS
“MEDIUM BRONZE”
METAL TRELLIS
“MEDIUM BRONZE”
Attachment 10
A9
AND LOCATED ACCORDINGLY ON ARCH PLAN
CORRECT LOCATION TO BE DETERMINED BY CIVIL EQUIPMENT IS RANDOMLY PLACED -
ROLL-TOP DRUM SPILLCONTAINMENT CABINET
SP_FF_TANK_ 40K_US_0317 SP_FF_TANK_ 40K_US_0317 SP_FF_TANK_ 40K_US_0317 A1
A9
Attachment 10 Page 196 of 562
© MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2.
COSTCO BRENTWOOD PRELIMINARY LANDSCAPE PLAN
B R E N T W O O D, C A L I F O R N I A J A N U A R Y 1 4 , 2 0 2 2 DBA # P.316
JANUARY 14, 2022
PRELIMINARY
LANDSCAPE PLAN
L-001
0 30' 60' 120'
1" = 60'-0"
BRENTWOOD, CA
DAVID BABCOCK ASSOCIATES
3581 MT. DIABLO BLVD. , SUITE 235
LAFAYETTE, CALIFORNIA 94549
T: 925.283.5070
ARCHITECTURE PLANNING LANDSCAPE
© MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2.
COSTCO BRENTWOOD PRELIMINARY LANDSCAPE PLAN
C I T Y O F B R E N T W O O D, C A L I F O R N I A N O V E M B E R 2 2 , 2 0 2 2 DBA # P.316
NOVEMBER 22, 2022
PRELIMINARY
LANDSCAPE PLAN
L-001
0 40' 80' 160'
1" = 80'-0"
BRENTWOOD, CA
DAVID BABCOCK ASSOCIATES
3581 MT. DIABLO BLVD. , SUITE 235
LAFAYETTE, CALIFORNIA 94549
T: 925.283.5070
ARCHITECTURE PLANNING LANDSCAPE
CLEAN AIR/
VANPOOL/EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV EV EV EV EV
EV EV EVEVEV EVEV EV EV
EVEV EV
EV EVEV EV EV EV
EV
CLEAN AIR/
VANPOOL/EV
CLEAN AIR/
VANPOOL/EV
CLEAN AIR/
VANPOOL/EV
CLEAN AIR/
VANPOOL/EV
CLEAN AIR/
VANPOOL/EV
CLEAN AIR/
VANPOOL/EV
CLEAN AIR/
VANPOOL/EV
CLEAN AIR/
VANPOOL/EV
CLEAN AIR/
VANPOOL/EV
CLEAN AIR/
VANPOOL/EV
CLEAN AIR/
VANPOOL/EV
CLEAN AIR/
VANPOOL/EV
CLEAN AIR/
VANPOOL/EV
CLEAN AIR/
VANPOOL/EV
CLEAN AIR/
VANPOOL/EV
CLEAN AIR/
VANPOOL/EV
EV EVEVEV EV EV EVEV EVEV EVEV EV EV EV EVEV EVEV EVEV
EVEV EV EV EV EV EV EVEV EVEV EV EV EV
EV
CLEAN AIR/
VANPOOL/EV
CLEAN AIR/
VANPOOL/EV
EVEV EV
EV EV EVEV EV EV
EV
EV EV EV EV EV
A1A1
A9
A1
California Delta Hwy 4
Lone Tree Plaza Drive
Storm Water
Treatment Planter (Typ.)
100’ Existing
Trail Easement
No Tree Planting
Within Existing
Overhead PG&E
Utility Easement
Overhead
Transmission
Tower
Storm Water
Treatment Planter (Typ.)
Property Line
(Typ.)
Trees:
Cedrus deodora’ / 24” box 35’-0’’ L Matched in Size
Deodor Cedar
Acer rubrum ‘Redpointe’ / 24” box 30’-0’’ M Matched Standards Redpointe Red Maple
Lagerstroemia hyb. ‘Dynamite’ / 24” box 20‘-0’’ L Multi-branch, Dynamite (Red) Crape Myrtle Matched in size
Pistachia chinensis ‘Keith Davey’ / 24“ box 30‘-0” L Matched Standards Keith Davey Chinese Pistache
Quercus ilex / 24“ box 30’-0” L Matched Standards
Cork Oak
Ulmus hyb. ‘Frontier’ / 24” box 35’-0’’ L Matched Standards Frontier Elm
UNDERSTORY PLANTINGS:
Site Planting indicating shrubs, perennials, ornamental grasses and ground covers Shrubs:
Callistemon viminalis ‘Little John’ / 5 gal. L
Little John Dwarf Bottlebrush
Ceanothus ‘Concha’ / 15 gal. L CA Native
Concha Ceanothus
Dietes vegeta ‘Variegatum’ / 5 gal. L
Variegated Fortnight Lily
Frangula californica ‘Eve Case’ / 15 gal. L CA Native
Eve Case Coffeeberry
Grevillea lavandulacea ‘Penola’ / 15 gal. L
Penola Lavender Grevillea
Rosa meidrifora ‘Coral Drift’ / 15 gal. M
Coral Drift Shrub Rose
Salvia leucantha ‘Santa Barbara’ / 5 gal. L
Santa Barbara Sage
Perennials:
Dianella revolute ‘Little Rev’ / 4” pot M
Little Rev Dianella
Lomandra longifolia ‘Breeze’ / 1 gal. L
Dwarf Mat Rush
Ground Covers:
Arctostaphylos ‘Pacific Mist’ / 1 gal. L
Pacific Mist Arctostaphylos
Baccharis pilularis ‘Twin Peaks’ / 1 gal. L CA Native
Twin Peaks Dwarf Coyote Bush
Ceanothus g.h. ‘Yankee Point’ / 1 gal. L CA Native
Yankee Point Ceanothus
Cotoneaster dammeri ‘Coral Beauty’ / 1 gal. L
Coral Beauty Bearberry Cotoneaster
Lantana hyb. ‘Spreading Sunshine’ / 1 gal. L
Spreading Sunshine (Yellow) Lantana
Rosmarinus officinalis ’Prostratus’ / 1 gal. L
Prostate Rosemary
Ornamental Grasses:
Festuca idahoensis ‘Siskiyou Blue’ / 1 gal. L
Siskiyou Blue Fescue
Mulhenbergia capillaris ‘Lenca’ / 1 gal. L
Regal Mist Pink Muhly
STORM WATER TREATMENT PLANTER
Tree
Laurus nobilis ‘Saratoga’ / 24“ box 30‘-0” L Matched
Saratoga Grecian Laurel Standards
Perennials:
Achillea millifolium / 1 gal. L CA Native
Common Yarrow
Chondropetalum tectorum / 1 gal. L
Cape Rush
Epilobium septentrionale ‘Select Mattole’ / 1 gal. L CA Native Select Mattole California Fuchsia
Juncus paten ‘Elk Blue’ / 1 gal. L CA Native
Elk Blue Grey Rush
Verbena lilacina ‘De La Mina’ / 1 gal. L CA Native
Purple Cedros Island Verbena
Symbol Botanical Name / Common Name Size Tree Size Canopy WUCOLS Comments (Aniticipated width of
Tree Canopy at Maturity)
(Water Use
Classi cation of
Landscape Species)
WUCOLS LEGEND:
L Low Water Use
M Moderate Water Use
IRRIGATION SYSTEM STATEMENT:
The irrigation system will be a water efficient low flow, point source system designed to provide adequate watering to support plant growth and ensure deeply rooted plant material while avoiding excess water application. The system will be programmable, allowing operation during late night and/or early morning hours, with multiple start times and cycles. The system will interface with a weather based sensor that will adjust the amount of water applied to the plant material based on daily weather conditions. Irrigation materials specified for the site will be selected on the basis of durability and ease of maintenance. Landscape irrigation will comply with the California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO).
LANDSCAPE DATA:
Landscape Area Coverage
Total Parcel Area: +/- 19.04 AC (+/- 829,514 SF)
Landscape Area Required: 132,722 SF (16% of the lot area 829,514 SF) Landscape Area Provided: 133,787 SF
Tree Requirement
Existing: 0 Trees
Required: 307 Trees - Provide 16 Trees / Acre or fraction thereof (19.04 Acres x 16 Trees = 307 Trees) Provided: 341 Trees
Shade Requirement:
Required: 50% Parking lot shading at 15 years.
Provided: 50.5%
Plant Legend
Attachment 10
SP_FF_ADDITIVE TANK_US_1011
52//T2P D5U0 SPI// &2NTAIN0ENT &A%INET
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CALIFORNIA SHEETS
DATE
R.C.E. No. 71470
KIRKPATRICK P. MYERS
BRENTWOOD
SHEET
OF
DATE: 6/6/2023
DATE: 6/6/2023
DATE: 6/6/2023
DESIGN: DAM
DRAWN: MGD
CHECKED: KPM
NO. REVISIONS BY APP DATE DESIGNED UNDER THE DIRECTION OF:
PUBLIC WORKS
DEPARTMENT
150 City Park Way, Brentwood, CA 94513
Ph: (925) 516-5420 · FAX: (925) 516-5421
www.brentwoodca.gov
41 N2T F25
&2NST5U&TI2N
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2VE5/AND 5E/EASE PAT+
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Attachment 10
10
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1 00
CALIFORNIA SHEETS
DATE
R.C.E. No. 71470
KIRKPATRICK P. MYERS
BRENTWOOD
SHEET
OF
DATE: 6/6/2023
DATE: 6/6/2023
DATE: 6/6/2023
DESIGN: DAM
DRAWN: MGD
CHECKED: KPM
NO. REVISIONS BY APP DATE DESIGNED UNDER THE DIRECTION OF:
PUBLIC WORKS
DEPARTMENT
150 City Park Way, Brentwood, CA 94513
Ph: (925) 516-5420 · FAX: (925) 516-5421
www.brentwoodca.gov
41 N2T F25
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T2 %E IN &20P/IAN&E :IT+ &2ST&2 STANDA5DS
T<PI&A/ *5ADIN* P/AN DETAI/ 001
Attachment 10
10 SP_FF_ADDITIVE TANK_US_1011
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T2 %E IN &20P/IAN&E :IT+ &2ST&2 STANDA5DS
T<PI&A/ *5ADIN* P/AN DETAI/ 001
CALIFORNIA SHEETS
DATE
R.C.E. No. 71470
KIRKPATRICK P. MYERS
BRENTWOOD
SHEET
OF
DATE: 6/6/2023
DATE: 6/6/2023
DATE: 6/6/2023
DESIGN: DAM
DRAWN: MGD
CHECKED: KPM
NO. REVISIONS BY APP DATE DESIGNED UNDER THE DIRECTION OF:
PUBLIC WORKS
DEPARTMENT
150 City Park Way, Brentwood, CA 94513
Ph: (925) 516-5420 · FAX: (925) 516-5421
www.brentwoodca.gov
41 N2T F25
&2NST5U&TI2N
DR22-002
N25T+
*5ADIN* D5AINA*E P/AN
S+EET 2F
&
1
&1 A1 & &
& &
N25T+ KE< 0AP
1 00
Attachment 10
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&
0AT&+/INE SEE *5ADIN* P/AN S+EET 2F
&
CALIFORNIA SHEETS
DATE
R.C.E. No. 71470
KIRKPATRICK P. MYERS
BRENTWOOD
SHEET
OF
DATE: 6/6/2023
DATE: 6/6/2023
DATE: 6/6/2023
DESIGN: DAM
DRAWN: MGD
CHECKED: KPM
NO. REVISIONS BY APP DATE DESIGNED UNDER THE DIRECTION OF:
PUBLIC WORKS
DEPARTMENT
150 City Park Way, Brentwood, CA 94513
Ph: (925) 516-5420 · FAX: (925) 516-5421
www.brentwoodca.gov
41 N2T F25
&2NST5U&TI2N
DR22-002
N25T+
*5ADIN* D5AINA*E P/AN
S+EET 2F
&
1
*ENE5A/ N2TES
1 &2NT5A&T25 T2 VE5IF< A// E;ISTIN* T2P2*5AP+<
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N2TIF< T+E EN*INEE5 2F AN< DIS&5EPAN&IES P5I25
T2 STA5TIN* :25K
A// E/EVATI2NS S+2:N DEPI&T FINIS+ *5ADE 25
ED*E 2F PAVE0ENT UN/ESS 2T+E5:ISE N2TED
*ENE5A/ &2NT5A&T25 T2 &225DINATE :IT+
E;&AVATI2N /ANDS&APE AND PAVIN*
SU%&2NT5A&T25S 5E*A5DIN* T2PS2I/ T+I&KNESS
F25 /ANDS&APE A5EAS AND PAVE0ENT SE&TI2N
T+I&KNESS F25 PAVED A5EAS T2 P52PE5/< ENSU5E
ADE4UATE &UT T2 ESTA%/IS+ SU%*5ADE E/EVATI2NS
0A;I0U0 S/2PE IN A&&ESSI%/E PA5KIN* SPA&ES AND
/2ADIN* =2NES S+A// N2T E;&EED 0 IN A//
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T<PI&A/ *5ADIN* P/AN DETAI/ 001
&1 A1 & &
& &
N25T+ KE< 0AP
1 00
Attachment 10
1 5EFE5 T2 ST250:ATE5
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&
0AT&+/INE SEE *5ADIN* P/AN S+EET 2F
&
CALIFORNIA SHEETS
DATE
R.C.E. No. 71470
KIRKPATRICK P. MYERS
BRENTWOOD
SHEET
OF
DATE: 6/6/2023
DATE: 6/6/2023
DATE: 6/6/2023
DESIGN: DAM
DRAWN: MGD
CHECKED: KPM
NO. REVISIONS BY APP DATE DESIGNED UNDER THE DIRECTION OF:
PUBLIC WORKS
DEPARTMENT
150 City Park Way, Brentwood, CA 94513
Ph: (925) 516-5420 · FAX: (925) 516-5421
www.brentwoodca.gov
41 N2T F25
&2NST5U&TI2N
DR22-002
N25T+
*5ADIN* D5AINA*E P/AN
S+EET 2F
&
1
*ENE5A/ N2TES
1 &2NT5A&T25 T2 VE5IF< A// E;ISTIN* T2P2*5AP+<
AND ST5U&TU5ES 2N T+E SITE AND I00EDIATE/<
N2TIF< T+E EN*INEE5 2F AN< DIS&5EPAN&IES P5I25
T2 STA5TIN* :25K
A// E/EVATI2NS S+2:N DEPI&T FINIS+ *5ADE 25
ED*E 2F PAVE0ENT UN/ESS 2T+E5:ISE N2TED
*ENE5A/ &2NT5A&T25 T2 &225DINATE :IT+
E;&AVATI2N /ANDS&APE AND PAVIN*
SU%&2NT5A&T25S 5E*A5DIN* T2PS2I/ T+I&KNESS
F25 /ANDS&APE A5EAS AND PAVE0ENT SE&TI2N
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0A;I0U0 S/2PE IN A&&ESSI%/E PA5KIN* SPA&ES AND
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T<PI&A/ *5ADIN* P/AN DETAI/ 001
&1 A1 & &
& &
N25T+ KE< 0AP
1 00
Attachment 10
AAA
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02KE/U0NE T5AI/ EASE0ENT
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10 FS 0AT&+/INE SEE *5ADIN* P/AN S+EET 2F
&
0AT&+/INE SEE *5ADIN* P/AN S+EET 2F
&
CALIFORNIA SHEETS
DATE
R.C.E. No. 71470
KIRKPATRICK P. MYERS
BRENTWOOD
SHEET
OF
DATE: 6/6/2023
DATE: 6/6/2023
DATE: 6/6/2023
DESIGN: DAM
DRAWN: MGD
CHECKED: KPM
NO. REVISIONS BY APP DATE DESIGNED UNDER THE DIRECTION OF:
PUBLIC WORKS
DEPARTMENT
150 City Park Way, Brentwood, CA 94513
Ph: (925) 516-5420 · FAX: (925) 516-5421
www.brentwoodca.gov
41 N2T F25
&2NST5U&TI2N
DR22-002
N25T+
*5ADIN* D5AINA*E P/AN
S+EET 2F
&
1
*ENE5A/ N2TES
1 &2NT5A&T25 T2 VE5IF< A// E;ISTIN* T2P2*5AP+<
AND ST5U&TU5ES 2N T+E SITE AND I00EDIATE/<
N2TIF< T+E EN*INEE5 2F AN< DIS&5EPAN&IES P5I25
T2 STA5TIN* :25K
A// E/EVATI2NS S+2:N DEPI&T FINIS+ *5ADE 25
ED*E 2F PAVE0ENT UN/ESS 2T+E5:ISE N2TED
*ENE5A/ &2NT5A&T25 T2 &225DINATE :IT+
E;&AVATI2N /ANDS&APE AND PAVIN*
SU%&2NT5A&T25S 5E*A5DIN* T2PS2I/ T+I&KNESS
F25 /ANDS&APE A5EAS AND PAVE0ENT SE&TI2N
T+I&KNESS F25 PAVED A5EAS T2 P52PE5/< ENSU5E
ADE4UATE &UT T2 ESTA%/IS+ SU%*5ADE E/EVATI2NS
0A;I0U0 S/2PE IN A&&ESSI%/E PA5KIN* SPA&ES AND
/2ADIN* =2NES S+A// N2T E;&EED 0 IN A//
DI5E&TI2NS
0A;I0U0 5UNNIN* S/2PE S+A// N2T E;&EED AND
&52SS S/2PE S+A// N2T E;&EED 2N A//
SIDE:A/KS AND A&&ESSI%/E 52UTES
0AT&+ E;ISTIN* E/EVATI2NS AT T+E P52PE5T< /I0ITS
SIDE:A/K SU552UNDIN* %UI/DIN* *5ADE AND S/2PES
T2 %E IN &20P/IAN&E :IT+ &2ST&2 STANDA5DS
T<PI&A/ *5ADIN* P/AN DETAI/ 001
&1 A1 & &
& &
N25T+ KE< 0AP
1 00
Attachment 10
SP_FF_ADDITIVE TANK_US_1011
52//T2P D5U0 SPI// &2NTAIN0ENT &A%INET
N2N0I5525A%/E
SEE P0 N2TE A* EV EV
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1000
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S+EET N2T USED
VI&INT< 0AP
NTS
CALIFORNIA SHEETS
DATE
R.C.E. No. 71470
KIRKPATRICK P. MYERS
BRENTWOOD
SHEET
OF
DATE: 6/6/2023
DATE: 6/6/2023
DATE: 6/6/2023
DESIGN: DAM
DRAWN: MGD
CHECKED: KPM
NO. REVISIONS BY APP DATE DESIGNED UNDER THE DIRECTION OF:
PUBLIC WORKS
DEPARTMENT
150 City Park Way, Brentwood, CA 94513
Ph: (925) 516-5420 · FAX: (925) 516-5421
www.brentwoodca.gov
41 N2T F25
&2NST5U&TI2N
DR22-002
N25T+
FUE/ FA&I/IT< SITE
SEE FUE/ FA&I/IT< SET
2VE5A// UTI/IT< P/AN &0
1 Attachment 10
STA
10010
2FF
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SP_FF_ADDITIVE TANK_US_1011
52//T2P D5U0 SPI// &2NTAIN0ENT &A%INET
N2N0I5525A%/E
SEE P0 N2TE A*
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# 100
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&
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D5< UTI/IT< N2TES
CALIFORNIA SHEETS
DATE
R.C.E. No. 71470
KIRKPATRICK P. MYERS
BRENTWOOD
SHEET
OF
DATE: 6/6/2023
DATE: 6/6/2023
DATE: 6/6/2023
DESIGN: DAM
DRAWN: MGD
CHECKED: KPM
NO. REVISIONS BY APP DATE DESIGNED UNDER THE DIRECTION OF:
PUBLIC WORKS
DEPARTMENT
150 City Park Way, Brentwood, CA 94513
Ph: (925) 516-5420 · FAX: (925) 516-5421
www.brentwoodca.gov
41 N2T F25
&2NST5U&TI2N
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& &
N25T+ KE< 0AP
1 00
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&
0
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A5E S+2:N F25 T5EN&+IN* &2NDUIT AND %A&KFI//
ESTI0ATI2N &225DINATE :IT+ TE/EP+2NE
E/E&T5I&A/ AND *AS SE5VI&E P52VIDE5S F25 E;A&T
&2NNE&TI2N /2&ATI2NS A/I*N0ENTS AND
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AND T5EN&+IN* T2 %E INSTA//ED %< &2ST&2
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&2NNE&T T2 E;ISTIN* E/E&T5I&A/ STU% 5EFE5 T2
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INSTA// SE:E5 0AN+2/E PE5 &IT< 2F %5ENT:22D
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SD5
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:ET UTI/IT< &52SSIN* 5EF P/ANS F25 T2P AND
%2TT20 E/EVATI2NS
INSTA// 1;10 DIP 0E&+ANI&A/ -2INT 5EDU&E5
INSTA// DE* DIP 0E&+ANI&A/ -2INT : T+5UST
%/2&K PE5 &IT< 2F %5ENT:22D STANDA5D DETAI/
:1 0AT&+ PIPE SI=E
INDUST5IA/&200E5&IA/ FI5E +<D5ANT INSTA//ATI2N
: *ATE VA/VE PE5 &IT< 2F %5ENT:22D STANDA5D
DETAI/ :
INSTA// 10;10;10 TEE DIP 0E&+ANI&A/ -2INT :
T+5UST %/2&K PE5 &IT< 2F %5ENT:22D STANDA5D
DETAI/ :1
INSTA// 10 %A&KF/2: P5EVENTI2N DEVI&E PE5 &IT<
2F %5ENT:22D STANDA5D DETAI/ :
&2NNE&T T2 E;ISTIN* 1 :ATE5/INE :ET TAP %< &IT<
2F %5ENT:22D STANDA5D DETAI/ :1
%UI/DIN* D20ESTI& :ATE5 P2& 5EFE5 T2 0EP P/ANS
F25 &2NTINUATI2N 2F :ATE5 /INE INSIDE T+E
%UI/DIN*
&2NNE&T T2 E;ISTIN* 1 STU%
INSTA// 1 S&+EDU/E 0 PV& :ATE5 /INE
INSTA// 10 &
00 PV& &/ASS 00 :ATE5 /INE
INSTA// 1; DIP 0E&+ANI&A/ -2INT TAPPIN* S/EEVE
PE5 &IT< 2F %5ENT:22D STANDA5D DETAI/ :1
INSTA// 1 %A&KF/2: P5EVENTI2N DEVI&E PE5 &IT< 2F
%5ENT:22D STANDA5D DETAI/ :
INSTA// 1 0ETE5 PE5 &IT< 2F %5ENT:22D STANDA5D
DETAI/S : : AND :
INSTA//
0 DE* DIP 0E&+ANI&A/ -2INT : T+5UST
%/2&K PE5 &IT< 2F %5ENT:22D STANDA5D DETAI/
:1 0AT&+ PIPE SI=E
Attachment 10
EV EV
SS:5 0+
STA
0
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1
INV IN
1
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100
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1 /2NE T5EE :A<
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101
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1
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1
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# 100
0 /F
#
0
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111
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10
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1
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1
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11
2FF
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1 /F
# 0
:<E
STA
1011 0/T
INV IN
10
INV 2UT
10
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10
CALIFORNIA SHEETS
DATE
R.C.E. No. 71470
KIRKPATRICK P. MYERS
BRENTWOOD
SHEET
OF
DATE: 6/6/2023
DATE: 6/6/2023
DATE: 6/6/2023
DESIGN: DAM
DRAWN: MGD
CHECKED: KPM
NO. REVISIONS BY APP DATE DESIGNED UNDER THE DIRECTION OF:
PUBLIC WORKS
DEPARTMENT
150 City Park Way, Brentwood, CA 94513
Ph: (925) 516-5420 · FAX: (925) 516-5421
www.brentwoodca.gov
41 N2T F25
&2NST5U&TI2N
DR22-002 0AT&+/INE SEE UTI/IT< P/AN S+EET 2F
&
0AT&+/INE SEE UTI/IT< P/AN S+EET 2F
&
:ATE5 N2TES SE:E5 N2TES
D5< UTI/IT< N2TES
D5AINA*E N2TES
N25T+ A1 & &
&
N25T+ KE< 0AP
1 00
&
UTI/IT< P/AN
S+EET 2F
&
1
P52P2SED ST250 D5AINA*E ST5U&TU5E 5EFE5 T2
ST250 P/ANS F25 DETAI/S
P52P2SED ST250 D5AIN 5EFE5 T2 ST250 P/ANS F25
DETAI/S
P52P2SED UTI/IT< 52UTIN*S A5E APP52;I0ATE AND
A5E S+2:N F25 T5EN&+IN* &2NDUIT AND %A&KFI//
ESTI0ATI2N &225DINATE :IT+ TE/EP+2NE
E/E&T5I&A/ AND *AS SE5VI&E P52VIDE5S F25 E;A&T
&2NNE&TI2N /2&ATI2NS A/I*N0ENTS AND
&2NST5U&TI2N INF250ATI2N D5< UTI/IT< &2NDUIT
AND T5EN&+IN* T2 %E INSTA//ED %< &2ST&2
&2NT5A&T25
P52P2SED E/E&T5I& SE5VI&E 52UTIN* T2
T5ANSF250E5 PAD &2NDUITS 5EFE5 T2 P* E
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INSTA// T5ANSF250E5 PAD 5EFE5 T2 P* E P/ANS
F25 5E4UI5E0ENTST5ANSF250E5 T2 %E P52VIDED
AND INSTA//ED %< P* E
INSTA// SE:E5 0AN+2/E PE5 &IT< 2F %5ENT:22D
STANDA5D DETAI/ SS
INSTA// PV&
SD5
SE:E5 0AIN
INSTA// SAND2I/ SEPA5AT25 S+A// &20P/< :IT+
&IT< 2F %5ENT:22D STANDA5D DETAI/ SS :IT+
SA0P/IN* STATI2N SEE 0EP P/ANS F25 DETAI/S
INSTA// 1 T5EN&+ D5AIN DEPT+ 0IN T5AFFI&
5ATED &2VE5 5I0 AND INVE5T PE5 P/AN
SANITA5< SE:E5 P2INT 2F &2NNE&TI2N
INSTA// :<E &2NNE&TI2N
INSTA// PV&
SD5
SE:E5 0AIN
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:ET UTI/IT< &52SSIN* 5EF P/ANS F25 T2P AND
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INSTA// T:2 :A< SANITA5< SE:E5 &/EAN2UT
INSTA// S&+ 0 PV& :ATE5 /INE
INSTA// DE* DIP 0E&+ANI&A/ -2INT : T+5UST
%/2&K PE5 &IT< 2F %5ENT:22D STANDA5D DETAI/
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: *ATE VA/VE PE5 &IT< 2F %5ENT:22D STANDA5D
DETAI/ :
INSTA// SE5VI&E AND 1 TU5%INE :ATE5 0ETE5
PE5 &IT< 2F %5ENT:22D STANDA5D DETAI/S : :
AND :
INSTA// 10;10;10 TEE DIP 0E&+ANI&A/ -2INT :
T+5UST %/2&K PE5 &IT< 2F %5ENT:22D STANDA5D
DETAI/ :1
INSTA// 10 %A&KF/2: P5EVENTI2N DEVI&E PE5 &IT<
2F %5ENT:22D STANDA5D DETAI/ :
&2NNE&T T2 E;ISTIN* 1 :ATE5/INE : SE5VI&E
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%5ENT:22D STANDA5D DETAI/ :1
&2NNE&T T2 E;ISTIN* 1 STU% :IT+ 1;10
0E&+ANI&A/ -2INT 5EDU&E5 AND 10 *ATE VA/VE
5E02VE E;ISTIN* TE0P2A5< %/2: 2FF
%UI/DIN* D20ESTI& :ATE5 P2& 5EFE5 T2 0EP P/ANS
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SEE %UI/DIN* FI5E P52TE&TI2N
P/ANS
INSTA// 10 &
00 PV& &/ASS 00 :ATE5 /INE
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STANDA5D DETAI/ :
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INSTA//
0 DE* DIP 0E&+ANI&A/ -2INT : T+5UST
%/2&K PE5 &IT< 2F %5ENT:22D STANDA5D DETAI/
:1 0AT&+ PIPE SI=E
Attachment 10
SS:5 0+
STA
1/T
5I0
1
INV IN
1
INV 2UT
1
1 +EID25N 5AN&+ 5D
APN
01 000
=2NIN*
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TV 2VE5+EAD
T5ANS0ISSI2N
T2:E5
11 /F
# 100
1000
02KE/U0NE T5AI/
STA
0
2FF
/T
CALIFORNIA SHEETS
DATE
R.C.E. No. 71470
KIRKPATRICK P. MYERS
BRENTWOOD
SHEET
OF
DATE: 6/6/2023
DATE: 6/6/2023
DATE: 6/6/2023
DESIGN: DAM
DRAWN: MGD
CHECKED: KPM
NO. REVISIONS BY APP DATE DESIGNED UNDER THE DIRECTION OF:
PUBLIC WORKS
DEPARTMENT
150 City Park Way, Brentwood, CA 94513
Ph: (925) 516-5420 · FAX: (925) 516-5421
www.brentwoodca.gov
41 N2T F25
&2NST5U&TI2N
DR22-002 0AT&+/INE SEE UTI/IT< P/AN S+EET 2F
&
0AT&+/INE SEE UTI/IT< P/AN S+EET 2F
&
:ATE5 N2TES
SE:E5 N2TES
D5AINA*E N2TES
D5< UTI/IT< N2TES
N25T+ A1 &
&
N25T+ KE< 0AP
1 00
&
&
UTI/IT< P/AN
S+EET 2F
&
P52P2SED UTI/IT< 52UTIN*S A5E APP52;I0ATE AND
A5E S+2:N F25 T5EN&+IN* &2NDUIT AND %A&KFI//
ESTI0ATI2N &225DINATE :IT+ TE/EP+2NE
E/E&T5I&A/ AND *AS SE5VI&E P52VIDE5S F25 E;A&T
&2NNE&TI2N /2&ATI2NS A/I*N0ENTS AND
&2NST5U&TI2N INF250ATI2N D5< UTI/IT< &2NDUIT
AND T5EN&+IN* T2 %E INSTA//ED %< &2ST&2
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INSTA// SE:E5 0AN+2/E PE5 &IT< 2F %5ENT:22D
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%/2&K PE5 &IT< 2F %5ENT:22D STANDA5D DETAI/
:1 0AT&+ PIPE SI=E
INSTA// 10 &
00 PV& &/ASS 00 :ATE5 /INE
Attachment 10
SS:5 0+
STA
1/T
5I0
1
INV IN
1
INV 2UT
1
100
N2
VE+I&U/A5
A&&ESS
EASE0ENT
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# 100
/F
# 100
1
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# 0
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# 1
STA
1
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STA
01
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10
INV 2UT
10
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STA
11 11/T
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1
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1
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1
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10
INV IN
1
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10
CALIFORNIA SHEETS
DATE
R.C.E. No. 71470
KIRKPATRICK P. MYERS
BRENTWOOD
SHEET
OF
DATE: 6/6/2023
DATE: 6/6/2023
DATE: 6/6/2023
DESIGN: DAM
DRAWN: MGD
CHECKED: KPM
NO. REVISIONS BY APP DATE DESIGNED UNDER THE DIRECTION OF:
PUBLIC WORKS
DEPARTMENT
150 City Park Way, Brentwood, CA 94513
Ph: (925) 516-5420 · FAX: (925) 516-5421
www.brentwoodca.gov
41 N2T F25
&2NST5U&TI2N
DR22-002 0AT&+/INE SEE UTI/IT< P/AN S+EET 2F
&
0AT&+/INE SEE UTI/IT<
P/AN S+EET 2F
&
:ATE5 N2TES
SE:E5 N2TES
D5AINA*E N2TES
D5< UTI/IT< N2TES
N25T+ A1 &
&
KE< 0AP
1 00
&
N25T+ &
UTI/IT< P/AN
S+EET 2F
&
P52P2SED UTI/IT< 52UTIN*S A5E APP52;I0ATE AND
A5E S+2:N F25 T5EN&+IN* &2NDUIT AND %A&KFI//
ESTI0ATI2N &225DINATE :IT+ TE/EP+2NE
E/E&T5I&A/ AND *AS SE5VI&E P52VIDE5S F25 E;A&T
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&2NST5U&TI2N INF250ATI2N D5< UTI/IT< &2NDUIT
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DETAI/S
INSTA// SE:E5 0AN+2/E PE5 &IT< 2F %5ENT:22D
STANDA5D DETAI/ SS
INSTA// PV&
SD5
SE:E5 0AIN
INSTA// SE:E5 &/EAN2UT PE5 &IT< 2F %5ENT:22D
STANDA5D DETAI/ SS1
INSTA// SAND2I/ SEPA5AT25 S+A// &20P/< :IT+
&IT< 2F %5ENT:22D STANDA5D DETAI/ SS :IT+
SA0P/IN* STATI2N SEE 0EP P/ANS F25 DETAI/S
SANITA5< SE:E5 P2INT 2F &2NNE&TI2N
INSTA// :<E &2NNE&TI2N
INSTA// PV&
SD5
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:ET UTI/IT< &52SSIN* 5EF P/ANS F25 T2P AND
%2TT20 E/EVATI2NS
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%/2&K PE5 &IT< 2F %5ENT:22D STANDA5D DETAI/
:1 0AT&+ PIPE SI=E
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: *ATE VA/VE PE5 &IT< 2F %5ENT:22D STANDA5D
DETAI/ :
INSTA// 10 &
00 PV& &/ASS 00 :ATE5 /INE
Attachment 10
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SP_FF_ADDITIVE TANK_US_1011
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P52P2SED D5AIN IN/ET
/E*END
VI&INT< 0AP
NTS
FUE/ FA&I/IT< /I0ITS 2F :25K
CALIFORNIA SHEETS
DATE
R.C.E. No. 71470
KIRKPATRICK P. MYERS
BRENTWOOD
SHEET
OF
DATE: 6/6/2023
DATE: 6/6/2023
DATE: 6/6/2023
DESIGN: DAM
DRAWN: MGD
CHECKED: KPM
NO. REVISIONS BY APP DATE DESIGNED UNDER THE DIRECTION OF:
PUBLIC WORKS
DEPARTMENT
150 City Park Way, Brentwood, CA 94513
Ph: (925) 516-5420 · FAX: (925) 516-5421
www.brentwoodca.gov
41 N2T F25
&2NST5U&TI2N
DR22-002
FUE/ FA&I/IT< SITE
SEE FUE/ FA&I/IT< SET
2VE5A// ST250:ATE5
&2NT52/ P/AN
&0
Attachment 10
/2NE T5EE P/A=A D5 +EID25N 5AN&+ 5D 1000
E;ISTIN* T5AI/ EASE0ENT
STATI2N 10
11 /S0 0
FD E%0UD DISK P
+E/D F25 &ENTE5/INE
02KE/U0NE T5AI/
&2NST5U&IT2N ℄ 1
CALIFORNIA SHEETS
DATE
R.C.E. No. 71470
KIRKPATRICK P. MYERS
BRENTWOOD
SHEET
OF
DATE: 6/6/2023
DATE: 6/6/2023
DATE: 6/6/2023
DESIGN: DAM
DRAWN: MGD
CHECKED: KPM
NO. REVISIONS BY APP DATE DESIGNED UNDER THE DIRECTION OF:
PUBLIC WORKS
DEPARTMENT
150 City Park Way, Brentwood, CA 94513
Ph: (925) 516-5420 · FAX: (925) 516-5421
www.brentwoodca.gov
41 N2T F25 &2NST5U&TI2N
DR22-002 0AT&+/INE SEE ST250 P/AN S+EETS
&&
N25T+
&1 A1 & &
& &
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D0A AND %I25ETENTI2N S<STE0
I0P ID NU0%E5 &2NST5U&T %I25ETENTI2N PE5 DETAI/
2N S+EET &1
Attachment 10
SP_FF_ADDITIVE TANK_US_1011
52//T2P D5U0 SPI// &2NTAIN0ENT &A%INET
N2N0I5525A%/E
SEE P0 N2TE A*
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1 1 INV
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N
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&ENT5E P2INTE ASS2&IATES /P
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P* E UTI/IT<
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0AN+2/E
1 00/T
5I0
1
1 IE
1
N
1 IE
1
S
1 IE
1
:
CALIFORNIA SHEETS
DATE
R.C.E. No. 71470
KIRKPATRICK P. MYERS
BRENTWOOD
SHEET
OF
DATE: 6/6/2023
DATE: 6/6/2023
DATE: 6/6/2023
DESIGN: DAM
DRAWN: MGD
CHECKED: KPM
NO. REVISIONS BY APP DATE DESIGNED UNDER THE DIRECTION OF:
PUBLIC WORKS
DEPARTMENT
150 City Park Way, Brentwood, CA 94513
Ph: (925) 516-5420 · FAX: (925) 516-5421
www.brentwoodca.gov
41 N2T F25
&2NST5U&TI2N
DR22-002 0AT&+/INE SEE ST250 P/AN S+EET 2F
&
0AT&+/INE SEE ST250 P/AN S+EET 2F
&
0AT&+/INE SEE ST250 P/AN S+EET 1 2F
&1
D5AINA*E N2TES
;
N25T+
&1 A1 & &
& &
N25T+ KE< 0AP
1 00
ST250 P/AN
S+EET 2F
&
D0A AND %I25ETENTI2N S<STE0
I0P ID NU0%E5 &2NST5U&T %I25ETENTI2N PE5 DETAI/
2N S+EET &1
INSTA// 1 +DPE ST250 D5AIN PIPE SEE P/AN F25
/EN*T+ AND S/2PE
INSTA// +DPE ST250 D5AIN PIPE SEE P/AN F25
/EN*T+ AND S/2PE
TIE INT2 E;ISTIN* ST250 STU%
INSTA// P5E&AST D5AIN IN/ET PE5 DETAI/ S+EET
& SEE P/AN F25 INV AND 5I0
INSTA// 1 +DPE ST250 D5AIN PIPE SEE P/AN F25
/EN*T+ AND S/2PE
INSTA// T+5EE 0 /F +DPE ST25A*E PIPE
INSTA// 1 +DPE ST250 D5AIN PIPE T+52U*+
5ETAININ* :A//
INSTA// +AND5AI/S A52UND %I25ETENTI2N A5EA
PE5I0ETE5 %< 2T+E5S
/A5*E DIA0ETE5 0AN+2/E PE5 &2NT5A&2STA
&2UNT< DETAI/ &D T<PE III 0AN+2/E %ASE
0AN+2/E IN&/UDES F/2: &2NT52/ 25IFI&E DEVI&E
SEE DETAI/ 2N S+EET &1
%U%%/E UP E0ITTE5 PE5 DETAI/ S+EET & SEE P/AN
F25 INV AND 5I0
FUE/ STATI2N ST250 D5AIN P2INT 2F &2NNE&TI2N
SEE FUE/ FA&I/IT< P/ANS F25 &2NTINUATI2N
INSTA// /A5*E DIA0ETE5 ST250 D5AIN 0AN+2/E PE5
&IT< 2F %5ENT:22D STANDA5D DETAI/ SD
INSTA// S0A// DIA0ETE5 0AN+2/E PE5 &IT< 2F
%5ENT:22D STANDA5D DETAI/ SD1
INSTA// ST250 D5AIN &/EAN2UT PE5 DETAI/ 2N
S+EET &1
Attachment 10
EV EV &A/IF25NIA DE/TA +:<
E;ISTIN* SD &%
*5 101
1 INV
N
10
E;ISTIN* &2NST5 &%
T& 1
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1
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10
1 INV
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10
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INV
E:
10
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S
10
E;ISTIN* SD &%
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1 INV
N
10
E;ISTN* SD STU%
INV
N
11
E;ISTIN* &2NST5 &%
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E:
1001
+P DEVE/2P0ENT 2F 0D IN&
1 /2NE T5EE :A<
APN
01 000
&/EAN2UT
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5I0
1
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10
S
10 IE
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10
N
%U%%/E UP1
1
1
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5I0
11
IE
10
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2VE5F/2: D5AIN1
100
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11
1 IE
1
N
IE
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S:
522F D5AIN1
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11
10 IE
111
N
522F D5AIN1
0/T
5I0
10
10 IE
110
N
1 /F
# 0
/F
#
/F
# 0
/F
# 00
/F
# 1
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# 00 &/EAN2UT
1
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5I0
1
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110
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10 IE
110
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&/EAN2UT1
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10
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10
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10
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10
:
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1
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N
0
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1
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1
:
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1
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1 /F
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01 /T
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11
1 IE
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522F D5AIN1
1
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/
11 1
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# 00 0
/2NE T5EE P/A=A N2 %UI/D A5EA
0AN+2/E1
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5I0
1
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1
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1
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2VE5F/2: D5AIN1
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5I0
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1 IE
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1 /F
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1/T
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N
1 IE
10
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1 IE
10
S
/F
# 00
0AN+2/E1
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5I0
1
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1
N
1 IE
1
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1
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1 /F
# 00
0AN+2/E
/T
5I0
1
1 IE
1
:
1 IE
1
N
/F
# 00
1 /F
# 00
CALIFORNIA SHEETS
DATE
R.C.E. No. 71470
KIRKPATRICK P. MYERS
BRENTWOOD
SHEET
OF
DATE: 6/6/2023
DATE: 6/6/2023
DATE: 6/6/2023
DESIGN: DAM
DRAWN: MGD
CHECKED: KPM
NO. REVISIONS BY APP DATE DESIGNED UNDER THE DIRECTION OF:
PUBLIC WORKS
DEPARTMENT
150 City Park Way, Brentwood, CA 94513
Ph: (925) 516-5420 · FAX: (925) 516-5421
www.brentwoodca.gov
41 N2T F25
&2NST5U&TI2N
DR22-002
0AT&+/INE SEE ST250 P/AN S+EET 2F
&
0AT&+/INE SEE ST250 P/AN S+EET 2F
&
D5AINA*E N2TES
;
N25T+
&1 A1 & &
& &
N25T+ KE< 0AP
1 00
ST250 P/AN
S+EET 2F
&
D0A AND %I25ETENTI2N S<STE0
I0P ID NU0%E5 &2NST5U&T %I25ETENTI2N PE5 DETAI/
2N S+EET &1
INSTA// 1 +DPE ST250 D5AIN PIPE SEE P/AN F25
/EN*T+ AND S/2PE
INSTA// 1 +DPE ST250 D5AIN PIPE SEE P/AN F25
/EN*T+ AND S/2PE
INSTA// P5E&AST D5AIN IN/ET PE5 DETAI/ S+EET
& SEE P/AN F25 INV AND 5I0
INSTA// 10 +DPE ST250 D5AIN PIPE SEE P/AN F25
/EN*T+ AND S/2PE
%U%%/E UP E0ITTE5 PE5 DETAI/ S+EET & SEE P/AN
F25 INV AND 5I0
522F D5AIN P2INT 2F &2NNE&TI2N SEE 0EP P/ANS
F25 &2NTINUATI2N
INSTA// S0A// DIA0ETE5 0AN+2/E PE5 &IT< 2F
%5ENT:22D STANDA5D DETAI/ SD1
INSTA// ST250 D5AIN &/EAN2UT PE5 DETAI/ 2N
S+EET &1
Attachment 10
1 +EID25N 5AN&+ 5D
APN
01 000
=2NIN*
TV
APN
00010
=2NIN*
TV
0AN+2/E
1
1/T
5I0
1
IE
11
N
1 IE
11
S
IE
11
E
1 IE
11
:
2VE5F/2: D5AIN
01 11/T
T*
1
1 IE
101
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2VE5F/2: D5AIN
11 1/T
T*
1
1 IE
11
E
2VE5F/2: D5AIN
1 11/T
T*
1
IE
1
N
/F
# 00
1 /F
# 00
/F
# 00
1 0 /F
# 00
1000
FUTU5E 02KE/U0NE T5AI/
P* E UTI/IT<
EASE0ENT
:IDT+ VA5IA%/E
/F
# 00
/F
# 00
02KE/U0NE T5AI/
&2NST5U&IT2N ℄
0AN+2/E
10/T
5I0
11
IE
10
N
IE
10
S
1 IE
10
:
2VE5+EAD
T5ANS0ISSI2N
T2:E5
CALIFORNIA SHEETS
DATE
R.C.E. No. 71470
KIRKPATRICK P. MYERS
BRENTWOOD
SHEET
OF
DATE: 6/6/2023
DATE: 6/6/2023
DATE: 6/6/2023
DESIGN: DAM
DRAWN: MGD
CHECKED: KPM
NO. REVISIONS BY APP DATE DESIGNED UNDER THE DIRECTION OF:
PUBLIC WORKS
DEPARTMENT
150 City Park Way, Brentwood, CA 94513
Ph: (925) 516-5420 · FAX: (925) 516-5421
www.brentwoodca.gov
41 N2T F25
&2NST5U&TI2N
DR22-002 0AT&+/INE SEE ST250 P/AN S+EET 1 2F
&1
0AT&+/INE SEE ST250 P/AN S+EET 2F
&
0AT&+/INE SEE ST250 P/AN S+EET 2F
&
D5AINA*E N2TES
;
N25T+
&1 A1 & &
& &
N25T+ KE< 0AP
1 00
ST250 P/AN
S+EET 2F
&
D0A AND %I25ETENTI2N S<STE0
I0P ID NU0%E5 &2NST5U&T %I25ETENTI2N PE5 DETAI/
2N S+EET &1
INSTA// 1 +DPE ST250 D5AIN PIPE SEE P/AN F25
/EN*T+ AND S/2PE
INSTA// +DPE ST250 D5AIN PIPE SEE P/AN F25
/EN*T+ AND S/2PE
INSTA// P5E&AST D5AIN IN/ET PE5 DETAI/ S+EET
& SEE P/AN F25 INV AND 5I0
INSTA//
S:A/E :IT+ 5IP5AP
INSTA// S0A// DIA0ETE5 0AN+2/E PE5 &IT< 2F
%5ENT:22D STANDA5D DETAI/ SD1
INSTA// ST250 D5AIN &/EAN2UT PE5 DETAI/ 2N
S+EET &1
Attachment 10
&A/IF25NIA DE/TA +:<
&/EAN2UT1
1 /T
5I0
1
1 IE
1
:
10 IE
1
N
1 IE
1
E
&/EAN2UT1
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5I0
1
1 IE
1
0
:
10 IE
1
0
N
1 IE
1
0
E
&/EAN2UT1
0 1/T
5I0
1
1 IE
11
:
10 IE
11
N
1 IE
11
E
&/EAN2UT10
1
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5I0
1
1 IE
1
1 E
1 IE
1
1 :
10 IE
1
N
522F D5AIN
/T
5I0
1
10 IE
11
S
522F D5AIN
11/T
5I0
11
10 IE
11
S
522F D5AIN1
0 1/T
5I0
1
10 IE
1
S
522F D5AIN
0/T
5I0
11
10 IE
111
S
522F D5AIN10
0
/T
5I0
10
10 IE
110
S
&/EAN2UT1
0 11/T
5I0
1
1 IE
1
:
10 IE
1
N
1 IE
1
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11
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10
0 S
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1
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1 IE
1
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1 IE
1
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%U%%/E UP
1/T
5I0
1
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1
N
522F D5AIN
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1
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11
N
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1/T
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1
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1
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1 /F
# 100
/F
# 100
/F
# 100
/F
# 100
/F
# 100
/F
# 100
0 /F
# 10
0 /F
#
0 /F
#
0 /F
0 /F # #
0 /F
# 100
100
N2
VE+I&U/A5
A&&ESS
EASE0ENT
1000
FUTU5E 02KE/U0NE T5AI/
P* E UTI/IT< EASE0ENT
:IDT+ VA5IA%/E
/F
# 00
/F
# 00
1 /F
# 00
0AN+2/E1
/T
5I0
1
10 IE
100
N
1 IE
100
E
/F
# 100
0AN+2/E1
/T
5I0
1
1 IE
1
0 S
1 IE
100
:
0 /F
# 11
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# 100
STA
0 2FF
0
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%EN&+0A5K USED
&IT< 2F %5ENT:22D
STATI2N ID 1
02KE/U0NE T5AI/
&2NST5U&IT2N ℄
10 E; P52PE5T<
/INE
CALIFORNIA SHEETS
DATE
R.C.E. No. 71470
KIRKPATRICK P. MYERS
BRENTWOOD
SHEET
OF
DATE: 6/6/2023
DATE: 6/6/2023
DATE: 6/6/2023
DESIGN: DAM
DRAWN: MGD
CHECKED: KPM
NO. REVISIONS BY APP DATE DESIGNED UNDER THE DIRECTION OF:
PUBLIC WORKS
DEPARTMENT
150 City Park Way, Brentwood, CA 94513
Ph: (925) 516-5420 · FAX: (925) 516-5421
www.brentwoodca.gov
41 N2T F25
&2NST5U&TI2N
DR22-002
0AT&+/INE SEE ST250 P/AN S+EET 2F
&
0AT&+/INE SEE ST250 P/AN S+EET 2F
&
;
N25T+
&1 A1 & &
& &
N25T+ KE< 0AP
1 00
D5AINA*E N2TES
ST250 P/AN
S+EET 2F
&
D0A AND %I25ETENTI2N S<STE0
I0P ID NU0%E5 &2NST5U&T %I25ETENTI2N PE5 DETAI/
2N S+EET &1
INSTA// 1 +DPE ST250 D5AIN PIPE SEE P/AN F25
/EN*T+ AND S/2PE
INSTA// 1 +DPE ST250 D5AIN PIPE SEE P/AN F25
/EN*T+ AND S/2PE
INSTA// +DPE ST250 D5AIN PIPE SEE P/AN F25
/EN*T+ AND S/2PE
INSTA// 10 +DPE ST250 D5AIN PIPE SEE P/AN F25
/EN*T+ AND S/2PE
INSTA// +AND5AI/S A52UND %I25ETENTI2N A5EA
PE5I0ETE5 %< 2T+E5S
INSTA//
S:A/E :IT+ 5IP5AP
%U%%/E UP E0ITTE5 PE5 DETAI/ S+EET & SEE P/AN
F25 INV AND 5I0
522F D5AIN P2INT 2F &2NNE&TI2N SEE 0EP P/ANS
F25 &2NTINUATI2N
INSTA// S0A// DIA0ETE5 0AN+2/E PE5 &IT< 2F
%5ENT:22D STANDA5D DETAI/ SD1
INSTA// ST250 D5AIN &/EAN2UT PE5 DETAI/ 2N
S+EET &1
Attachment 10
CALIFORNIA SHEETS
DATE
R.C.E. No. 71470
KIRKPATRICK P. MYERS
BRENTWOOD
SHEET
OF
DATE: 6/6/2023
DATE: 6/6/2023
DATE: 6/6/2023
DESIGN: DAM
DRAWN: MGD
CHECKED: KPM
NO. REVISIONS BY APP DATE DESIGNED UNDER THE DIRECTION OF:
PUBLIC WORKS
DEPARTMENT
150 City Park Way, Brentwood, CA 94513
Ph: (925) 516-5420 · FAX: (925) 516-5421
www.brentwoodca.gov
41 N2T F25
&2NST5U&TI2N
DR22-002
&U5% AND *UTTE5 :IT+
&U5% 2PENIN* AT 0
2&
AND /2: P2INTS DEEPENED
F22TIN* PE5 DETAI/ 1 AND
2N S+EET &
0AT&+ E;
1 0A;
0
0IN
VA5IES
VA5IES
VA5IES
A& PAVE0ENT SEE PAVIN* P/AN
F25 T<PE
SECTION A-A
NTS
SECTION B-B
NTS
SECTION F-F
NTS
SECTION E-E
NTS
11 SIDE:A/K
5AI/IN* %< 2T+E5S
VA5IES
VA5IES
SECTION C-C
NTS
VA5IES
VA5IES
VA5IES
SECTION D-D
NTS
T<PI&A/ SE&TI2NS &
SECTION G-G
NTS
E;ISTIN* PAVE0ENT
&U5% AND *UTTE5 :IT+
&U5% 2PENIN* AT 0
2&
AND /2: P2INTS DEEPENED
F22TIN* PE5 DETAI/ 1 AND
2N S+EET &
&U5% AND *UTTE5 :IT+
&U5% 2PENIN* AT 0
2&
AND /2: P2INTS DEEPENED
F22TIN* PE5 DETAI/ 1 AND
2N S+EET &
5ETAININ* :A//
0A;
&U5% AND *UTTE5 :IT+
&U5% 2PENIN* AT 0
2&
AND /2: P2INTS DEEPENED
F22TIN* PE5 DETAI/ 1 AND
2N S+EET &
/I*+T DUT< PAVE0ENT PE5
DETAI/ 2N S+EET &
%I25ETENTI2N PE5
DETAI/ S+EET &1
%I25ETENTI2N PE5
DETAI/ S+EET &1
%I25ETENTI2N PE5
DETAI/ S+EET &1
1 0A;
SECTION H-H
NTS
%:
T2P
F/
&2N&5ETE SIDE:A/K
5ETAININ* :A//
0A;
%:
11 SIDE:A/K
VA5IES
E;ISTIN* PAVE0ENT
E;ISTIN* &U5%
E;ISTIN* &U5%
VA5IES
VA5IES
&U5% AND *UTTE5 :IT+
&U5% 2PENIN* AT 0
2&
AND /2: P2INTS DEEPENED
F22TIN* PE5 DETAI/ 1 AND
2N S+EET &
%I25ETENTI2N PE5
DETAI/ S+EET &1
VA5IES
&U5% AND *UTTE5 :IT+
&U5% 2PENIN* AT 0
2&
AND /2: P2INTS DEEPENED
F22TIN* PE5 DETAI/ 1 AND
2N S+EET &
%I25ETENTI2N PE5
DETAI/ S+EET &1
VA5IES
&U5% AND *UTTE5 :IT+
&U5% 2PENIN* AT 0
2&
AND /2: P2INTS DEEPENED
F22TIN* PE5 DETAI/ 1 AND
2N S+EET &
&U5% AND *UTTE5 :IT+
&U5% 2PENIN* AT 0
2&
AND /2: P2INTS DEEPENED
F22TIN* PE5 DETAI/ 1 AND
2N S+EET &
%I25ETENTI2N PE5
DETAI/ S+EET &1
&U5% AND *UTTE5 :IT+
&U5% 2PENIN* AT 0
2&
AND /2: P2INTS DEEPENED
F22TIN* PE5 DETAI/ 1 AND
2N S+EET &
VA5IES
VA5IES
0A;
F/
P/
1 0
0A;
%I25ETENTI2N PE5
DETAI/ S+EET &1
VA5IES
0A;F/
E; ST5EET
A& PAVE0ENT SEE PAVIN* P/AN
F25 T<PE
A& PAVE0ENT
SEE PAVIN*
P/AN F25 T<PE
A& PAVE0ENT SEE
PAVIN* P/AN F25 T<PE
A& PAVE0ENT SEE
PAVIN* P/AN F25
T<PE
A& PAVE0ENT SEE
PAVIN* P/AN F25
T<PE
A& PAVE0ENT SEE
PAVIN* P/AN F25
T<PE
1
11 %I25ETENTI2N PE5
DETAI/ S+EET &1
VA5IES
&U5% AND *UTTE5 :IT+
&U5% 2PENIN* AT 0
2&
AND /2: P2INTS DEEPENED
F22TIN* PE5 DETAI/ 1 AND
2N S+EET &
A& PAVE0ENT SEE
PAVIN* P/AN F25 T<PE 1
A& PAVE0ENT
SEE PAVIN*
P/AN F25 T<PE
VA5IES
10 %I25ETENTI2N PE5
DETAI/ S+EET &1
&U5% AND *UTTE5 :IT+
&U5% 2PENIN* AT 0
2&
AND /2: P2INTS DEEPENED
F22TIN* PE5 DETAI/ 1 AND
2N S+EET &
VA5IES
A& PAVE0ENT SEE
PAVIN* P/AN F25
T<PE
SECTION I-I
NTS
1 0A;
E; /ANDS&APE
VA5IES E; /ANDS&APE
VE5TI&A/ &U5% PE5
&2ST&2 STD DETAI/
0 _0 2N S+EET &0
1 0A;
SECTION J-J
NTS
A& PAVE0ENT SEE
PAVIN* P/AN F25
T<PE
10 VA5IES
P/
VE5TI&A/ &U5% PE5
&2ST&2 STD DETAI/
0 _0 2N S+EET &0
VE5TI&A/ &U5% PE5
&2ST&2 STD DETAI/
0 _0 2N S+EET &0
T<PE A &U5% *UTTE5 PE5 &IT< 2F
%5ENT:22D STANDA5D DETAI/
ST :IT+ DEEPENED F22TIN* PE5
DETAI/ 2N &
N2 2PENIN*S
5AI/IN* %< 2T+E5S
VA5IES
&2NT5A&T25 S+A// FI// AND25
*5ADE A5EA %ET:EEN NE:
*UTTE5 AND E;ISTIN* ST5EET
SU5FA&E PE5 &IT< 2F %5ENT:22D
STANDA5D DETAI/ ST
DEEPENED F22TIN* PE5
DETAI/ 2N S+EET &
DEEPENED F22TIN* PE5
DETAI/ 2N S+EET &
Attachment 10
SP_FF_ADDITIVE TANK_US_1011
52//T2P D5U0 SPI// &2NTAIN0ENT &A%INET
N2N0I5525A%/E
SEE P0 N2TE A* EV EV
DS /2NE T5EE P/A=A
1 /2NE T5EE :A<
PA5&E/
0
APN
01 000
=2NIN*
TV
+D DEVE/2P0ENT 2F 0D IN&
1 /2NE T5EE :A<
PA5&E/
0 1
APN
01 000
=2NIN*
TV
PA5&E/ D
A5EA
A&
=2NIN*
TV
K2+/S DEPA5T0ENT ST25ES IN&
11 /2NE T5EE :A<
PA5&E/
0
APN
01 000
=2NIN*
TV
EAST %A< 0UNI&IPA/
UTI/ITIES DIST5I&T
APN
00010
=2NIN*
TV
1 +EID52N 5AN&+ 5D
PA5&E/
0 1
APN
01 000
=2NIN*
TV
0 +EID25N 5AN&+ 5D
APN
01 000
=2NIN*
TV
PA5&E/ A
&2ST&2 :+2/ESA/E
=2NIN*
5E*I2NA/ &200E5&IA/
5&
A5EA
1
A&
%UI/DIN* A5EA
1000 SF
PA5&E/ &
A5EA
1 A&
=2NIN*
TV
PA5&E/ %
FUE/ STATI2N
A5EA
1 A&
=2NIN*
5&
P* E
11 DEEDS
E;
N2 %UI/D A5EA
0
N2 %UI/D =2NE
E; 10
N2 VE+I&U/A5
A&&ESS
/ANDS&APE
SET%A&K
E;
N2 %UI/D A5EA
/2NE T5EE P/A=A D5
+EID25N 5AN&+ 5D
PU%/I&
&ANADA VA//E< 5D
-2+N 0A5S+ +E5ITA*E +:<
+:<
P5IVATE D5IVE
STATE 2F &A/IF25NIA
00011 25
1
00
1 / 0
/
111
/ 11
110
/
1
/
000
1
11
0
1
00
/ 01
1
/ 0
0
/
1
/
00
/ 0
01
/ 1
/
/
01
0
%5ENT:22D &A
N2T F25
&2NST5U&TI2N
0 0010
S+EET NU0%E5
&2ST&2 :+2/ESA/E
&IT< 2F %5ENT:22D &A ASULO 1 0
ASULO 1 0
N25T+
*ENE5A/ N2TES
1 P52PE5T< 2:NE5
5U&KSTA+/ //&
P2 %2;
SAN -2SE &A
10
APP/I&ANTDEVE/2PE5
A5&ADIA DEVE/2P0ENT &2
&2NTA&T
0I&+AE/ F/ET&+E5
P2 %2;
SAN -2SE &A
10
EN*INEE5
KI0/E<+25N IN&
&2NTA&T
&ASSIE KUSS2:
1000 ND AVE STE
00 SEATT/E :A
10
/ANDS&APE A5&+ITE&T
DAVID %A%&2&K ASS2&IATES
1 0T DIA%/2 %/VD STE
/AFA<ETTE &A
A5&+ITE&T
0*
1101 ND AVE STE 100
SEATT/E :A
101
S2I/S EN*INEE5
K/EINFE/DE5 IN&
&2NTA&T
DAN D2&KEND25F
0 :EST & ST5EET STE 100
SAN DIE*2 &A
101
/AND A5EA SU00A5<
PA5&E/ A 1
A&
PA5&E/ % 1 A&
PA5&E/ & 1 A&
PA5&E/ D A&
T2TA/ A5EA 0 A&
T2TA/ N2 2F E; /2TS
SU%DIVISI2N N2 0S 1
T2TA/ N2 2F P52P /2TS
USE
E;ISTIN* VA&ANT
P52P2SED &200E5&IA/
10 =2NIN*
E;ISTIN* 5E*I2NA/ &200E5&IA/
P52P2SED 5E*I2NA/ &200E5&IA/
11 *ENE5A/ P/AN
E;ISTIN* 5E*I2NA/ &200E5&IA/
P52P2SED 5E*I2NA/ &200E5&IA/
1 UTI/ITIES
P+2NE
&IT< 2F %5ENT:22D
SE:E5
&IT< 2F %5ENT:22D
ST250 D5AIN
&IT< 2F %5ENT:22D
*AS E/E&T5I&
PA&IFI& *AS E/E&T5I&
TE/EP+2NE
AT T
&A%/E TV
&20&AST
1 APN
01 000 01
000
1 SEE *5ADIN* UTI/IT< AND ST250:ATE5 &2NT52/ P/ANS 1 P52PE5T< DES&5IPTI2N
5EA/ P52PE5T< IN T+E &IT< 2F %5ENT:22D &2UNT< 2F &2NT5A &2STA STATE 2F &A/IF25NIA DES&5I%ED AS F2//2:S
PA5&E/ 1
PA5&E/ SEVEN AS S+2:N AND DESI*NATED 2N T+E 2FFI&IA/ 0AP 2F SU%DIVISI2N 1 5E&25DED 0A< 00 IN %22K 2F 0APS AT PA*E 1 IN T+E 2FFI&E 2F T+E &2UNT< 5E&25DE5 2F &2NT5A &2STA &2UNT< E;&EPTIN* T+E5EF520 T+E /ANDS &2NTAINED IN T+AT &E5TAIN FINA/ 25DE5 2F &2NDE0NATI2N 5E&25DED -U/< 00 AS D2&U0ENT N2 00011 2FFI&IA/ 5E&25DS &2NT5A &2STA &2UNT< PA5&E/ EI*+T AS S+2:N AND DESI*NATED 2N T+E 2FFI&IA/ 0AP 2F SU%DIVISI2N 1 5E&25DED 0A< 00 IN %22K 2F 0APS AT PA*E 1 IN T+E 2FFI&E 2F T+E &2UNT< 5E&25DE5 2F &2NT5A &2STA &2UNT< E;&EPTIN* T+E5EF520 T+E /ANDS &2NTAINED IN T+AT &E5TAIN FINA/ 25DE5 2F &2NDE0NATI2N 5E&25DED -U/< 00 AS D2&U0ENT N2 00011 2FFI&IA/ 5E&25DS &2NT5A &2STA &2UNT< PA5&E/
A&&ESS EASE0ENTS AS SET F25T+ IN D2&U0ENT ENTIT/ED *5ANT DEED 5ESE5VATI2N 2F IN*5ESS AND E*5ESS DE&/A5ATI2N 2F &2VENANTS 5EST5I&TI2NS AND 5ESE5VATI2NS 5E&25DED N2VE0%E5 1 001 AS INST5U0ENT N2 001
2FI&IA/ 5E&25DS 2F &2NT5A &2STA &2UNT<
PA5&E/
A&&ESS EASE0ENTS AS SET F25T+ IN D2&U0ENT ENTIT/ED DE&/A5ATI2N 2F 5EST5I&IT2NS AND *5ANT 2F 5E&IP52&A/ EASE0ENTS F25 /2NE T5EE P/A=A 5E&25DED -UNE 1 00 AS INST5U0ENT N2 00000 2FFI&IA/ 5E&25DS 2F &2NT5A &2STA &2UNT< APN
01 000 01
000
VI&INIT< 0AP
NTS
TENTATIVE PA5&E/
0AP
TENTATIVE PA5&E/ 0AP 0S 1 0AP 10
/E*END
SU%DIVISI2N %2UNDA5<
P52P2SED /2T /INE
E;ISTIN* /2T /INE
EASE0ENT
5E/IN4UIS+ED
A%UTTE5S 5I*+TS
Attachment 10
EV
CLEAN AIR/ VANPOOL/EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV
EV EV EV EV EV EV EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV
EV EV EV EV EV EV EV EV EV EV EV EV EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV EV EV EV EV EV EV EV EV EV EV EV
CLEAN AIR/ VANPOOL/EV
1 10
10 A A
G G
AA SPBFFBADDITIVE TANKBUSB1011 ROLL-TOP DRUM SPILL CONTAINMENT CABINET NON-MIRRORABLE: SEE PM NOTE AG-4
LONE TREE PLAZA DR
HEIDORN RANCH RD
CANADA VALLEY RD
JOHN MARSH HERITAGE HWY (HWY 4)
(PRIVATE DRIVE) BRENTWOOD, CA
©
NOT FOR
CONSTRUCTION 090013027 SHEET NUMBER COSTCO WHOLESALE CITY OF BRENTWOOD, CA January 30, 2023 January 30, 2023 NORTH TRUCK ACCESS PROJECT DATA SITE DATA: COSTCO WAREHOUSE PARCEL 17.79 ACRES (774,788 SF) FUEL STATION PARCEL 1.66 ACRES (72,501 SF) OUTPARCEL A 1.38 ACRES (60,100 SF) OUTPARCEL B 2.23 ACRES (97,200 SF) TOTAL SITE AREA 23.06 ACRES (1,004,589SF) JURISDICTION: CITY OF BRENTWOOD ZONING: TV (TRANSIT VILLAGE) CLIENT: COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 PROJECT ADDRESS: LONE TREE PLAZA DRIVE BUILDING DATA: TOTAL BUILDING FOOTPRINT AREA: 152,000 SF LEGEND: ACCESS LANE EX1.0 Attachment 10 Page 217 of 562
EV
CLEAN AIR/ VANPOOL/EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV
EV EV EV EV EV EV EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV
EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV
CLEAN AIR/ VANPOOL/EV
CLEAN AIR/ VANPOOL/EV EV EV EV
EV EV EV EV EV EV EV EV
CLEAN AIR/ VANPOOL/EV
1 10
10 A A
G G
AA SPBFFBADDITIVE TANKBUSB1011 ROLL-TOP DRUM SPILL CONTAINMENT CABINET NON-MIRRORABLE: SEE PM NOTE AG-4
LONE TREE PLAZA DR
HEIDORN RANCH RD
CANADA VALLEY RD
JOHN MARSH HERITAGE HWY (HWY 4)
(PRIVATE DRIVE) BRENTWOOD, CA
©
NOT FOR
CONSTRUCTION 090013027 SHEET NUMBER COSTCO WHOLESALE CITY OF BRENTWOOD, CA January 30, 2023 January 30, 2023 NORTH TRUCK ACCESS PROJECT DATA SITE DATA: COSTCO WAREHOUSE PARCEL 17.79 ACRES (774,788 SF) FUEL STATION PARCEL 1.66 ACRES (72,501 SF) OUTPARCEL A 1.38 ACRES (60,100 SF) OUTPARCEL B 2.23 ACRES (97,200 SF) TOTAL SITE AREA 23.06 ACRES (1,004,589SF) JURISDICTION: CITY OF BRENTWOOD ZONING: TV (TRANSIT VILLAGE) CLIENT: COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 PROJECT ADDRESS: LONE TREE PLAZA DRIVE BUILDING DATA: TOTAL BUILDING FOOTPRINT AREA: 152,000 SF LEGEND: ACCESS LANE EX2.0 Attachment 10 Page 218 of 562
EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EVEV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV SPBFFBADDITIVE TANKBUSB1011
ROLL-TOP DRUM SPILL CONTAINMENT CABINET
NON-MIRRORABLE: SEE PM NOTE AG-4
LONE TREE PLAZA DR (PRIVATE)
10.8'
4.0'
11.7'
4.0'
11.7'
4.0'
11.7'
4.0'
10.8'
PROPOSED CONTROLLER ENCLOSURE
SEE ARCHITECTURAL PLANS FOR DETAILS
126.0' 102.5'
9.2' 9.2' 9.2' 9.2' 9.2' 9.2' 9.2' 9.2'
CALIFORNIA SHEETS
DATE
BRENTWOOD
SHEET
OF
NO. REVISIONS BY APP DATE DESIGNED UNDER THE DIRECTION OF:
PUBLIC WORKS
DEPARTMENT
150 City Park Way, Brentwood, CA 94513
Ph: (925) 516-5420 · FAX: (925) 516-5421
www.brentwoodca.gov
8 © NOT FOR
CONSTRUCTION
R.C.E. No. 71470
KIRKPATRICK P. MYERS
DATE: 5/18/2023
DATE: 5/18/2023
DATE: 5/18/2023
DESIGN: DAM
DRAWN: MGD
CHECKED: KPM
DR22-002
NORTH
COSTCO BRENTWOOD - FUEL FACILITY EXHIBIT
3 A1
NORTH KEY MAP
1"=500'
Attachment 10
A1 A9
EV
CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV
EV EV EV EV EV EV EV EV
EV EV EV EV EV EV EV EV EV
EV EV EV EV EV EV EV EV EV
EV EV EV EV EV EV EV EV EV EV EV
EV EV EV EV EV EV
EV EV EV
EV EV EV EV
EV EV EV
EV EV EV EV
EV
EV EV EV
EV EV EV EV
EV
EV EV
EV EV EV
EV EV
EV EV EV EV EV
EV
EV
EV
EV EV EV
A1 A9 HWY 4
A
D
B
C
A
E
F
+35'-6" AFF
588'-0"±
HVAC UNIT
135.30 FIN FLR 138
PROPERTY
LINE 5'-6"
135.30 FIN FLR 135.30 FIN FLR
REFRIG.
CONDENSERS
+32'-0" AFF
136
HVAC UNIT
PROPERTY
LINE 5'-6" 135.30 FIN FLR
326'-7"±
136
HVAC UNIT
PROPERTY
LINE 5'-6" 135.30 FIN FLR
+32'-0" AFF
370'-0"±
135.30 FIN FLR
65'-5"±
PROPERTY
LINE
132.50 5'-6"
+33'-0" AFF
REFRIG.
CONDENSORS
HVAC
BEYOND
PROPERTY LINE 5'-6"134.74
36'-5"± 5'-6"134.74
48'-10"±
+33'-0" AFF
+30'-0" AFF
HVAC UNIT
HVAC UNIT
PROPERTY LINE
143 5'-6"
615'-0"±
© MG2, Inc. All rights reserved. No part of this document may b in any form or by any means without permission in writing from M
COSTCO WHOLESALE PRELIMINARY SITE SECTIONS
B R E N T W O O D , C A M A R C H 1 7 , 2 0 2 3
MARCH 17, 2023
PRELIMINARY
SITE SECTIONS
DD13-03
BRENTWOOD, C
HVAC UNIT
HVAC UNIT
A
135.30 FIN FLR 135.30 FIN FLR
REFRIG.
CONDENSERS
+32'-0" AFF
136
HVAC UNIT
5'-6" 135.30 FIN FLR
326'-7"±
136
HVAC UNIT
5'-6" 135.30 FIN FLR
+32'-0" AFF
370'-0"±
135.30 FIN FLR
65'-5"±
PROPERTY
LINE
132.50 5'-6"
+33'-0" AFF
REFRIG.
CONDENSORS
HVAC
BEYOND
PROPERTY LINE 5'-6"134.74
36'-5"± 5'-6"134.74
48'-10"±
+33'-0" AFF
+30'-0" AFF
HVAC UNIT
HVAC UNIT
PROPERTY LINE
COSTCO WHOLESALE PRELIMINA
B R E N T W O O D , C A
HVAC UNIT
© MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2.
COSTCO WHOLESALE PAGE TITLE
B R E N T W O O D , C A J A N U A R Y 1 4 , 2 0 2 2
21-5948-01
JANUARY 14, 2022
PAGE TITLE
0 10' 20' 40'
1" = 20'-0"
BRENTWOOD, CA
DESIGN SECTIONS
A P R I L 1 2 , 2 0 2 3
MARCH 23, 2023
A-011
A1 A9
EV
CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV
EV EV EV EV EV EV EV EV
EV EV EV EV EV EV EV EV EV
EV EV EV EV EV EV EV EV EV
EV EV EV EV EV EV EV EV EV EV EV
EV EV EV EV EV EV
EV EV EV
EV EV EV EV
EV EV EV
EV EV EV EV
EV
EV EV EV
EV EV EV EV
EV
EV EV
EV EV EV
EV EV
EV EV EV EV EV
EV
EV
EV
EV EV EV
A1 A9 HWY 4
A
D
B
C
A
E
F
135.30 FIN FLR 135.30 FIN FLR
REFRIG.
CONDENSERS
136
5'-6" 135.30 FIN FLR
326'-7"±
136
HVAC UNIT
PROPERTY
LINE 5'-6" 135.30 FIN FLR
+32'-0" AFF
370'-0"±
135.30 FIN FLR
65'-5"±
PROPERTY
LINE
132.50 5'-6"
+33'-0" AFF
REFRIG.
CONDENSORS
HVAC
BEYOND
PROPERTY LINE 5'-6"134.74
36'-5"± 5'-6"134.74
48'-10"±
+33'-0" AFF
+30'-0" AFF
HVAC UNIT
HVAC UNIT
PROPERTY LINE
© MG2, Inc. Al
in any form or b
COSTCO WHOLESALE PRELIMINARY SITE SECTIONS
B R E N T W O O D , C A M A R C H 1 7 , 2 0 2 3
MA
PRE
SIT
D
BR
HVAC UNIT
4’-0”
4’-0”
29’-8”
4’-0”
2 SECTION B
SCALE: 1” = 20’-0”
2 SECTION A
SCALE: 1” = 20’-0”
3 SECTION C
SCALE: 1” = 20’-0”
4 SECTION D
SCALE: 1” = 20’-0” 5
SECTION E
SCALE: 1” = 20’-0” 6
SECTION F
SCALE: 1” = 20’-0”
7 NORTH ELEVATION SCREEN SECTION
SCALE: 1/8” = 1’-0” 8
ENTRY CANOPY SECTION
SCALE: 1/8” = 1’-0” 9
TIRE CENTER SECTION
SCALE: 1/8” = 1’-0”
METAL SCREEN
W/ TRELLIS
“MEDIUM BRONZE”
METAL TRELLIS
“MEDIUM BRONZE”
METAL TRELLIS
“MEDIUM BRONZE”
Attachment 10
DRAFT SIGNAGE PROGRAM
COSTCO BRENTWOOD
1 COSTCO BRENTWOOD MASTER SIGNAGE PROGRAM
Consistent application of sign criteria will be utilized throughout the Costco Brentwood site. The guidelines below establish a hierarchy of criteria to regulate and control the size, location, type, and quality of signage. The intent of these guidelines is to create a consistent identity and branding that provides uniform signage, wayfinding, and vehicle circulation with clear points of entry to the warehouse and fuel facility.
General Guidelines
• Signage shall be of professional quality, utilizing high quality and durable materials and finishes. • All signs shall be maintained in good condition, including the display surface. Signage shall be legible and kept clean and free of graffiti and/or other disfigurement. • All signage shall be designed free of bracing, angle-iron, guy wire, cables and/or similar devices. • Color palettes shall match the material and colors shown for the various signage types to achieve project consistency.
• The height and width of all signs shall be measured from the highest and widest point of the sign and the area of signs shall be calculated from the height and width of the sign surface. • Corporate logos and font styles with multiple colors are allowed for all signage.
Costco Brentwood Signage Program
The guidelines below shall regulate the location, design and maintenance of wall and fuel facility signage. The hierarchy of signs are as follows:
Costco Warehouse Wall Signs
The signage package for the warehouse will consist of wall signage placed typically at the corners of the building and at the main entry to the warehouse; see Figure 1. • A wall sign shall not project above any roof line or parapet. • The sign area of a single wall sign shall not exceed ten percent of the face of the building on which it is located.
• One 195.5 S.F. Costco sign will be located at the entry to the warehouse, see Figure 2. • Four 280 S.F. Costco signs will be located on each of the four building elevations, see Figure3. • One 30.33 S.F. Tire Center sign will be located on the south elevation, see Figure 4.
June 8, 2023
Attachment 11
MAY 20, 2022
2 DRAFT COSTCO BRENTWOOD SIGNAGE PROGRAM
V
A1
A9
A1
A
B
C B
B
B
A
B
C
Costco Wall Sign - 195.5 S.F.
Costco Wall Sign - 280 S.F.
Costco Tire Center Sign - 30.33 S.F.
N
Figure 1, Warehouse Sign Locations
Building Face Building Face
Area
Allowed Signage Area
(10% of Building Face)
Total Proposed Signage Area
North Building Face 7,510 S.F. 751 S.F. 280 S.F. - One (B) Sign East Building Face 14,745 S.F. 1,474.5 S.F. 280 S.F. - One (B) Sign South Building Face 10,650 S.F. 1,065 S.F. 210.33 S.F. - One 280 S.F. (B) Sign + One 30.33 S.F. (C) Sign
West Building Face 12,660 S.F. 1,266 S.F. 475.5 S.F. - One 195.5 S.F. (A) Sign + One 280 S.F. (B) Sign
Table 1, Warehouse Sign Areas
Attachment 11
MAY 20, 2022
3 DRAFT COSTCO BRENTWOOD SIGNAGE PROGRAM
Figure 2, Costco Wall Sign (A) - 195.5 S.F.
Figure 3, Costco Wall Sign (B) - 280 S.F.
Figure 4, Costco Tire Center Sign (C) - 30.33 S.F.
SIGN TABLE
O WHOLESALE 8’-9” x 32’-0” 280 SF 1,12
E CENTER 1’-9” x 17-4” 31 SF 3
TOTAL SIGN AREA: 1,3
O WHOLESALE 7’-4” x 26’-8” 194 SF 19
SIGN SIZE AREA (EACH) TO
B
32’-0”
8’-9” 1’-9
METAL ACCENT BAND - “RED”
C
17’-4”
1’-9”
CO WHOLESALE
C A
SIGN
QUANTITY
B 4 COSTCO WHOLESALE
C 1 TIRE CENTER
A 1 COSTCO WHOLESALE
IDENTITY SIGN
GN PACKAGE
A
7’-4”
26’-8”
8’-9”
ORTH ELEVATION
ALE: 1/16” = 1’-0”
META
Attachment 11
MAY 20, 2022
4 DRAFT COSTCO BRENTWOOD SIGNAGE PROGRAM
Costco Fuel Facility Canopy Signage
• Fuel facility signage will consist of four canopy signs at 20.5 S.F. each located on all four canopy elevations, see Figure 5.
Building Face Building Face
Area
Allowed Signage Area
(10% of Building Face)
Total Proposed Signage Area
North Building Face 378 S.F. 37.8 S.F. 20.5 S.F.
East Building Face 277.5 S.F. 27.75 S.F. 20.5 S.F.
South Building Face 378 S.F. 37.8 S.F. 20.5 S.F.
West Building Face 277.5 S.F. 27.75 S.F. 20.5 S.F.
Table 2, Fuel Facility Sign Areas
Building Address Signs
• Address signage shall be required by the Building Department, Fire and Sheriff Department.
Building wall signs shall not be included in the signage square footage.
Attachment 11
MAY 20, 2022
5 DRAFT COSTCO BRENTWOOD SIGNAGE PROGRAM
B
5 CANOPY SIGNS
SCALE: 1/4” = 1’-0”
8’-6”
2’-5”
SIGN TABLE
QUANTITY
TOTAL SIGN AREA:
4 COSTCO WHOLESALE 2’-5” x 8’-6” 21 SF
SIGN SIZE AREA (EACH)
Figure 6, Costco Fuel Facility Canopy Sign (D) - 20.5 S.F.
V
A1
A9
A1
D Costco Fuel Facility Canopy Sign - 20.5 S.F.
D
D
D
D
Figure 5, Costco Fuel Facility Sign Locations
N
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