a. 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.
19. Prior to issuance of an encroachment permit or approval of Improvement Plans:
a. Construction Plans shall include the removal and restriping of all existing parking stalls along the project frontage to the satisfaction of the City Engineer.
b. Utility Plan shall be updated to reflect storm drainage treatment in compliance with Cleanwater Program Requirements and no connection to the sanitary sewer system to the satisfaction of the City Engineer. c. Construction Plans shall note that construction of all gravity utilities (i.e. storm drain, sewer) to always commence at the downstream connection and proceed to the upstream terminus.
d. Construction Plans shall demonstrate that all gravity utilities (i.e. storm drain, sewer) are designed to positively and completely drain by gravity without relying on any electro-mechanical means (i.e. pumps, lift stations and siphons) to the satisfaction of the City Engineer. 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.
g. 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.
h. 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.
i. 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.
j. 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. k. Construction Plans shall incorporate driveways that provide adequate sight distance pursuant to City and Caltrans design requirements. All landscape areas are required to have restrictions to comply with sight distance requirements.
20. Prior to issuance of any Building Permits:
a. 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.
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 provide documents signed by a licensed engineer on building pad elevation, compaction, and appropriate remediation from unsuitable soils as applicable.
1 PLANNING COMMISSION MINUTES
Date:
Location:
March 18, 2025, 7:00 p.m.
City Council Chambers
150 City Park Way
Brentwood, CA 94513
A. CALL TO ORDER & ROLL CALL
Chairperson Roberts called the meeting to order at 7:00 PM and found the following members present: Brand, Flohr, Johnson, Jones and Roberts (remote).
B. PLEDGE OF ALLEGIANCE
Chairperson Roberts led the pledge of allegiance.
C. ANNOUNCEMENT OF AND SWEARING IN FOR THE RE-APPOINTMENT
OF KRISTOPHER BRAND AND ROD FLOHR AND THE APPOINTMENT OF
JEREMY JONES TO THE PLANNING COMMISSION FOR TWO-YEAR
TERMS, EXPIRING DECEMBER 31, 2026
Mayor Meyer swore in Commissioners Brand, Flohr, and Jones.
Chairperson Roberts requested the Commission move items D and E to the end of the agenda adjacent to item J.
The Commission agreed and proceeded to Item F - Public Comments.
D. ELECTION OF CHAIRPERSON AND VICE CHAIRPERSON FOR 2025 FOR
THE PLANNING COMMISSION
Motion to elect Commissioner Flohr to serve as Chairperson Moved by: Kristopher Brand, Commissioner
Seconded by: Anita Roberts, Chairperson
Ayes (4): Kristopher Brand, Commissioner, Rod Flohr, Commissioner, Anita Roberts, Chairperson, and Jeremy Jones, Commissioner
Noes (1): Gerald Johnson, Commissioner
Motion Approved (4 to 1)
Motion to elect Commissioner Brand to serve as Vice Chairperson Moved by: Rod Flohr, Commissioner
Seconded by: Kristopher Brand, Commissioner
2 Ayes (5): Kristopher Brand, Commissioner, Rod Flohr, Commissioner, Anita Roberts, Chairperson, Jeremy Jones, Commissioner, and Gerald Johnson, Commissioner
Motion Approved (5 to 0)
E. ELECTION OF MEMBERS TO SERVE ON THE DESIGN REVIEW
SUBCOMMITTEE, TRANSPLAN COMMITTEE AND BRENTWOOD
MUNICIPAL CODE REVIEW COMMITTEE
Motion to elect Commissioner Johnson and Commissioner Jones to serve on the Design Review Subcommittee.
Moved by: Gerald Johnson, Commissioner
Seconded by: Rod Flohr, Commissioner
Ayes (5): Kristopher Brand, Commissioner, Rod Flohr, Commissioner, Anita Roberts, Chairperson, Jeremy Jones, Commissioner, and Gerald Johnson, Commissioner
Motion Approved (5 to 0)
Motion to elect Commissioner Brand to serve on the TRANSPLAN Committee.
Moved by: Kristopher Brand, Commissioner
Seconded by: Rod Flohr, Commissioner
Ayes (5): Kristopher Brand, Commissioner, Rod Flohr, Commissioner, Anita Roberts, Chairperson, Jeremy Jones, Commissioner, and Gerald Johnson, Commissioner
Motion Approved (5 to 0)
Motion to elect Commissioner Brand to serve on the Brentwood Municipal Code Review Committee.
Moved by: Kristopher Brand, Commissioner
Seconded by: Rod Flohr, Commissioner
Ayes (5): Kristopher Brand, Commissioner, Rod Flohr, Commissioner, Anita Roberts, Chairperson, Jeremy Jones, Commissioner, and Gerald Johnson, Commissioner
Motion Approved (5 to 0)
3 F. PUBLIC COMMENTS
Danny Dohrmann spoke.
The Commission received 0 public comments that were sent via email or otherwise for the Commission’s consideration. Copies of these comments would be made available on the City’s website on the ‘Meeting Information’ page, if there were any.
G. CONSENT CALENDAR
G.1 Regular Planning Commission Minutes - January 21, 2025 Moved by: Kristopher Brand, Commissioner
Seconded by: Rod Flohr, Commissioner
Ayes (4): Kristopher Brand, Commissioner, Rod Flohr, Commissioner, Anita Roberts, Chairperson, and Gerald Johnson, Commissioner Abstained (1): Jeremy Jones, Commissioner
Motion Approved (4 to 0)
H. PUBLIC HEARINGS
H.1 A time extension for a previously approved amendment to Conditional Use Permit No. 00-04 (CUP 00-04-A1) for the Deer Ridge clubhouse Chairperson Roberts recused from this item because her remote location was not received before the public hearing notice was issued.
Planning Manager, Erik Nolthenius, presented the staff report for this item.
Commissioners asked questions of staff.
The public hearing was opened.
The Commission received 1 public comment regarding this item that were sent via email or otherwise for the Commission’s consideration after the packet was published.
There were no questions of the applicant.
The public hearing was closed.
The Commissioners discussed the project.
Close public hearing
Moved by: Rod Flohr, Commissioner
Seconded by: Kristopher Brand, Commissioner
4 Ayes (4): Kristopher Brand, Commissioner, Rod Flohr, Commissioner, Jeremy Jones, Commissioner, and Gerald Johnson, Commissioner Recused (1): Anita Roberts, Chairperson
Motion Approved (4 to 0)
Moved by: Kristopher Brand, Commissioner
Seconded by: Rod Flohr, Commissioner
Adopt Resolution No. 25-005, approving a one-year time extension for the amendment to Conditional Use Permit No. 00-04 (CUP 00-04-A1) for the Deer Ridge clubhouse, located at 801 Foothill Drive, south of Balfour Road (APN 007-100-131).
Ayes (4): Kristopher Brand, Commissioner, Rod Flohr, Commissioner, Jeremy Jones, Commissioner, and Gerald Johnson, Commissioner Recused (1): Anita Roberts, Chairperson
Motion Approved (4 to 0)
I. BUSINESS ITEMS
I.1 Design Review for Fire Station 94
Commissioner Jones recused himself from this item.
Associate Planner, Miguel Contreras, presented the staff report for this item.
The Commissioners asked questions of staff.
Chairperson Roberts opened public comment.
Applicant's Architect of DLR Group, Michael Ross, spoke regarding the item.
The Commissioners asked questions of the applicant.
Danny Dohrmann spoke regarding the item.
Bill spoke regarding the item.
Gene Lopez spoke regarding the item.
Roger Cocksedge spoke regarding the item.
Michael Gilmore spoke regarding the item.
Paul Radliff spoke regarding the item.
5 Daniel Duran spoke regarding the item.
Susanna Thompson spoke regarding the item.
Travis Martin spoke regarding the item.
Mike Clement spoke regarding the item.
Mike Meyokovich spoke regarding the item.
Clifton Louis spoke regarding the item.
Donald Hester spoke regarding the item.
Dolores Long spoke regarding the item.
Mark DeMarce spoke regarding the item.
Brian Oftedal spoke regarding the item.
Carolina Villaseca spoke regarding the item.
Unidentified speaker spoke regarding the item.
Christine spoke regarding the item.
Unidentified speaker spoke regarding the item.
Sinziana Todor spoke regarding the item.
Vincent Wells spoke regarding the item.
Unidentified speaker spoke regarding the item.
The Commission received 4 public comments regarding this item that were sent via email or otherwise for the Commission’s consideration after the packet was published.
Chairperson Roberts closed public comment.
The Commissioners discussed the project.
Motion to continue to a date uncertain and direction to staff to obtain traffic, noise, and air quality studies and to present a more thorough explanation of why a CUP is not required.
Moved by: Gerald Johnson, Commissioner
Seconded by: Anita Roberts, Chairperson
Ayes (4): Kristopher Brand, Commissioner, Rod Flohr, Commissioner, Anita Roberts, Chairperson, and Gerald Johnson, Commissioner Recused (1): Jeremy Jones, Commissioner
Motion Approved (4 to 0)
6 An application for Design Review (DR 24-013) to construct a new 8,137 square foot, two-story fire station, including two apparatus bays, living areas, and associated site improvements, on a 13,427 square foot parcel located at 739 First Street (APN 013-091-019).
Staff recommends that the Planning Commission adopt Resolution No. 25-004, approving DR 24-013, subject to certain findings and conditions.
The project qualifies as a Class 32 categorical exemption under the California Environmental Quality Act (CEQA) Guidelines Section 15332 (In Fill Development Projects), insomuch as the proposed fire station is consistent with the applicable General Plan designation, as well as with the applicable zoning designation and regulations, is proposed on a project site less than 5-acres in size, has no value as habitat for endangered species, would not result in significant effects relating to traffic, noise, air quality, or water quality, and can be adequately served by all utilities and public services.
J. INFORMATIONAL REPORTS FROM COMMITTEES AND UPCOMING
MEETING SCHEDULE
TRANSPLAN Committee (Brand) 2nd Thursday of
every month
Design Review Subcommittee (Johnson/Jones) 2nd and 4th
Thursday of every month
Land Use and Development Committee (Flohr) 3rd Monday of every month
Brentwood Municipal Code Review Committee (Brand) 2nd Wednesday in January and July
K. REQUEST FOR FUTURE AGENDA ITEMS
K.1 NEW REQUEST(S)
None
L. ADJOURNMENT
Meeting adjourned at 12:11 AM
Moved by: Rod Flohr, Commissioner
Seconded by: Kristopher Brand, Commissioner
Ayes (5): Kristopher Brand, Commissioner, Rod Flohr, Commissioner, Anita Roberts, Chairperson, Jeremy Jones, Commissioner, and Gerald Johnson, Commissioner
7 Motion Approved (5 to 0)
Brentwood Veterans
Memorial Building
First & Maple Streets, Brentwood, CA 94513
“We pledge to continue our solemn duty to dedicate this Memorial Hall as a monument for all those veterans who gave the last full measure, to honor the memories of those who have gone before and to provide for those yet to come.”
January 21, 2025
Dear Members of the Brentwood Planning Commission,
We are writing to urge the Planning Commission to deny any permits related to the proposed construction of Fire Station 94 in downtown Brentwood.
The property in question was purchased using funds collected through a special tax explicitly designated for the creation of veterans' meeting places, as authorized under Section 4041f of the Political Code of the State of California (1921). The use of this property for a fire station directly violates the restrictions associated with these funds. Additionally, California Military and Veterans Code § 1266 explicitly prohibits such use of this property.
We have sent a detailed letter to the Contra Costa County Board of Supervisors outlining these concerns and requesting their compliance with the law. Despite this, the County is proceeding with plans for the new fire station without regard for the land’s intended use. We understand that we should not have to ask the Planning Commission to block this proposal, but the County intends to continue without regard or accountability. You may refer to the email below for additional information.
The veterans and taxpayers of Brentwood deserve accountability from their local government. Allowing this project to proceed would represent a clear violation of the legal and ethical responsibilities owed to the community. You can help by denying the project and/or permits, thereby requiring the County and fire district to conduct their due diligence and select a more suitable location for Fire Station 94—one with adequate space for future expansion and better alignment with the needs of Brentwood. For the full background on this issue, please visit our website at https://www.bvmb.org/blog.
We respectfully ask the Planning Commission to hold the County accountable and protect the interests of the taxpayers by denying any permits for this proposed project.
Sincerely,
Board Members, Brentwood Veterans Memorial Building
Commander VFW Post 10789
Commander American legion Post 202
Commandant Marine Corps League Detachment 1155
Mailing Address: 629 First Street #20, Brentwood, CA 94513 Physical Address: 757 First Street, Brentwood, CA 94513 Email Address: [email protected]
Project Description
Project Title: Contra Costa County Fire Protection District - Brentwood Fire Station 94 Project Site Context: 739 1st Street, Brentwood, CA 94513 APN: 013-091-017, 013-091-018
Land Use Designation: DT (Downtown) Zone, Public Safety Building Acreage of Property: 0.31 acres (13,427sf)
Major Roads: 1st street, between Maple and Oak Streets, Diablo Way behind.
Surrounding Land Uses: Veterans/American Legion building to north (on property also owned by the County), Commercial/Retail building to the south, Bank and other commercial space across the street (1st), Auto repair and other commercial businesses across Diablo way.
Current Condition of Site: Vacant. Previous fire station at same location was demolished in 2022.
Site Development: Number of Lot’s proposed: (1) Lot with portion of lot 25 (013-091-018) added. Additionally, a lot line adjustment from lot 27 was incorporated into 013-091-017 from 013-091-016 (also County Owned) via previous lot adjustment. See attached Plat & Legal.
Hours/days of Operation: 24 hours a day, 7 days a week.
Number of Buildings Proposed: (1) with trash enclosure.
Demolition Proposed: None other than street frontage – the curb cut will be reduced.
Onsite Circulation: Staff parking lot at rear of station, ingress/egress from Diablo way. Fire Apparatus drive through and maneuver on site.
Ingress/Egress: Staff parking ingress and egress via Diablo Way. Fire Apparatus enters from Diablo Way and egresses onto 1st street. Public access only from 1st street (no public parking, only street parking).
Interaction with abutting uses/right of way: None, other than public parking on 1st street via existing parking spaces.
Outdoor Storage Areas, Loading/Unloading Areas: No outdoor storage anticipated. Van accessible parking stall loading aisle as required per code.
Trash Enclosure: At SW corner of site, accessed directly from Diablo way. 7’-2” high CMU walls on 3 sides with large lockable swing gates facing Diablo way and a pedestrian gate from the secure fire station side.
Design and location confirmed with Brentwood Solid Waste Division
Lighting Plan: See design review drawings for fixtures and types to prevent glare and light pollution.
Use: Proposed Use: Fire Station. No use permit required as the site was previously used for the same function.
Hours/Days of Operation: 24 hours a day, 7 days a week.
Number of Employees: 3-4 typical fire crew.
Number of Guests/Customers: None expected. Fire station is for fire personnel only.
Other licenses/approvals required: BAAQMD permit required, for operation of emergency generator and apparatus fueling.
Compatibility with Surrounding Uses: Fire station replaces a previous fire station at same location. Public safety building. No conflict with surrounding uses.
City’s Affordable Housing Ordinance: Not applicable
Design: The projects design is based on using compatible materials, massing, and detailing to fit with the downtown Brentwood historic character. The fire house design is influenced by traditional two story stations of the east coast with a brick façade, arched opening to the apparatus bays, a plinth, stone like pre-cast concrete lintels and sills at openings and a similar cornice. Openings are recessed into the façade to allow for recesses and the façade jogs at the apparatus bay to differentiate the 3 distinct masses centered on the taller apparatus bay. Storefronts are dark with smaller lites in keeping with historic precedents. Steel canopies further breakdown the massing at the outdoor ground floor and 2 nd floor patios, as well as at the entrance, which is further recessed into the front façade. Brick veneer is a full brick unit and acts as a rainscreen assembly, for enhanced envelope performance. Vertical cement fiberboard panels occur as wainscot infill panels at the street level storefront and continue on the site to wrap around the north side patio.
The rear of the station has a stucco finish and a banded concrete masonry unit wall on the north and west sides for security, privacy and screening of vehicles, generator, fuel tank, transformer, and other electrical equipment from the neighboring properties. All on-site generated stormwater is treated on site, via vegetated bioswales at the 1 st street side as well as Diablo way in the form of raised planters, due to the limited size of the site. Planting is in keeping with the neighborhood and California native species and the street trees follow City standards.
Outdoor uses occur at the rear of the station and are screened from view of pedestrians walking along 1st street. Planting is also used at the 1st street facing 2nd floor patio as screening. Pedestrian access on 1st street and Diablo way is unobstructed. However, as an active fire station with
trucks ingressing (diablo way) and egressing (1st street) throughout the day, pedestrian warning lights (rotating amber beacon’s) are located at either side of the apparatus bays fronting 1st street at the sidewalk and automatically activate when the front folding apparatus bay doors open to alert pedestrians of fire truck crossing. Additional public parking spaces have been added on 1st street in front of the station. The design has been reviewed via the planning department during a few preapplication meetings and we have addressed concerns in the final design. We have incorporated the Brentwood design guidelines for the downtown core into the project as noted above and as follows: Built to front and side property line like other infill buildings; Curb cuts are required for apparatus but they have been reduced in the current design; Off-street vegetated courtyards have been provided (1st and 2nd floor patios); Scale relates to the surrounding buildings; Cornice provided on parapet, and parapets are stepped; Materials (brick, cast concrete lintels/sills) relate to existing historical downtown buildings; Large sections of blank walls avoided along 1st street frontage; Roof equipment is screened/set back from frontage; and wall signage is cast aluminum individual letters, 18” and less, backlit, less than 15% of the façade areas and otherwise in compliance with the sign ordinance.
Environ. Review: Phase I Environmental Site Assessment (ESA) has been completed and the Project has issued a Notice of Exemption, filed on 02/20/2024.
ADDRESS: 739 1ST STREET, BRENTWOOD, CA, 94513
ASSESSOR'S PARCEL NUMBER (APN#): 013-091-017, 013-091-018 AREA: 13,427 SF TOTAL SITE AREA
PROPERTY IS CURRENTLY DESIGNATED FOR ZONING: DT (DOWNTOWN) PER ZONING MAPSETBACK REQUIREMENTS:FRONT & STREET SIDE YARD: 0' MAXIMUM(DT SPECIFIC PLAN 2.5.1.A.1): "IN AREAS WITH EXISTING BUILDING SETBACKS, MATCH SETBACKS OF ADJACENT BUILDINGS WHENEVER POSSIBLE."INTERIOR SIDE AND REAR YARDS: 0' MAXIMUMREAR SETBACK: 0' MAXIMUMMID-BLOCK ALLEY SETBACK: 5' BLDG. HEIGHT REQUIREMENTS:MINIMUM HEIGHT: 2 FLOORS AND 25 FEETMAXIMUM HEIGHT: 48'MINIMUM INTERIOR HEIGHT FOR GROUND LEVEL OF ALL TYPES: 14' FLOOR TO CEILINGFAR REQUIREMENTS: (NONE)TOTAL BUILDING FOOTPRINT AREA: 4,092 SF FIRE HAZARD SEVERITY ZONE: LOWWILDLAND URBAN INTERFACE (WUI) REQUIREMENTS: NOFLOOD ZONE: X / AREA OF MINIMAL FLOOD HAZARDOFFICE OF STATEWIDE PLANNING AND DEVELOPMENT (OSHPD) 3 APPROVAL: NOLANDSCAPING COVERAGE: 782 SFPAVING COVERAGE: 6387 SFPERVIOUS COVERAGE: 475 SF# OF PARKING STALLS: 8 STALLS + 1 ADA VAN ACCESSIBLE
PROJECT DATA
THE CONTRA COSTA COUNTY FIRE PROTECTION DISTRICT FIRE STATION NO. 94 IS A NEW TWO STORY WOOD FRAMED BUILDING LOCATED IN DOWNTOWN BRENTWOOD, CA ON 1ST ST BETWEEN MAPLE AND OAK. FIRE STATION 94 CONSISTS OF 3 VOLUMES. CENTERED IS AN APPARATUS BAY WITH DAYROOM FUNCTIONS ABOVE. SLIGHTLY SETBACK TO THE LEFT ARE SINGLE STORY SUPPORT SPACES WITH AN PATIO ABOVE.
SLIGHTLY SETBACK TO THE RIGHT ARE THE LIVING QUARTERS ALONG WITH ADDITIONAL SPACE BELOW INCLUDING THE PUBLIC ENTRY. THE STATION INCORPORATES DORM ROOMS, OFFICES, DAY ROOM, DINING ROOM, KITCHEN & PANTRY, EXERCISE ROOM AND SUPPORT SPACES.
PROJECT DESCRIPTION
OWNER CONTRA COSTA COUNTY FIRE PROTECTION DISTRICT4005 PORT CHICAGO HIGHWAY, SUITE 250 CONCORD, CA 94520-1180BRIDGING ARCHITECTSHAH KAWASAKI ARCHITECTS570 10TH STREET, #201OAKLAND, CA 94607BRIDGING CIVIL ENGINEERSIEGFRIED3428 BROOKSIDE ROADSTOCKTON, CA 95219BRIDGING ELECTRICAL ENGINEERTHOMA ENGINEERING3562 EMPLEO, SUITE CSAN LUIS OBISPO, CA 93406BRIDGING LANDSCAPE ARCHITECTSIEGFRIED3428 BROOKSIDE ROADSTOCKTON, CA 95219
PROJECT TEAM
BRIDGING STRUCTURAL ENGINEERZFA STRUCTURAL ENGINEERS1214 FOURTH STREET, SUITE ZSANTA ROSA, CA 95404BRIDGING MECHANICAL/PLUMBING ENGINEER3C ENGINEERING, INC.PO BOX 14823SAN LUIS OBISPO, CA 93406BRIDGING COST ESTIMATORCUMMING CORPORATION475 SANSOME STREET, SUITE 740SAN FRANCISCO, CA 94111
1. ALTERNATE NO. 1: NOT USED2. ALTERNATE NO. 2: PHOTOVOLTATIC PANELS, INVERTER, RELATED WIRING, EQUIPMENT, ROOF MOUNTING CLIPS AND INSTALLATION, LOCATED ON ROOF TO FIT WITHIN SOLAR READY ZONES (APPROX. 769 SF). NOTE: A SMALL PERCENTAGE OF PV PANELS ARE REQUIRED PER CODE AND SHALL BE INCLUDED IN THE BASE BID, SED & A-141
ALTERNATES
VICINITY MAP
SITE
MAPLE ST 1ST ST
SHEET INDEX
C 13476
LICENSED ARCHITECT
REN
. 2-28-25 STATE OF CAL IFORNIA
ALAN KAWASAKI
M
Drawing No.Drawing Title
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NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2024 Shah Kawasaki Architects Architect of Record Consultant
NOT FOR CONSTRUCTION
CLIENT
Project
MLKJHGFE
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COVER SHEET
A-001
SKA Project Number: 23703
CONTRA COSTA COUNTY FIRE
PROTECTION DISTRICT
FIRE STATION 94
739 1ST STREET, BRENTWOOD, CA, 94513
4005 PORT CHICAGO HWY,
CONCORD, CA 94520
CONTRA COSTA
COUNTY
FIRE PROTECTION DISTRICT
CONTRA COSTA COUNTY FIRE PROTECTION DISTRICT
FIRE STATION 94
739 1ST STREET, BRENTWOOD, CA, 94513
A-001 COVER SHEETA-002 CODE SUMMARYA-003 ABBREVIATIONS, LEGENDS, SYMBOLS, & NOTESA-004 CONTEXTUAL PLAN / SITE PHOTOS C-100 COVER SHEETC-101 GENERAL NOTESC-200 TOPOGRAPHIC AND DEMOLITON PLANC-300 PAVING AND DIMENSIONING PLANC-400 GRADING PLANC-500 UTILITY PLANC-501 STORMWATER MANAGEMENT PLANC-502 FIRE HYDRANT SPOTTING PLANC-600 EROSION CONTROL PLANC-700 CONSTRUCTION DETAILS IC-701 CONSTRUCTION DETAILS IIL-100 IRRIGATION PLANL-101 IRRIGATION PLAN 2ND FLOORL-200 PLANTING PLANL-201 PLANTING PLAN 2ND FLOOR A-101 SITE PLANA-121 1ST FLOOR PLANA-122 2ND FLOOR PLANA-141 ROOF PLANA-201 EXTERIOR ELEVATIONSA-202 EXTERIOR ELEVATIONSA-203 RENDERINGA-204 RENDERINGA-205 RENDERING - MATERIAL IDA-301 BUILDING SECTIONSA-311 WALL SECTIONSA-312 WALL SECTIONSA-313 WALL SECTIONSA-831 TYPICAL EXTERIOR DETAILSA-832 STOREFRONT DETAILSA-833 4-FOLD DOORSA-834 OVERHEAD SECTIONAL DOORSA-835 CANOPY DETAILS E-102 LIGHTING FIXTURE SCHEDULEES-101 ELECTRICAL SITE PLAN Revision Number DATE ISSUE DESCRIPTION
09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE
CODE SUMMARY
APPLICABLE CODES2022 CALIFORNIA BUILDING CODE PART 2, VOLUME 1 AND 2 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ENERGY CODE2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA GREEN BUILDING CODE (CAL GREEN)2022 CALIFORNIA REFERENCE STANDARDS CODENFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2022 EDITIONNFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2022 EDITION NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUID CODE, 2022 EDITION NFPA 72, NATIONAL FIRE ALARM SIGNALING CODE, 2022 EDITIONNFPA 1221, STANDARD FOR THE INSTALLATION, MAINTENANCE, AND USE OF EMERGENCY SERVICES COMMUNICATIONS SYSTEMS, 2022 EDITIONNFPA 1521, STANDARD ON FIRE DEPARTMENT INFECTION CONTROL PROGRAM, 2022 EDITION ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURESACCESSIBILITY REQUIREMENTS GOVERNED BY
AMERICANS WITH DISABILITIES ACT (ADA), TITLE II,
2010 ADA STANDARDS FOR ACCESSIBLE DESIGN2022 CALIFORNIA BUILDING CODE, PART 2, VOLUME 1, CHAPTER 11B CHAPTER 4 PLUMBING FIXTURES AND FIXTURE FITTINGSCPC TABLE A OCCUPANCY LOAD FACTORTOTAL OCCUPANCY FOR PLUMBING FIXTURES = 25, SEE BELOW FOR SUMMARY50% MEN = 13, 50% WOMEN = 13OCCUPANCY AREA OCC LOAD FACTOR MAX OCC LOADR-3 4,639 SF 200 SF 24S-2 2,773 SF 5000 SF 1TABLE 422.1 MINIMUM PLUMBING FACILITIESGROUP R-3 OCC. REQ. PROVIDEDWC MALE 13 2 3+WC FEMALE 13 2 3+URINAL MALE 13 0 0LAV MALE 13 2 3+LAV FEMALE 13 2 3+SERVICE SINK 24 2 1GROUP S-2 OCC. REQ. PROVIDED BUILDING TOTAL OCC. REQ. PROVIDEDWC MALE 1 1 1# WC MALE - 3 3#WC FEMALE 1 1 1# WC FEMALE - 3 3#URINAL MALE 0 0 0 URNIAL MALE - 0 0LAV MALE 1 1 1# LAV MALE - 3 3#LAV FEMALE 1 1 1# LAV FEMALE - 3 3#SERVICE SINK 1 1 1 SHOWERS - 3 3 SERVICE SINK - 2 2
+ M&F FIXTURES COMBINED IN GENDER NEUTRAL RESTROOMS* SERVICE SINKS PROVIDED IN ADJACENT R-3 AND S-2 OCCUPANCIES# WC & LAV DOUBLE COUNTED DUE TO GENDER NEUTRAL FIXTURES IN R-3 AND B OCCUPANCIES422.2 SEPARATE FACILITIES. SEPARATE TOILET FACILITIES SHALL BE PROVIDED FOR EACH SEX. EXCEPTIONS: (1) RESIDENTIAL INSTALLATIONS; (2) IN OCCUPANCIES WITH A TOTAL OCCUPANT LOAD OF 10 OR LESS, INCLUDING CUSTOMERS AND EMPLOYEES, ONE TOILET FACILITY, DESIGNED FOR USE BY NO MORE THAN ONE PERSON AT A TIME, SHALL BE PERMITTED FOR USE BY BOTH SEXES.
ADDITIONAL REQUIREMENTS
BATHTUB OR SHOWER: 1 PER 8 REQ FOR R-3, 3 PROVIDED
DRINKING FOUNTAIN: NOT PROVIDED PER SEC 415.2. DRINKING FOUNTAINS SHALL NOT BE REQUIRED FOR AN OCCUPANT LOAD OF 30 OR LESS.KITCHEN SINK: 1 PER 8 REQ FOR R-3; 2 PROVIDEDSERVICE SINK/LAUNDRY TRAY/OTHERS1 LAUNDRY TRAY OR 1 AUTOMATIC CLOTHES WASHER CONNECTION REQ FOR R-31 SERVICE SINK OR LAUNDRY TRAY REQ FOR S-22 SERVICE SINKS, 1 LAUNDRY TRAY AND 2 AUTOMATIC CLOTHES WASHER CONNECTION PROVIDED CHAPTER 9 FIRE PROTECTION SYSTEMS903.2.8 GROUP R-3. AN AUTOMATED SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3 SHALL BE PROVIDED THROUGHOUT ALL THE BUILDING WITH A GROUP R FIRE AREA.903.3.1.1 NFPA 13 SPRINKLER SYSTEM. AUTOMATIC SPRINKLER SYSTEMS TO BE INSTALLED THROUGHOUT IN ACCORDANCE WITH NFPA 13.TRAVEL DISTANCE TO A FIRE EXTINGUISHER: 75 FEET MAX PER CBC 906.3.1 CHAPTER 3 USE AND OCCUPANCY CLASSIFICATIONSSEPARATED MIXED OCCUPANCY GROUPS GROUP DESCRIPTION SECTION AREA (GROSS)R-3 RESIDENTIAL GROUP SECTION 310.4 1,234 SF (1ST FLOOR)R-3 RESIDENTIAL GROUP SECTION 310.4 3,405 SF (2ND FLOOR)R-3 RESIDENTIAL GROUP SECTION 310.4 725 SF (EXTERIOR PATIO)S-2 LOW HAZARD STORAGE GROUP SECTION 311.3 2,773 SF TOTAL 8,137SF
TYPE OF CONSTRUCTION: V-BFIRE PROTECTION SYSTEM: S (WITHOUT AREA INCREASE)THE BUILDING WILL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH CBC 903.3.1.1
CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS
ALLOWABLE HEIGHT AND AREA BASED ON THE MOST RESTRICTIVE OCCUPANCY, GROUP S-2 PER CBC 508.3.2ALLOWABLE HEIGHT (CBC TABLE 504.3) PROPOSED HEIGHT 40 FT 36'-2" (AT TOP OF HIGH PARAPET)
ALLOWABLE STORIES (CBC TABLE 504.4) PROPOSED STORIES
3 STORIES 2 STORIES
ALLOWABLE AREA (CBC TABLE 506.2) PROPOSED AREA (GROSS)
40,500 SF 8,137 SFSEPARATED OCCUPANCIES PROVIDED (CBC 504.4)CHAPTER 6 TYPES OF CONSTRUCTION TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)FOR CONSTRUCTION TYPE V-BBUILDING ELEMENT FIRE RESISTIVE RATING REQUIREMENTSPRIMARY STRUCTURAL FRAME 0BEARING WALLS EXTERIOR 0INTERIOR 0
NON BEARING WALLS & PARTITIONS
EXTERIOR - SEE TABLE 602 SEE BELOWINTERIOR 0
FLOOR CONSTRUCTION 0ROOF CONSTRUCTION 0FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS PER CBC TABLE 602:EXTERIOR WALL FIRE SEPARATION DISTANCE RATING REQ. FOR GROUPS R-3, S-2, TYPE V-BNORTH 10 < X < 30 0EAST 5 < X < 10 0SOUTH X < 5 1WEST 5 < X < 10 0CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES707 FIRE BARRIERS707.3.9 SEPARATED OCCUPANCIES. WHERE THE PROVISIONS OF SECTION 508.4 ARE APPLICABLE, THE FIRE BARRIER SEPARATING MIXED OCCUPANCIES SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN THAT INDICATED IN TABLE 508.4 BASED ON THE OCCUPANCIES BEING SEPARATED.SECTION 711 HORIZONTAL ASSEMBLIES711.2.4.1 SEPARATING MIXED OCCUPANCIES. WHERE THE HORIZONTAL ASSEMBLY SEPARATES MIXED OCCUPANCIES, THE ASSEMBLY SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN THAT REQUIRED BY SECTION 508.4 BASED ON THE OCCUPANCIES BEING SEPARATED.CHAPTER 10 GENERAL MEANS OF EGRESS AND OCCUPANT LOADTABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANTOCCUPANCY TYPE AREA LOAD FACTOR OCCUPANTS EXITS REQUIRED EXITS PROVIDED RESIDENTIAL (R-3) 4,639 SF 200 24 2 2STORAGE (S-2) 2,773 SF 300 10 1 2RESIDENTIAL (R-3) - EXT. PATIO 725 SF 200 42 2 2COMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1:R-3: 125 FTS-2: 100 FTCBC 1007.1.1 TWO EXITS OR EXIT ACCESS DOORWAYSEXCEPTION 2. WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, THE SEPARATION DISTANCE SHALL BE NOT LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED.EXIT DOORWAY SEPARATION DISTANCE PER CBC 1007.1.1 EXCEPTION 2:
REQ. MINIMUM PROVIDED1/3 OF OVERALL BUILDING DIAGONAL (111' - 6" / 3 ~ 37 - 2" FT) 68' - 11"DIAGONAL FOR R-3 OCCUPANCY 55' - 7"DIAGONAL FOR S-2 OCCUPANCY 80' - 1 1/2"CBC TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE PER CBC TABLE 1017.2:OCCUPANCY TYPE DISTANCERESIDENTIAL, R-3 250 FTSTORAGE, S-2 400 FTCBC 1030 EMERGENCY ESCAPE AND RESCUE1030.2 MINIMUM SIZE. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET.1030.2.1 MINIMUM DIMENSIONS. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24 INCHES. THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20 INCHES. THE NET CLEAR OPENING DIMENSIONS SHALL BE THE RESULT OF NORMAL OPERATION OF THE OPENING.1030.3 MAXIMUM HEIGHT FROM FLOOR. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED FROM THE FLOOR.REQUIRED EXITS AND PROVIDED: 3 REQ., 4 PROVIDEDCHAPTER 11B ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDINGS AND PUBLIC HOUSING
PUBLIC PORTIONS OF THE BUILDING WILL COMPLY WITH THIS CHAPTER, INCLUDING SITE AMENITIES, ENTRY LOBBY, OFFICES AND PUBLIC RESTROOM C 13476
LICENSED ARCHITECT
REN
. 2-28-25 STATE OF CAL IFORNIA
ALAN KAWASAKI
M
Drawing No.Drawing Title
12345678910111213141516
LKJHGFE
D
CBA
NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2024 Shah Kawasaki Architects Architect of Record Consultant
NOT FOR CONSTRUCTION
CLIENT
Project
MLKJHGFE
D
CBA
12345678910111213141516
CODE SUMMARY
A-002
SKA Project Number: 23703
CONTRA COSTA COUNTY FIRE
PROTECTION DISTRICT
FIRE STATION 94
739 1ST STREET, BRENTWOOD, CA, 94513
4005 PORT CHICAGO HWY,
CONCORD, CA 94520
CONTRA COSTA
COUNTY
FIRE PROTECTION DISTRICT
Revision Number DATE ISSUE DESCRIPTION
09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE
< ANGLE (DEGREES)
# POUND / NUMBER& AND(E) EXISTING(N) NEW@ AT
AB ANCHOR BOLTACOUS ACOUSTICALADD ADDENDUMADD'L ADDITIONADJ ADJACENT / ADJUSTABLEAFF ABOVE FINISH FLOORAL ALUMINUMALT ALTERNATEANOD ANODIZEDAPPROX APPROXIMATELYARCH ARCHITECTURALASPH ASPHALT BD BOARDB/T BETWEENBEV BEVELEDBLDG BUILDINGBLK'G BLOCKINGBM BEAMBO BOTTOM (OF)CB CATCH BASINCEM CEMENTCER CERAMICCFMF COLD FORMED METAL FRAMINGCG CORNER GUARDCIP CAST-IN-PLACECL CENTER LINECLG CEILINGCLR CLEARCMU CONCRETE MASONRY UNITCNTR COUNTERSINKd PENNY (NAILS)DEG DEGREESDEMO DEMOLITIONDIA DIAMETERDIM DIMENSIONDISP DISPENSER / DISPOSALDN DOWNDR DOORDS DOWNSPOUTDTL DETAILDWG(S) DRAWING(S)(E) EXISTINGEA EACHEB EXPOSED BOLTEL ELEVATIONELEC ELECTRIC(AL)ELEV ELEVATIONEMER EMERGENCYENCL ENCLOSED / ENCLOSUREENTR ENTRANCEEP ELECTRIC PANEL BOARDEPT EXTERIOR PAINTEQ EQUALEQUIP EQUIPMENTETC ETCETERAEXT EXTERIOREXTR EXTRUDEDF/F FACE TO FACEFA FIRE ALARMFAB FABRICATEFAP FIRE ALARM PANELFB FLAT BARFD FLOOR DRAINFE FIRE EXTINGUISHERFF FINISH FLOORFIC FURNISHED & INSTALLED BY
CONTRACTOR
FIN FINISH(ED)FIO FURNISHED & INSTALLED BY OWNERFIXT FIXTUREFL FLOOR LINEFLASH FLASHINGFLR FLOORFLUOR FLUORESCENTFO FACE OFFOB FACE OF BUILDINGFOC FACE OF CONCRETEFOF FACE OF FINISHFOIC FURNISHED BY OWNER
INSTALLED BY CONTRACTOR
FOM FACE OF MASONRYFOS FACE OF STUDFRM'G FRAMINGFT FOOT / FEETFTG FOOTING GA GAUGEGALV GALVANIZEDGB GRAB BARGB-24 24" LONG GRAB BARGB-36 36" LONG GRAB BARGB-42 42" LONG GRAB BARGC GENERAL CONTRACTORGFT GROUND FAULT INTERRUPTGL GLASS / GLAZINGGND GROUNDGSM GALVANIZED SHEET METALGWB GYPSUM WALLBOARDGYP GYPSUMH/C HANDICAPPEDHDR HEADERHDWD HARDWOODHDWE HARDWAREHM HOLLOW METALHORIZ HORIZONTALHPC HIGH PERFORMANCE COATINGHT HEIGHTID INSIDE DIAMETER / DIMENSIONIN INCHINCAND INCANDESCENTINFO INFORMATIONINT INTERIORINV INVERTJ-BOX JUNCTION BOXKO KNOCKOUTKP KICK PLATELED LIGHT EMITTING DIODE (LIGHT FIXTURE)LIN LINEARLL LIVE LOADLP LOW POINTLT LIGHTLTG LIGHTINGLVR LOUVERLWC LIGHTWEIGHT CONCRETEM&S MIRROR & SHELFMAS MASONRYMAT'L MATERIALMAX MAXIMUMMBM METAL BUILDING MANUFACTURERMECH MECHANICALMFR MANUFACTURERMIN MINIMUMMIRR MIRRORMISC MISCELLANEOUSMO MASONRY OPENINGMTD MOUNTEDMTL METALMUL MULLION(N) NEWN/A NOT APPLICABLENEC NECESSARYNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALEO/ OVEROA OVERALLOC ON CENTEROD OUTSIDE DIAMETER / DIMENSIONOFCI OWNER FURNISHED CONTRACTOR
INSTALLED
OFD OVERFLOW DRAINOFOI OWNER FURNISHED OWNER
INSTALLED
OH OPPOSITE HANDOPNG OPENINGOSB ORIENTED STRAND BOARDP.L. PROPERTY LINEPC PRECAST CONCRETEPERF PERFORATEDPL PLATEPLAS PLASTERPLY PLYWOODPR PAIRPSI POUNDS PER SQUARE INCHPT POINT / PRESSURE TREATEDPTD PAINT / PAINTEDPVDF POLYVINYLIDENE FLUORIDE
R&S ROD & SHELFRAD RADIUSRB RUBBER BASE / RESILIENT BASERCP REFLECTED CEILING PLANRDWD REDWOODREF REFERENCEREQ'D REQUIREDREST RESTROOMREV REVISIONRM ROOMRO ROUGH OPENINGRWL RAIN WATER LEADERSAD SEE ARCHITECTURAL DRAWINGSSAF SELF ADHERED FLASHINGSASM SELF ADHERING SHEET MEMBRANESCD SEE CIVIL DRAWINGSSCHED SCHEDULESCW SOLID CORE WOODSED SEE ELECTRICAL DRAWINGSSECT SECTIONSF, SQ FT SQUARE FEETSHT SHEETSIM SIMILARSLD SEE LANDSCAPE DRAWINGSSMD SEE MECHANICAL DRAWINGSSMS SHEET METAL SCREWSPD SEE PLUMBING DRAWINGSSPEC SPECIFICATIONSPKR SPEAKERSQ SQUARESSD SEE STRUCTURAL DRAWINGSSSM SOLID SURFACE MATERIALSS STAINLESS STEELSTC SOUND TRANSMISSION CLASSSTD STANDARD & SEE TELECOM
DRAWINGS
STL STEELSTOR STORAGESTRUCT STRUCTURE / STRUCTURALSTS SELF-TAPPING SCREWSURR SURROUNDSUSP SUSPENDEDT&B TOP & BOTTOMT&G TONGUE & GROOVETHRU THROUGHTO TOP OFTOB TOP OF BEAMTOC TOP OF CONCRETETOD TOP OF DECKTOP TOP OF PLATE OR PARAPETTOS TOP OF SLABTOW TOP OF WALLTPD TOILET PAPER DISPENSERTYP TYPICALUBC UNIFORM BUILDING CODEUL UNDERWRITERS LABORATORIES INC.UNF UNFINISHEDUON UNLESS OTHERWISE NOTEDUTIL UTILITYV VOLTSVAR VARIESVB VINYL BASEVEN VENEERVERT VERTICALVEST VESTIBULEVG VERTICAL GRAINVIF VERIFY IN FIELDVM VENDING MACHINEVP VENEER PLASTERW/ WITHW/O WITHOUTWC WATER CLOSETWD WOODWF WIDE FLANGE (STRUCTURAL STEEL)WNDW WINDOWWO WHERE OCCURSWP WORK POINT / WATERPROOFWR WATER RESISTANTWRB WEATHER-RESISTANT BARRIERWSCT WAINSCOTX BY
ABBREVIATIONS
STEEL ALUMINUM
PLYWOOD GYP BD
TILE
BLOCKING OR
FRAMING,
DISCONTINUOUS
BLOCKING OR
FRAMING,
CONTINUOUS
GLAZING
SOLID WOOD
BATT OR
ACOUSTIC
INSULATION
REFERENCE SYMBOLS INDICATE THAT ADDITIONAL INFORMATION CONCERNING THE PART OF THE WORK REFERENCED MAY BE FOUND AT THE LOCATION INDICATED BY THE SYMBOL AND AS DESCRIBED BELOW.
EXTENT OF CURRENT REVISION
REVISION
DIMENSION POINT
LEVEL LINEKEY NOTE
DETAIL NUMBERDRAWING WHERE FOUNDAREA OF DETAIL CUT PERPENDICULAR TO VIEWAREA OF ENLARGED PLAN OR ENLARGED ELEVATION.
DIRECTION OF VIEW(S)ELEVATION NUMBERDRAWING WHERE ELEVATION IS FOUND.ELEVATION NUMBERDIRECTION OF VIEW A1A9
A5
DETAIL NUMBERDRAWING WHERE SECTION IS FOUNDLINE OF SECTION CUTDIRECTION OF VIEW ?
?
NEW GRID LINES
3 REVISION SYMBOL IS INSIDE EXTENT OF CURRENT REVISION AND REFERENCED TO IT 5 REVISION NUMBER -SEE REVISION HISTORY ON TITLE BLOCK OF EACH SHEET.
INDICATES POINT ON DIMENSION STRING TO WHICH A POINT ON RELATED DRAWING IS ALSO DIMENSIONED.
SECOND LEVELEL 15'-8"
INDICATES HEIGHT ABOVE PROJECT DATUM. SEE GENERAL NOTES FOR DEFINITION OF PROJECT DATUM.
2.001
SEE CORRESPONDING NUMBERED KEY
A1
A-501
E1
E1
A-401
A1
A-210
A-210
A1
A-301
DETAILDETAILDETAIL PLAN OR ELEVATION
AREA OF DETAIL CUT PARALLEL TO VIEW
SINGLE ELEVATIONMULTIPLE ELEVATIONSSECTION
DRAWING WHERE ELEVATION IS FOUND.
A-501
1. WRITTEN DIMENSIONS ON THESE DRAWINGS HAVE PRECEDENCE: DO NOT SCALE DRAWINGS. DETAIL SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL SCALE DETAILS.
2. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED
BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW BY THE ARCHITECT. NOTES OF ONE DRAWING OR DETAIL APPLY TO ALL OTHER SIMILAR DRAWINGS OR DETAILS. PROVIDE ALL WORK
AND MATERIALS IN ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF ALL APPLICABLE STATE AND LOCAL CODES, LAWS, ORDINANCES AND STATUTES. NOTHING IN THESE DRAWINGS OR SPECIFICATIONS IS TO BE CONSTRUED AS REQUIRING OR PERMITTING WORK CONTRARY TO THESE RULES, REGULATIONS AND CODES.
3. AS A GENERAL GUIDE, DIMENSIONS ARE TAKEN TO FACE OF STUD AND CENTER LINE OF STRUCTURAL COLUMN GRID LINES, UNLESS OTHERWISE NOTED ON THE DRAWINGS. CLEAR DIMENSIONS ARE TO FACE OF FINISH.
4. ELEVATIONS AND DATUM ARE POINTS OF REFERENCE IN THE WORK. 5. "TYPICAL" (TYP.) MEANS IDENTICAL FOR ALL SIMILAR LOCATIONS. 6. "SIMILAR" (SIM.) MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITION NOTED. VERIFY DIMENSIONS AND ORIENTATION WITH DRAWINGS.
7. DIMENSIONS OF, AND TO, EXTERIOR OPENINGS ARE FACE OF STUD OF THE ROUGH OPENING.
8. VERTICAL MEASUREMENTS AND SPOT ELEVATIONS ON ARCHITECTURAL DRAWINGS ARE DRAWN IN REFERENCE TO CIVIL DRAWINGS TOP OF SLAB AT FIRST FLOOR. SEE CIVIL DRAWINGS FOR BASIS OF BEARINGS AND BENCHMARK.
9. CONTRACTOR TO PROVIDE FIRE BLOCKING AND DRAFT STOPPING WITHIN CONCEALED SPACES AS REQUIRED BY THE BUILDING CODE.
GENERAL NOTES
C 13476
LICENSED ARCHITECT
REN
. 2-28-25 STATE OF CAL IFORNIA
ALAN KAWASAKI
M
Drawing No.Drawing Title
12345678910111213141516
LKJHGFE
D
CBA
NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2024 Shah Kawasaki Architects Architect of Record Consultant
NOT FOR CONSTRUCTION
CLIENT
Project
MLKJHGFE
D
CBA
12345678910111213141516
ABBREVIATIONS,
LEGENDS, SYMBOLS,
& NOTES
A-003
SKA Project Number: 23703
CONTRA COSTA COUNTY FIRE
PROTECTION DISTRICT
FIRE STATION 94
739 1ST STREET, BRENTWOOD, CA, 94513
4005 PORT CHICAGO HWY,
CONCORD, CA 94520
CONTRA COSTA
COUNTY
FIRE PROTECTION DISTRICT
REFERENCE SYMBOLS
MATERIALS LEGEND
Revision Number DATE ISSUE DESCRIPTION
09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE
MAPLE ST
1ST ST
FS 94 SITE
127' - 0"
61' - 0"
16' - 0"
14' - 6"
36' - 0"
38' - 0"
58' - 6"
148' - 0"
25' - 6"
155' - 0"
66' - 0"
19' - 6"
6' - 0"
62' - 6"
BRENTWOOD BLVD.
OAK ST.
35' - 0"
23' - 0"
DIABLO WAY
GENERAL NOTES: 1) ALL LOTS SHOWN HERE HAVE
A ZONING DESIGNATION OF
DSP: DOWNTOWN SPECIFIC PLAN2) DIMENSIONS OF FIRE STATION 94 PROPERTY LINES HAVE BEEN ROUNDED TO NEAREST INCH3) 50 FOOT BOUNDARY BEYOND SITE PROPERTY LINE IS SHOWN IN DASHED RED LINE FOR CLARITY P1
P2
P3
P6
P5
P4
50' - 0"
50' - 0"
75' - 1"
102' - 5"
120' - 3"
~ 1' - 7" 150' - 0"
47' - 7"
45' - 2"
28' - 0"
11' - 1"
19' - 10"P7
50' - 3"
FS 94 FOOTPRINT
64'-0" 16' 16'
P8
MAPLE ST
1ST ST
DIABLO WAY
AMERICA
NLEGION'SUSEO
F(E)RAMP
~5' -10"EASMENTFOR
C 13476
LICENSED ARCHITECT
REN
. 2-28-25 STATE OF CAL IFORNIA
ALAN KAWASAKI
M
Drawing No.Drawing Title
12345678910111213141516
LKJHGFE
D
CBA
NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2024 Shah Kawasaki Architects Architect of Record Consultant
NOT FOR CONSTRUCTION
CLIENT
Project
MLKJHGFE
D
CBA
12345678910111213141516
CONTEXTUAL PLAN /
SITE PHOTOS
A-004
SKA Project Number: 23703
CONTRA COSTA COUNTY FIRE
PROTECTION DISTRICT
FIRE STATION 94
739 1ST STREET, BRENTWOOD, CA, 94513
4005 PORT CHICAGO HWY,
CONCORD, CA 94520
CONTRA COSTA
COUNTY
FIRE PROTECTION DISTRICT
1/64" = 1'-0"
CONTEXTUAL PLAN / PHOTOGRAPH LEGEND A1
P1 - NORTHEAST CORNER VIEW OF SITE
P2 - SOUTHEAST CORNER VIEW OF SITE P3 - EASTERN FACING VIEW OF SITE P4 - NORTHWEST VIEW OF SITE / DIABLO WAY P5 - SOUTHWEST VIEW OF SITE P6 - WESTERN FACING VIEW OF AMERICAN LEIGION SITE
NOTE: (E) SHED ON PROPERTY HAS
ALREADY BEEN DEMOLISHED
NOTE: THIS METAL STORAGE CONTAINED IS NOT ON OUR SITE
P7 - NORTHEASTERN FACING VIEW OF SITE
P2 - SOUTHEAST CORNER VIEW OF SITE, OVERHEAD
P8 - NE CORNER
Revision Number DATE ISSUE DESCRIPTION
09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE
M Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 LKJHGFEDCBA Architect of Record Consultant CLIENT Project MLKJHGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 23703 Revision Number DATE ISSUE DESCRIPTION Contra Costa County Fire Protection District Brentwood Fire Station 94 739 1ST STREET, BRENTWOOD, CA, 94513 4005 PORT CHICAGO HWY, CONCORD, CA 94520 FIRE PROTECTION DISTRICT CONTRA COSTA COUNTY NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2023 Shah Kawasaki Architects 570 10th Street, Suite 201 Oakland, CA 94607 09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE NOT FOR CONSTRUCTIONCOVER SHEET C-100 CONTRA COSTA COUNTY FIRE STATION 94 739 1ST STREET BRENTWOOD, CA 94513 PROJECT LOCATION 4 4 DISCOVERY BAY NOT TO SCALE VICINITY MAPPROJECT LOCATION BALFOUR RD OLD RIVER
FAIRVIEW AVE SAND CREEK RD MAIN STREET BRENTWOOD BLVD
WALNUT BLVD DAINTY AVE MAPLE STREET
OAK STREET CHESTNUT STREET BIRCH STREET
PINE STREET
1ST STREET BRENTWOOD BLVD LONE TREE WAY
BYRON HWY E CYPRESS RD SUNSET RD 2ND STREET
DIABLO WAY
BRENTWOOD BLVD 12"W 11.93TC 11.43FL TOP OF CURB ELEVATION FLOW LINE ELEVATION 11.93C 11.93C 11.93TC 11.43FL 8"SD 8"SS 12"W 8"SD 8"SS GAS ELECTRIC CONDUIT CONCRETE ELEVATION PROPERTY & R/W LINE SANITARY SEWER LINE STORM DRAIN LINE DOMESTIC WATER LINE WATER VALVE AND BOX SIGN EXISTING PROPOSED LEGEND LANE STRIPE E E SANITARY SEWER CLEANOUT G DETAIL REFERENCE DETAIL NUMBER SHEET NUMBER FIRE SPRINKLER LINE 6"FS G STORM DRAIN INLET 11.93BW BACK OF WALK 11.93BOW ICV TELE ELECTRIC BOX TELEPHONE BOX IRRIGATION CONTROL VALVE CHAIN LINK FENCE THRUST BLOCK WATER METER EL WMG GAS METER LIGHT POLE COM COMMUNICATION BOX / VAULT ICV TSB TRAFFIC SIGNAL BOX FIRE HYDRANT W AREA DRAIN SURVEY MONUMENT: BRASS DISC FIRE HYDRANT LINE 6"FH MAINTENANCE HOLE 50.0 GROUND CONTOUR 50.0 RAINWATER LEADER LINE 8"RWL E E TOP TOE 11.93P PAVEMENT 11.93P ELEVATION SHEET INDEX: SHEET NO. SHEET TITLE C-100 COVER SHEET C-101 GENERAL NOTES C-200 TOPOGRAPHIC AND DEMOLITON PLAN C-300 PAVING AND DIMENSIONING PLAN C-400 GRADING PLAN C-500 UTILITY PLAN C-501 STORMWATER MANAGEMENT PLAN C-502 FIRE HYDRANT SPOTTING PLAN C-600 EROSION CONTROL PLAN C-700 CONSTRUCTION DETAILS I C-701 CONSTRUCTION DETAILS II L-100 IRRIGATION PLAN L-101 IRRIGATION PLAN 2ND FLOOR L-200 PLANTING PLAN L-201 PLANTING PLAN 2ND FLOOR NOT FOR CONSTRUCTION Page 491 of 590 M Drawing No. Drawing Title 16 15 14 13 12 11 10
9 8
7 6
5 4
3 2
1 LK
JHG
FED
C
B
A Architect of Record Consultant CLIENT Project
M
LK
JHG
FED
C
B
A 16 15 14 13 12 11 10
9 8
7 6
5 4
3 2
1 SKA Project Number: 23703 Revision Number DATE ISSUE DESCRIPTION Contra Costa County Fire Protection District Brentwood Fire Station 94 739 1ST STREET, BRENTWOOD, CA, 94513 4005 PORT CHICAGO HWY, CONCORD, CA 94520 FIRE PROTECTION DISTRICT CONTRA COSTA COUNTY NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2023 Shah Kawasaki Architects Know what's below. Callbefore you dig.
R 570 10th Street, Suite 201 Oakland, CA 94607 09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE NOT FOR CONSTRUCTIONGENERAL NOTES C-101 ATAGGREGATE BASE ACRYLONITRILE-BUTADIENE-STYRENE ASPHALT CONCRETE BEGINNING OF CURB RETURN BLOWOFF BACK OF CURB BACK OF WALK BOTTOM CURB AND GUTTER CURB, GUTTER, AND SIDEWALK CENTERLINE CATCH BASIN CALIFORNIA BUILDING CODE 2019 CONSTRUCTION JOINT CLEANOUT CITY OF BRENTWOOD CONCRETE MASONRY UNIT DIAMETER DUCTILE IRON PIPE DRAWING EXISTING BACK OF WALK END OF CURB RETURN ELEVATION EDGE OF EXISTING PAVEMENT EDGE OF PAVEMENT, EXISTING PAVEMENT EASEMENT EXISTING FLOWLINE FIRE HYDRANT FACE OF CURB FEET GROUND GRADE BREAK HORIZONTAL HIGH POINT INSIDE DIAMETER INCH LINEAL FEET LAMP HOLE LOW POINT LEFT LIME TREATED SUB-BASE MAXIMUM MAINTENANCE HOLE MINIMUM NUMBER NON-REINFORCED CONCRETE PIPE NOT TO SCALE OUTSIDE DIAMETER PAVEMENT POINT OF CURVATURE POINT OF COMPOUND CURVATURE POINT OF TANGENCY POWER POLE POINT OF REVERSE CURVATURE POINT PUBLIC UTILITY EASEMENT POLYVINYL CHLORIDE PROPERTY LINE RADIAL OR RADIUS RIGHT-OF-WAY ROLL-CURB REINFORCED CONCRETE PIPE RETURN RADIUS POINT RIGHT SOLANO COUNTY STORM DRAIN SANITARY SEWER STREET LIGHT SIDEWALK STORM DRAIN MAINTENANCE HOLE SHEET SANITARY SEWER MAINTENANCE HOLE STATION STANDARD TOP OF CURB TOP OF WALL THROUGH TRAFFIC INDEX TYPICAL UNLESS NOTED OTHERWISE UNDERGROUND VAULT VITRIFIED CLAY PIPE VERTICAL WATER WEAKENED PLANE WATER SURFACE ELEVATION WEST EAST SOUTH NORTH PLUS OR MINUS @ABABS ACBCR BOBOC BOW BOT C & G C,G, & SW CL CBC.B.C. CJ COC.O.B. CMU DIA DIP DWG EBOW ECR ELEEP EPESMT EX. FLFHFOC FT. GGBHORIZ HPIDIN. LFLHLPLTLTS MAX MHMIN NO. NRCP NTS OD PPCPCC POT PPPRC PTPUE PVC PLRR/WRCRCP RET RPRTS.C. SDSSSLSWSDMH SHT SSMH STA STD TCTOW THRU TI TYP UNO UVVCP VERT WWP WSE (W) (E) (S) (N) ± ABBREVIATIONS 1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE CITY OF BRENTWOOD ABBREVIATION DESCRIPTION STANDARD SPECIFICATIONS AND PLANS, LATEST EDITION, AND ALL AMENDMENTS THERE TO-DATE. 2. PRIOR TO AND DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR BEING FAMILIAR WITH THE CURRENT CITY OF BRENTWOOD STANDARDS AND ALL UPDATES AND REVISIONS MADE TO ANY OF THE CITY OF BRENTWOOD STANDARD DETAILS SHOWN ON THESE PLANS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR BEING FAMILIAR WITH THE WRITTEN SPECIFICATIONS AND/OR OTHER STANDARD DETAILS NOT SHOWN BUT WHICH ARE INCLUDED IN THE "CITY OF BRENTWOOD STANDARD SPECIFICATIONS AND PLANS". 3. DRAWING NUMBERS SHOWN ON THE PLANS REFER TO CITY OF BRENTWOOD STANDARD PLANS, SHOWN THUS: CITY OF BRENTWOOD DETAIL 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN. SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AT HIS EXPENSE. 5. ALL TRENCH EXCAVATION SHALL BE IN ACCORDANCE WITH THE CITY OF BRENTWOOD'S STANDARD SPECIFICATIONS. 6. EXCAVATION OF 5 FEET OR MORE IN DEPTH WILL REQUIRE AN EXCAVATION PERMIT FROM THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY. 7. THE CONTRACTOR SHALL DEMOLISH, EXCAVATE, REMOVE AND DISPOSE OF ALL EXISTING CONCRETE CURB, GUTTER OR SIDEWALK, ASPHALT CONCRETE PAVING, AND DELETERIOUS MATERIAL AS REQUIRED TO CONSTRUCT THE CONTRACTED WORK. ALL SUCH EXCESS MATERIAL GENERATED SHALL BE DISPOSED OF FROM THE SITE BY THE CONTRACTOR. 8. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR ANY WORK DONE WITHIN THE CITY RIGHT-OF-WAY FROM THE CITY OF BRENTWOOD PUBLIC WORKS DEPARTMENT, AND NOTIFY THE CITY 48 HOURS IN ADVANCE OF STARTING ANY WORK TO BE ACCEPTED FOR OWNERSHIP AND MAINTENANCE BY THE CITY OF BRENTWOOD. 9. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THE OWNER AND THE ENGINEER DO NOT ACCEPT RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO COMMENCING ANY WORK, THE CONTRACTOR SHALL HAVE EACH UTILITY COMPANY ACCURATELY LOCATE IN THE FIELD THEIR MAINS AND SERVICE LINES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES. 10. ATTENTION IS CALLED TO: SECTION 1540 (A) (1) OF THE CONSTRUCTION SAFETY ORDERS (TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973, AS AMENDED, WHICH STATES: "PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE WHETHER UNDERGROUND INSTALLATION I.E., SEWER, WATER, FUEL, ELECTRIC LINES, ETC., WILL BE ENCOUNTERED AND, IF SO, WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH AN INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING AND WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION." 11. THE CONTRACTOR SHALL CONTACT THE CITY OF BRENTWOOD AT LEAST 72 HOURS IN ADVANCE OF THE CONTRACTOR'S INTENT TO CONNECT TO PUBLIC UTILITIES TO COORDINATE THE CONNECTION TO PUBLIC WATER, SEWER AND STORM DRAINAGE SYSTEMS. 12. PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE EACH UTILITY COMPANY LOCATE IN THE FIELD THEIR MAIN SERVICE LINES. THE CONTRACTOR SHALL NOTIFY MEMBERS OF THE UNDERGROUND SERVICE ALERT (U.S.A.) 48 HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING THE TOLL-FREE NUMBER (800-227-2600). 13. THE CONTRACTOR SHALL CHECK WITH THE UTILITY COMPANIES AND VERIFY ALL UTILITY LOCATIONS. IT SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE OF HIS CONTRACT. THE CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH OTHER CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICES TO THE DEVELOPMENT. 14. WHENEVER EXISTING PAVEMENT IS BROKEN OR CUT DURING THE INSTALLATION OF THE WORK COVERED BY THESE PLANS AND SPECIFICATIONS, THE PAVEMENT SHALL BE REPLACED WITH PAVEMENT MATERIALS EQUAL TO OR BETTER THAN THE MATERIALS USED IN THE ORIGINAL PAVING. THE FINISHED PAVEMENT SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER IF LOCATED WITHIN CITY RIGHT-OF-WAY, ALONG THE PROPERTY FRONTAGE. 15. PAYMENT FOR PAVEMENT WILL BE MADE FOR THE AREAS SHOWN ON THE PLANS. REPLACEMENT OF PAVEMENT WHICH IS BROKEN OR CUT IN THE INSTALLATION OF THE IMPROVEMENTS COVERED BY THESE PLANS AND SPECIFICATIONS, AND WHICH LIES OUTSIDE OF SAID AREAS, SHALL BE INCLUDED IN THE STREET CONTRACTOR'S UNIT PRICE FOR PAVEMENT, AND NO ADDITIONAL PAYMENT SHALL BE MADE FOR SUCH WORK. 16. THE CONTRACTOR SHALL EXPOSE EXISTING STORM DRAINS, WATER MAINS, AND SANITARY SEWERS WHERE CONNECTIONS AND CROSSINGS ARE TO BE MADE SO EXISTING FLOWLINES AND LOCATIONS CAN BE VERIFIED BEFORE THE START OF CONSTRUCTION. 17. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 18. THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY OF BRENTWOOD FOR USE OF WATER FROM FIRE HYDRANTS FOR CONSTRUCTION PURPOSES. THE PERMIT SHALL BE APPROVED BY THE CONTRA COSTA COUNTY FIRE DEPARTMENT. 19. THE PROPERTY OWNERS, DEVELOPERS, AND/OR SUCCESSORS IN INTEREST SHALL COMPLY WITH THE PROVISIONS OF THE CALIFORNIA GENERAL CONSTRUCTION ACTIVITY STORM WATER PERMIT AND STATE WATER RESOURCES CONTROL BOARD ORDER NUMBER 99-08-DWQ COMPLIANCE IS MANDATORY PER THE CITY OF BRENTWOOD'S GRADING AND EROSION CONTROL STANDARDS. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND LICENSES REQUIRED FOR THE CONSTRUCTION AND COMPLETION OF THE PROJECT. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT AND A GRADING AND EROSION CONTROL PERMIT PRIOR TO STARTING ANY WORK, UNLESS OTHERWISE APPROVED BY THE CITY. 21. WHERE COMBINATIONS OF SIDEWALK OR CURB AND GUTTER ARE POURED CONTIGUOUS TO EXISTING, ALL ADJOINING EXISTING CONCRETE VERTICAL FACES SHALL BE DOWELED. ALL ABUTTING SIDEWALK ENDS SHALL BE DOWELED MID-SECTION VERTICALLY WITH TWO DOWELS FOR FOUR THROUGH SIX-FOOT WIDE SIDEWALK AND THREE DOWELS FOR WIDER SIDEWALK. ABUTTING CURB AND GUTTER ENDS SHALL BE DOWELED TWICE, 18 INCHES APART AT GUTTER PAN MID-SECTION. DOWEL CONNECTIONS OF LONGITUDINAL RUNS OF SIDEWALK TO BACK OF CURB SHALL BE THREE FEET ON CENTER. ALL DOWELS SHALL BE 16 INCHES LONG, GRADE 60; #4 REBAR PENETRATING FOUR INCHES. THE DOWEL HOLE SHALL BE 5/8-INCH DIAMETER AT A SLIGHT HORIZONTAL ANGLE FROM PERPENDICULAR. THE PENETRATING PORTION OF THE DOWEL AND THE ENTIRE (CLEANED) VERTICAL SURFACE OF THE ADJOINING, EXISTING CONCRETE SHALL BE THOROUGHLY COATED WITH STATE STANDARD TWO-PART EPOXY 22. DUST CONTROL SHALL BE PERFORMED AT ALL TIMES, AT THE CONTRACTORS' EXPENSE, TO MINIMIZE ANY DUST NUISANCE AND SHALL BE IN ACCORDANCE WITH SECTION 10 OF CALTRANS STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THE CITY OF BRENTWOOD. 23. THE CONTRACTOR SHALL FURNISH, INSTALL OPERATE AND MAINTAIN ALL MACHINERY, APPLIANCES AND EQUIPMENT TO MAINTAIN ALL EXCAVATIONS FREE FROM WATER DURING CONSTRUCTION, AND SHALL DEWATER AND DISPOSE OF THE WATER SO AS TO NOT CAUSE INJURY TO PUBLIC OR PRIVATE PROPERTY, OR TO CAUSE A NUISANCE OR MENACE TO THE PUBLIC. THE DEWATERING SYSTEM SHALL BE INSTALLED AND OPERATED SO THE GROUNDWATER LEVEL OUTSIDE THE EXCAVATION IS NOT REDUCED TO THE EXTENT WHICH WOULD CAUSE DAMAGE OR ENDANGER ADJACENT STRUCTURES OR PROPERTY. ALL COSTS FOR DEWATERING SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ALL PIPE CONSTRUCTION. THE STATIC WATER LEVEL SHALL BE DRAWN DOWN A MINIMUM OF 1 FOOT BELOW THE BOTTOM OF EXCAVATION OF ANY FILL TO THE SPECIFIED DENSITY. DISPOSAL OF WATER SHALL BE IN ACCORDANCE WITH THE APPROVED SWPPP AND SHALL NOT DAMAGE PROPERTY, CREATE A PUBLIC NUISANCE OR VIOLATE THE LAW. THE CONTRACTOR SHALL HAVE ON HAND, PUMPING EQUIPMENT AND MACHINERY IN GOOD WORKING CONDITION FOR EMERGENCIES AND SHALL HAVE WORKMEN AVAILABLE FOR ITS OPERATION. THE DEWATERING SYSTEM SHALL OPERATE CONTINUOUSLY UNTIL BACK-FILL HAS BEEN COMPLETED TO 1 FOOT ABOVE THE NORMAL STATIC GROUNDWATER LEVEL. 24. SITE PREPARATION SHALL INCLUDE STRIPPING AND REMOVAL OF ALL VEGETATION AND ANY DEBRIS FROM THE CONSTRUCTION AREAS. THE DEPTH OF STRIPPING ONSITE SHALL BE EVALUATED BY THE OWNER'S SOILS ENGINEER. 25. ANY VOIDS LEFT BY THE REMOVAL OF UNDERGROUND UTILITIES OR OTHER BURIED OBJECTS SHALL BE CLEANED OF ALL LOOSE SOILS AND SHALL BE PROPERLY BACKFILLED WITH ENGINEERED FILLED THAT THE OWNER'S SOIL ENGINEER APPROVES, MONITORS, TESTS, AND APPROVES. 26. THE SUBGRADE SOILS BENEATH ALL PAVING AREAS SHOULD BE COMPACTED TO A MINIMUM OF 95% OF THE DRY DENSITY WHICH THE OWNER'S SOIL ENGINEER SPECIFIES. 27. IF ANY SOFT OR LOOSE SOIL POCKETS ARE FOUND ONSITE DURING THE STRIPPING OR RECOMPACTION PROCESS, THEY SHALL BE OVER EXCAVATED AND RECOMPACTED. 28. ENGINEERED FILL SHALL BE PLACED IN HORIZONTAL LAYERS A MAXIMUM OF 8 INCHES IN LOOSE THICKNESS AND BE COMPACTED TO A MINIMUM OF 90 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY THE OWNER'S SOIL ENGINEER. 29. SUBGRADE SOILS UNDER EXTERIOR CONCRETE SHALL BE MOISTURE CONDITIONED AS APPROVED, TESTED AND INSPECTED BY THE OWNER'S SOIL ENGINEER. 30. CONTRACTOR SHALL MAINTAIN MOISTURE CONDITION RIGHT UP TO POURING OF CONCRETE. 31. ALL CITY OF BRENTWOOD STANDARD DETAILS REFER TO THE CITY OF BRENTWOOD PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS AND DETAILS, LATEST EDITION, UNLESS OTHERWISE NOTED. 32. RETAINING WALLS MAY REQUIRE A SEPARATE PERMIT. CONCRETE NOTES A. GENERAL: ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI AND CBC CODES. B. CONCRETE STRENGTH, CEMENT, WATER AND SLUMP SHALL CONFORM TO SPECIFICATION SECTION 32 13 13. 1) CURING: KEEP WET MINIMUM OF 7 DAYS OR APPLY MEMBRANE CURING COMPOUND APPROVED BY THE ENGINEER. 2) VIBRATION: ALL CONCRETE SHALL BE VIBRATED INTO PLACE WITH A MECHANICAL VIBRATOR. 3) FORM REMOVAL: SIDE FORMS OF FOUNDATIONS AND SLABS AFTER A MINIMUM OF 2 DAYS. 4) TESTING: IN ACCORDANCE WITH ACI-318 LATEST VERSION, CHAPTER C. REINFORCING MATERIALS: 1) DEFORMED BARS: ASTM A615 GRADE 60, UNLESS OTHERWISE NOTED. 2) ELECTRIC WELDED WIRE FABRIC (WWF): ASTM A-185. 3) FOR SLABS ON GROUND, REINFORCING SHALL BE HELD IN PLACE AT THE CENTERLINE OF THE SLAB BY MEANS OF CONCRETE BLOCKS, BAR CHAINS OR OTHER APPROVED METHOD. BARS SHALL NOT BE POSITIONED BY PULLING UP WITH HOOKS AS CONCRETE IS POURED. D. MISCELLANEOUS: 1) PROVIDE 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS OTHERWISE NOTED ON PLANS. 2) ANCHOR BOLTS AND DOWELS MUST BE SECURELY SUPPORTED IN PLACE BEFORE POURING CONCRETE TO ENSURE PROPER LOCATION PER PLAN. E. CONCRETE BONDING AGENT (CBA) 1) SIKA ARMATEC 110 EPOCEM. 2) WR MEADOWS SEALTIGHT INTRALOK OR APPROVED EQUIVALENT. 3) PRIOR TO APPLYING CBA, EXISTING CONCRETE SURFACE SHALL BE ROUGHENED TO A 1/4" AMPLITUDE AND CLEANED OF ALL DEBRIS. APPLY CBA PER MANUFACTURER'S RECOMMENDATIONS. F. SPECIAL INSPECTION: 1) PROVIDE SPECIAL INSPECTION IN ACCORDANCE WITH CALIFORNIA BUILDING CODE REQUIREMENTS FOR ALL RETAINING WALL CONCRETE. UTILITY NOTES WATER 1. ALL WATER LINES SHALL BE PRESSURE-TESTED, DISINFECTED, FLUSHED, AND TESTED FOR BACTERIA IN CONFORMANCE WITH THE CITY OF BRENTWOOD SPECIFICATIONS PRIOR TO FINAL ACCEPTANCE BY THE CITY. 2. ALL WATER SERVICES SHALL BE 1" MINIMUM. WATER SERVICE SHALL BE CONNECTED TO WATER MAINS WITH TWO-STRAP BRONZE SADDLES. CITY SHALL MAKE ALL TAPS ON EXISTING WATER MAINS ONLY. 3. ALL VALVES, TEES AND CROSSES TO BE FLANGED TO THEIR RESPECTIVE FITTINGS. WATER VALVES TO BE RESILIENT SEAT ONLY. 4. WATER MAINS AT THE END OF FUTURE STREETS SHALL HAVE TWO (2) HALF-LENGTHS OF PIPE BETWEEN GATE VALVE AND BLOW-OFF. DEFLECTION OF WATER LINES SHALL NOT EXCEED 80% OF MANUFACTURER’S SPECIFICATIONS. 5. WATER MAINS PIPE: a. POLYVINYL CHLORIDE (PVC) PIPE PER CITY OF BRENTWOOD 2020 SPECIFIC PROVISIONS SECTION 130-1.02B b. DUCTILE IRON PIPE (DIP) PER CITY OF BRENTWOOD 2020 SPECIFIC PROVISIONS SECTION 130-1.02A c. FIRE WATER LINES SHALL BE C900, CLASS 200, DR 14 6. FIRE HYDRANTS SHALL CONFORM TO THE CITY OF BRENTWOOD STANDARD DETAILS AND SPECIFICATIONS AND AWWA SPECIFICATIONS, C-503-88, FOR WET-BARREL FIRE HYDRANTS. ALL HYDRANTS SHALL BE PAINTED WITH KELLY-MOORE 1700-63 SAFETY YELLOW GLOSS ALKYD RUST INHIBITIVE ENAMEL OR APPROVED EQUAL. 7. ALL VALVE STEMS MUST BE BROUGHT TO A MINIMUM OF 4' BELOW FINISH GRADE WITH STEM EXTENSION UNITS. 8. THRUST BLOCKS SHALL BE PROVIDED AT ALL REQUIRED LOCATIONS ON WATER LINE IN ACCORDANCE WITH THE CITY OF BRENTWOOD SPECIFICATIONS AND DETAILS. 9. ALL BACKFLOW DEVICES SHALL BE INSTALLED WITH A WEATHER BLANKET FOR PROTECTION. STORM DRAIN 1. STORM DRAIN PIPE SIZES SHALL NOT BE CHANGED WITHOUT THE APPROVAL OF THE DESIGN ENGINEER. 2. STORM DRAIN PIPE: a. REINFORCED CONCRETE PIPE (RCP) PER CITY OF BRENTWOOD 2020 SPECIFIC PROVISIONS SECTION 110-1.02A, LATEST EDITION 3. CATCH BASINS TO BE CONSTRUCTED PER CITY OF BRENTWOOD STANDARD DETAILS AND SPECIFICATIONS. 4. ALL CONSTRUCTION SITE ACTIVITIES, REGARDLESS OF PROJECT SIZE, SHALL CONFORM TO THESE STANDARDS . PROJECTS GREATER THAN ONE (1) ACRE SHALL ALSO CONFORM TO THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) GENERAL CONSTRUCTION ACTIVITY STORM WATER PERMIT. SANITARY SEWER 1. SANITARY SEWER PIPE: a. REINFORCED CONCRETE PIPE (RCP) PER CITY OF BRENTWOOD STANDARD SPECIFICATION SECTION 120-1.02A, LATEST EDITION b. VITRIFIED CLAY PIPE PER CITY OF BRENTWOOD STANDARD SPECIFICATION SECTION 120-1.02B, LATEST EDITION c. DUCTILE IRON PIPE (DIP) PER CITY OF BRENTWOOD STANDARD SPECIFICATION SECTION 120-1.02C, LATEST EDITION d. POLYVINYL CHLORIDE (PVC) PIPE PER CITY OF BRENTWOOD STANDARD SPECIFICATION SECTION 120-1.02D, LATEST EDITION 2. ALL SANITARY SEWER MAINS SHALL BE TELEVISION INSPECTED, FLUSHED WITH AN APPROVED SEWER BALL AND PASS A LEAKAGE TEST IN CONFORMANCE WITH CITY OF BRENTWOOD STANDARD SPECIFICATIONS PRIOR TO ACCEPTANCE BY THE CITY. ALL TESTING SHALL BE PERFORMED AFTER THE COMPACTION FOR STREET BASE ROCK AND PRIOR TO PAVING. GENERAL NOTES GENERAL NOTES CONT. ASPHALT CONCRETE NOTES A. ALL AGGREGATE BASE SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS SECTION 26. B. ASPHALT CONCRETE SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS SECTION 39, TYPE A, 1/2" AND 3/8" MIXES. C. BASE COURSE SHALL BE 1/2" MAX AGGREGATE SIZE TYPE A HMA CONFORMING TO CALTRANS STANDARD SPECIFICATIONS SECTION 39. D. SURFACE COURSE SHALL BE 3/8" MAX AGGREGATE SIZE TYPE A HMA CONFORMING TO CALTRANS STANDARD SPECIFICATIONS SECTION 39. E. ASPHALT BINDER SHALL BE PG 64-10 CONFORMING TO CALTRANS STANDARD SPECIFICATIONS SECTION 92. PAVEMENT SUBGRADE PAVEMENT MAX=14" CONCRETE MAX=8" 24" 30" 36" 42"APPROXIMATE BURIAL DEPTHS 1 NOT TO SCALE FINISHED GRADE IRRIGATION, GAS, AND HV ELECTRICAL FIRE AND DOMESTIC WATER STORM/SANITARY SEWER/PROCESS WASTE MV ELECTRICAL, COMMUNICATIONS, AND SPARE CONDUITS STORM MAYBE AS SHALLOW AS 10" COVER UNDER DOCK SLABS AND AT RWL CONNECTIONS 1" TYPICAL SANITARY SEWER FORCE MAIN NOT FOR CONSTRUCTION Page 492 of 590
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TEL UT
UT WMWT WT
WT 76.0 75.5 76.5 76.0 75.5 75.5 75.0 75.0 76.0 75.5
76.0 SDSD SS
12"SS 12"SS SS
8"W 8"W 1 1/2"W G
6"W 6"W ESSDI RIM 75.43 INV 72.88 6" M Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 LKJHGFEDCBA Architect of Record Consultant CLIENT Project MLKJHGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 23703 Revision Number DATE ISSUE DESCRIPTION Contra Costa County Fire Protection District Brentwood Fire Station 94 739 1ST STREET, BRENTWOOD, CA, 94513 4005 PORT CHICAGO HWY, CONCORD, CA 94520 FIRE PROTECTION DISTRICT CONTRA COSTA COUNTY NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2023 Shah Kawasaki Architects Know what's below. Callbefore you dig. R 570 10th Street, Suite 201 Oakland, CA 94607 09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE NOT FOR CONSTRUCTIONTOPOGRAPHIC AND DEMOLITON PLAN C-200 10' SCALE: 1"=10' 0' 5' 20' DIABLO WAY REMOVE AND DISPOSE OF EXISTING ASPHALT PAVING AND BASE MATERIAL REMOVED AND DISPOSE OF EXISTING CONCRETE PAVING AND BASE MATERIAL LEGEND RIGHT-OF-WAY/ PROPERTY LINE EASEMENT LINE EXISTING STORM DRAIN LINE EXISTING WATER LINE EXISTING SANITARY SEWER LINE 22.0 EXISTING GROUND CONTOUR 10"FS EXISTING FIRE SERVICE LINE 12"W OH OVERHEAD TELE TELEPHONE LINE GAS GAS LINE 15"SD 8"SS CLEAR AND GRUB EXISTING LANDSCAPE PER THE PROJECT GEOTECHNICAL REPORT AND CAP IRRIGATION AS NECCESSARY 12456 KEY NOTES PROTECT IN PLACE EXISTING SANITARY SEWER LINE/STRUCTURE 9 PROTECT IN PLACE EXISTING VERTICAL CURB AND GUTTER SAWCUT REMOVE AND DISPOSE OF EXISTING STORM DRAIN LINE/STRUCTURE CLEAR AND GRUB EXISTING LANDSCAPE PER THE PROJECT GEOTECHNICAL REPORT 7 PROTECT IN PLACE EXISTING WATER LINE/STRUCTURE 8 REMOVE EXISTING STRIPING BY GRINDING OR BLACKING OUT PAVEMENT 10 PROTECT IN PLACE EXISTING POWER POLE AND OVERHEAD LINE 11 PROTECT IN PLACE EXISTING UTILITY VAULT AND ADJUST TO GRADE AS NECESSARY PROTECT IN PLACE EXISTING VALLEY GUTTER 3 REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER 1213 PROTECT IN PLACE EXISTING WALL REMOVE AND RELOCATE EXISTING STREET LIGHT AND PULL BOX. SEE ELECTRICAL DRAWINGS BRENTWOOD VETERANS MEMORIAL BUILDING 1ST STREET 118 94 3 6 4 9 7 7 2 511 1010 TYP. FIRST STREET PLAZA 4 4 TYP. 6 TYP. TYP. 12 13 813 6 8 14 REMOVE AND DISPOSE OF EXISTING SIDEWALK 14 15 PROTECT IN PLACE EXISTING RAMP 16 PROTECT IN PLACE EXISTING SIDEWALK 16 16 15 6 3 1 17 REMOVE AND DISPOSE OF EXISTING VALLEY GUTTER AS NECESSARY TO ACOMMODATE PROPOSED IMPROVEMENTS. REPAIR EXISTING VALLEY GUTTER IN KIND 17 1 18 REMOVE AND DISPOSE OF EXISTING CHAINLINK FENCE 18 6 6 NOT FOR CONSTRUCTION Page 493 of 590
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TEL UT
UT WMWT WT
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18'
TYP. 9' 9' 5.66' 7.8'
25.09' 5' 5.4' 9' TYP.
9.75'
TYP. 7.15' 5' 5.16' 8.3' 9' 12' 5' 5.64' 16.83'
18' 14.2'
4.77' 9' 9' 9' 9' 9'
7.58' 9.75' 16.08'
5.83' 6.67'
5.08'
18' M Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 LKJHGFEDCBA Architect of Record Consultant CLIENT Project MLKJHGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 23703 Revision Number DATE ISSUE DESCRIPTION Contra Costa County Fire Protection District Brentwood Fire Station 94 739 1ST STREET, BRENTWOOD, CA, 94513 4005 PORT CHICAGO HWY, CONCORD, CA 94520 FIRE PROTECTION DISTRICT CONTRA COSTA COUNTY NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2023 Shah Kawasaki Architects Know what's below. Callbefore you dig. R 570 10th Street, Suite 201 Oakland, CA 94607 09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE NOT FOR CONSTRUCTIONPAVING AND DIMENSIONING PLAN C-300 10' SCALE: 1"=10' 0' 5' 20'
DIABLO WAY
1ST STREET KEY NOTES FLUSH CURB PER DETAIL 1 ON SHEET C-700 TRASH ENCLOSURE. REFER TO ARCHITECTURAL DRAWINGS VEHICULAR ACCESS GATE. REFER TO ARCHITECTURAL DRAWINGS STEEL BOLLARD. REFER TO ARCHITECTURAL DRAWINGS FIRE HYDRANT PER CITY OF BRENTWOOD STANDARD DRAWING NO. W-2 PARKING CANOPY. REFER TO ARCHITECTURAL PLANS PEDESTRIAN CONCRETE 5" PORTLAND CEMENT CONCRETE (3,000 PSI) W/ #4 @ 24" O.C. EACH WAY OVER 4" CLASS II AB OVER 18" LIME-TREATED SUBGRADE PREPARED PER THE SUBGRADE PREPARATION NOTES ON THIS SHEET. INSTALL JOINTS PER ACI 330R-08 SECTION 3.7 - JOINTING VEHICULAR & TRASH ENCLOSURE CONCRETE 7.5" PORTLAND CEMENT CONCRETE (3,500 PSI) W/ #4 @ 24" O.C. EACH WAY OVER 6" CLASS II AB OVER 18" LIME-TREATED SUBGRADE PREPARED PER THE SUBGRADE PREPARATION NOTES ON THIS SHEET. INSTALL JOINTS PER ACI 330R-08 SECTION 3.7 - JOINTING FLOW-THROUGH PLANTER FLOW-THROUGH PLANTER PER DETAILS 4 AND 5 ON SHEET C-700 LEGEND EQUIPMENT PAD CONCRETE CONCRETE PAD FOR GENERATOR, GENERATOR PANEL, DIESEL CONVAULT, AND PG&E TRANSFORMER WILL BE A DEFERRED SUBMITTAL. CONCRETE SHALL BE FLUSH WITH PAVING UNLESS OTHERWISE NOTED PERMEABLE PAVER SYSTEM 60MM PERMEABLE PAVER OVER 8" CLASS II PERMEABLE ROCK OVER SUBGRADE PREPARED PER THE SUBGRADE PREPARATION NOTES ON THIS SHEET 6" VERTICAL CURB AND GUTTER PER CITY OF BRENTWOOD STANDARD DRAWING NO. ST-23 LANDSCAPE REFER TO LANDSCAPE PLANS ACCESSIBLE PARKING SIGNAGE MOUNTED TO CMU WALL PER DETAIL 1 ON SHEET C-701 ACCESSIBLE PARKING SYMBOL PER DETAIL 2 ON SHEET C-701 6' HIGH CMU WALL PER ARCHITECTURAL DETAILS FIRE LANE CURB PAINTING CONCRETE CURB SHALL HAVE THE WORDS "NO PARKING FIRE LANE" PAINTED AT INTERVALS NO MORE THAN TWENTY-FIVE FEET. LETTERS SHALL BE BLOCK STYLE, MINIMUM FIVE (5) INCHES WITH A STROKE OF NOT LESS THAN 3/4 INCH, AND SHALL BE WHITE ON A RED BACKGROUND. 123456789101112 ASPHALT DEEP LIFT 12" ASPHALT DEEPLIFT OVER SUBGRADE PREPARED PER THE SUBGRADE PREPARATION NOTES ON THIS SHEET BUILDING OVERHANG SUBGRADE PREPARATION FOR EXTERIOR FLATWORK EXPANSIVE SUBGRADES SHOULD BE SCARIFIED AT LEAST 18 INCHES AND UNIFORMLY MOISTURE CONDITIONED TO A RANGE BETWEEN 2 PERCENT OVER AND 5 PERCENT OVER THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE ASTM D1557 METHOD, LATEST EDITION. THE SUBGRADE SHOULD BE MECHANICALLY COMPACTED TO AT LEAST 90 PERCENT RELATIVE COMPACTION PER THE ASTM D1557 METHOD. THE MOISTURE CONTENT OF THE SUBGRADE SHOULD BE MAINTAINED IN ITS COMPACTED STATE AND NOT BE ALLOWED TO DRY OUT PRIOR TO PLACING AGGREGATE BASE OF THE NEXT FILL LAYER. FOR NON-EXPANSIVE SUBGRADES (I.E. COHESIONLESS SOILS SUCH AS SANDS), THE SUBGRADES SHOULD BE SCARIFIED AT LEAST 18 INCHES AND UNIFORMLY MOISTURE CONDITIONED TO SLIGHTLY ABOVE THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE ASTM D1557 METHOD, LATEST EDITION. THE SUBGRADE SHOULD BE MECHANICALLY COMPACTED TO AT LEAST 90 PERCENT RELATIVE COMPACTION PER THE ASTM D1557 METHOD. THE MOISTURE CONTENT OF THE SUBGRADE SHOULD BE MAINTAINED IN ITS COMPACTED STATE AND NOT BE ALLOWED TO DRY OUT PRIOR TO PLACING THE AGGREGATE BASE OR THE NEXT FILL LAYER. SUBGRADE PREPARATION NOTES BRENTWOOD VETERANS MEMORIAL BUILDING 3 1 113 10 8 2 7 9 104 11 FIRST STREET PLAZA 12 12 DRIVEWAY PER CITY OF BRENTWOOD STANDARD DRAWING NO. ST-7a 5 VELOCITY DISSIPATION COBBLE 8" THICK LAYER OF 1"-6"Ø COBBLE UNDERLAIN BY 10 MIL VISQUEEN PLASTIC SHEETING 6' FENCE WITH MFC CLADDING OVER STEEL POSTS PER ARCHITECTURAL DRAWINGS 1314 GENERATOR WALL PER ARCHITECTURAL DRAWINGS 15 PRECAST PG&E TRANSFORMER PAD 6 TYP. 6 TYP. 6 TYP. 10 10 10 1 2 BRENTWOOD FIRE STATION 94 16 FLAG POLE. REFER TO ARCHITECTURAL DRAWINGS 16 TRENCH RESTORATION REPAIR EXISTING ASPHALT DEMOLISHED TO ACCOMMODATE PROPOSED IMPROVEMENTS EQUAL TO OR GREATER THAN THE EXISTING STRUCTURAL SECTION 33 10 15 6 14 NOT FOR CONSTRUCTION Page 494 of 590 TEL UT
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76.0 SDTD 1 RIM 75.76 INV 73.65 12"N INV 73.65 12"SW SDTD 1 RIM 75.76 INV 73.46 12"NE INV 73.46 12"SW SDTD 2 RIM 75.86 INV 73.40 12"NE INV 73.40 12"SW SDTD 2 RIM 75.86 INV 73.35 12"NE INV 73.35 12" SW SDDI 3 RIM 75.94 INV 73.54 6"NW INV 73.54 8"NE INV 73.54 8"SE SDDI 1 RIM 75.99 INV 73.77 6"N INV 73.77 8"SW SDAD 3 RIM 75.78 INV 73.89 4"NW INV 73.89 6"S SDAD 2 RIM 75.74 INV 74.27 4"NE INV 74.27 4"SE SDDI 3 RIM 79.02 INV 76.02 4"NW INV 76.02 4"SE INV 76.02 2-6"SW SD BUBBLE UP 2 RIM 75.97 INV 74.24 12"SE SD BUBBLE UP 1 RIM 76.07 INV 74.49 12"NE INV 74.49 12"NW SDDI 4 RIM 75.84 INV 73.49 8"NW INV 73.49 8"SW SDDI 4 RIM 77.79 INV 74.79 3"X12"NE INV 74.79 4"SE SDDI 5 RIM 78.44 INV 75.44 3"X12"NE INV 75.44 4"NW INV 75.44 4"SESDAD 1 RIM 75.94 INV 74.58 4"SW SDDI 2 RIM 75.93 INV 73.56 8"SW 75.26P MATCH EX 74.89P MATCH EX 74.67P MATCH EX 75.46P MATCH EX 75.54P MATCH EX 75.97P 75.97C MATCH EX 76.91P 76.91C MATCH EX 76.28P 76.28C MATCH EX 76.03P 76.03C MATCH EX
1.87%
1.51%
1.49% 1.00%
1.01%
0.36% 1.05% 1.79% 1.57% 1.67%
1.87%
1.33% 1.00%
1.19%
1.50%
1.50% 9.26% 5.08% 1.80% 1.80% 10.01% 76.20C 76.50C 76.08TC 76.08C 76.03TC 76.03C 76.01TC 76.01C 76.09TC 76.09C 76.00TC 76.09C 76.00C 76.08TC 76.08C 76.01C 75.81C 76.09C 75.88C 75.97C 75.74C 75.86C 75.92C 76.07C 76.07C
1.50%
1.00% 0.35% 76.36C 76.06C 2.39% 2.35% FF=76.09 76.09C 76.09C 75.71C 75.61C 75.44C 75.35C 74.88TC 74.75FL 75.24TC 75.11FL 75.92C 75.83C 75.92C 75.83C 75.22C 75.13C 75.29C MATCH EX 75.08TC 74.58FL MATCH EX 6.97% 1.80% 76.09C 76.09C1.39%
4.97% 75.06TC 74.56FL 75.27TC 74.77FL 75.70TC 75.20FL 75.91TC 75.41FL MATCH EX 76.09C MATCH EX 75.97C 75.88C 1.82%
2.17%
0.99% 75.97TC 75.97C
1.39% 76.15C 1.76%
1.03%
1.17%
2.88% 1.20% 74.66P MATCH EX 74.86P MATCH EX
2.06% 3.12% 4.56% 1.76% 1.05% 8.85% 2.01% 3.00% 1.50%
1.25%
1.01% 4.03% 4.37% 1.17%
4.91% 1.20%1.45%1.98% 76.30TC 76.30C 76.30TC 76.30C 78.44TOW 78.44TOW 78.44TOW 78.44TOW 77.79TOW 77.79TOW 79.02TOW 79.02TOW 79.02TOW 79.02TOW 79.02TOW 79.02TOW 76.18C 76.08C 76.07C 75.99C 76.11C 75.38C 1.62% 1.00% 0.79% 76.11C M Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 LKJHGFEDCBA Architect of Record Consultant CLIENT Project MLKJHGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 23703 Revision Number DATE ISSUE DESCRIPTION Contra Costa County Fire Protection District Brentwood Fire Station 94 739 1ST STREET, BRENTWOOD, CA, 94513 4005 PORT CHICAGO HWY, CONCORD, CA 94520 FIRE PROTECTION DISTRICT CONTRA COSTA COUNTY NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2023 Shah Kawasaki Architects Know what's below. Callbefore you dig. R 570 10th Street, Suite 201 Oakland, CA 94607 09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE NOT FOR CONSTRUCTIONGRADING PLAN C-400 10' SCALE: 1"=10' 0' 5' 20' 1ST STREET
DIABLO WAY GRADING LEGEND 50.0 EXISTING CONTOUR KEY NOTES 1 FLOW-THROUGH PLANTER PER DETAIL 3 ON SHEET C-700 32 2% MAX SLOPE IN ALL DIRECTIONS 5% MAX SLOPE IN DIRECTION OF TRAVEL, 2% MAX CROSS SLOPE 45 TRENCH DRAIN ESTIMATED GRADING QUANTITIES PER 2022 CBC 105.3 AND 2022 CBC J104.1 THE ESTIMATED GRADING QUANTITIES ARE: FACTORED CUT 307 CY FACTORED FILL 49 CY TOTAL 258 CY BRENTWOOD VETERANS MEMORIAL BUILDING 4 1 2 FIRST STREET PLAZA 33 1 3 FLOW-THROUGH PLANTER PER DETAIL 4 ON SHEET C-700 2 2 3 2 5 3 2 BRENTWOOD FIRE STATION 94 5 NOT FOR CONSTRUCTION Page 495 of 590
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M Drawing No. Drawing Title 16 15 14 13 12 11 10
9 8
7 6
5 4
3 2
1 LK
JHG
FED
C
B
A Architect of Record Consultant CLIENT Project
M
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B
A 16 15 14 13 12 11 10
9 8
7 6
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1 SKA Project Number: 23703 Revision Number DATE ISSUE DESCRIPTION Contra Costa County Fire Protection District Brentwood Fire Station 94 739 1ST STREET, BRENTWOOD, CA, 94513 4005 PORT CHICAGO HWY, CONCORD, CA 94520 FIRE PROTECTION DISTRICT CONTRA COSTA COUNTY NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2023 Shah Kawasaki Architects Know what's below. Callbefore you dig.
R 570 10th Street, Suite 201 Oakland, CA 94607 09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE NOT FOR CONSTRUCTIONUTILITY PLAN C-500 10' SCALE: 1"=10' 0' 5' 20' 1ST STREET
DIABLO WAY PROPOSED GATE VALVE PROPOSED FIRE HYDRANT PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE PROPOSED PERFORATED STORM DRAIN LINE PROPOSED FIRE SERVICE LINE PROPOSED FIRE DEPARTMENT CONNECTION SSWFSFH PROPOSED FIRE HYDRANT LINE PROPOSED CLEANOUT SD PERF LEGEND RWL PROPOSED RAINWATER LEADER SD PROPOSED STORM DRAIN LINE PROPOSED MANHOLE PROPOSED AREA DRAIN IRR PROPOSED IRRIGATION LINE PROPOSED DRAIN INLET WM PROPOSED WATER METER BFP PROPOSED BACKFLOW PREVENTOR 1 2 3"X12" CURB-O-LET
3 SANITARY SEWER CLEANOUT PER DETAIL 5 ON SHEET C-701
4 5 STORM DRAIN OUTFALL678101112 18"X18" SQUARE STORM DRAIN INLET PER CITY OF BRENTWOOD STANDARD DRAWING NO. L-26 1314 FLOW-THROUGH PLANTER PER DETAIL 3 ON SHEET C-700AND THE CONTRA COSTA COUNTY CLEAN WATER PROGRAM 15 4"Ø PERFORATED FLAT DRAIN LOCATED AT BOTTOM OF CLASS II PERMEABLE ROCK LAYER SAND OIL SEPARATOR PER CITY OF BRENTWOOD STANDARD DRAWING NO. SS-6 4" TRENCH DRAIN PER DETAIL 4 ON SHEET C-701 RAINWATER LEADER LOCATION. SEE PLUMBING PLANS FOR CONTINUATION 12"x12" SQUARE STORM DRAIN INLET PER CITY OF BRENTWOOD STANDARD DRAWING NO. L-26 STORM DRAIN MANHOLE PER CITY OF BRENTWOOD STANDARD DRAWING NO. SD-1 WITH WIER PER DETAIL 2 ON SHEET C-700 CONNECT TO EXISTING WATER MAIN. CONTRACTOR TO VERIFY PIPE SIZE, INVERT, MATERIAL AND LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IMMEDIATELY OF ANY CONFLICTS 12" AREA DRAIN PER CITY OF BRENTWOOD STANDARD DRAWING NO. L-27 KEY NOTES CONNECT TO EXISTING SANITARY SEWER LINE. CONTRACTOR TO VERIFY PIPE SIZE, INVERT, MATERIAL AND LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IMMEDIATELY OF ANY CONFLICTS BRENTWOOD VETERANS MEMORIAL BUILDING FIRST STREET PLAZA 3 C-700
3 C-700
4 C-700
4 C-700 DS PROPOSED DOWNSPOUT LOCATION
1 8
8 9 FLOW-THROUGH PLANTER PER DETAIL 4 ON SHEET C-700AND THE CONTRA COSTA COUNTY CLEAN WATER PROGRAM 2 2
3 3
7 7 7
4 4
4 6
9 10 TYP. 161718192021222325262427 FIRE DEPARTMENT CONNECTION PER DETAIL 6 ON SHEET C-701 6" BACKFLOW PREVENTION ASSEMBLY PER CITY OF BRENTWOOD STANDARD DRAWING NO. W-9 2" DOMESTIC BACKFLOW PREVENTION ASSEMBLY AND METER PER CITY OF BRENTWOOD STANDARD DRAWING NO. W-8 1.5" IRRIGATION BACKFLOW PREVENTION ASSEMBLY AND LANDSCAPE POINT OF CONNECTION. SEE LANDSCAPE PLANS FOR CONTINUATION FIRE SPRINKLER POINT OF CONNECTION. SEE FIRE PROTECTION PLANS FOR CONTINUATION TRASH ENCLOSURE DRAIN WITH P-TRAP AND ELECTRIC TRAP PRIMER PER DETAIL 3 ON SHEET C-701, CONNECT TO EXISTING SEWER SYSTEM. CONNECT PRIMER TO DOMESTIC WATER SYSTEM FIRE HYDRANT PER CITY OF BRENTWOOD STANDARD DRAWING NO. W-2 THRUST BLOCK PER CITY OF BRENTWOOD STANDARD DRAWING NO. W-15 2" SEWER VENT TO ROOF, PLUMB TO ENCLOSURE WALL 3/4" WATER SUPPLY FOR TRASH ENCLOSURE DRAIN ELECTRIC TRAP PRIMER GATE VALVE PER CITY OF BRENTWOOD STANDARD DRAWING NO. W-13 11 12 1313 13 13 14 15 1523 16 1718 19 20 21 2215 23 21 22 23 TYP. 25 23 23 AUTOMATIC STORMWATER DIVERSION SYSTEM LAYOUT NO SCALE 18" 3-WAY ELECTRICALLY AUTOMATED BALL VALVE WILL DIVERT FIRE TRUCK WASH WATER TO THE SANITARY SEWER SYSTEM AND RAINWATER TO THE STORM DRAIN SYSTEM. B26 UTILITY BOX WITH H-20 TRAFFIC-RATED LID 12" SD 6" SS 6" SD 4" TRENCH DRAIN 27A 27 AUTOMATIC STORMWATER DIVERSION SYSTEM, ATTITUDE SYSTEMS, OR APPROVED EQUAL PER DETAIL 1 ON THIS SHEET 27A. 8" AUTOMATED ELECTRONIC SYSTEM WITH 3-WAY VALVE, 1"Ø CONDUIT TO PANEL 27B. INSTALL SOLONOID RELAY ON HOSEBIB TO TRIGGER THE 3-WAY VALVE WHEN THE HOSE BIB IS FLOWING 27C. WALL MOUNTED CONTROLLER PANEL E
E
E 27B 27B 27C
1 4
4 7 1313 BRENTWOOD FIRE STATION 94 24
2 26 28 PROPOSED PUMP STATION AND DISCHARGE POINT PER DETAIL 7 ON SHEET C-701 28 CATHODIC PROTECTION NOTES: 1. ALL METALLIC MATERIALS ON THE WATER SYSTEM SHALL HAVE CATHODIC PROTECTION. 2. EACH FITTING SHALL HAVE AT LEAST ONE ANODE AND GROUPS OF FITTINGS SHALL HAVE AT LEAST TWO ANODES. THE CATHODIC PROTECTION CONTRACTOR INSTALLING THE MATERIALS SHALL PREPARE AND SUBMIT TO THE ENGINEER FOR REVIEW A SHOP DRAWING INDICATING THE NUMBER AND LOCATION OF THE ANODES, THE WEIGHT OF ANODES, THE CONSUMPTION CALCULATIONS OF THE ANODES FOR A 30 YEAR LIFE, THE LOCATION OF THE TEST STATIONS, AND ALL MATERIALS PROPOSED PER THE REQUIREMENTS IN THE PROJECT SPECIFICATIONS. 3 C-700
3 C-700
3 NOT FOR CONSTRUCTION Page 496 of 590
TEL 1 1/2"W G M Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 LKJHGFEDCBA Architect of Record Consultant CLIENT Project MLKJHGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 23703 Revision Number DATE ISSUE DESCRIPTION Contra Costa County Fire Protection District Brentwood Fire Station 94 739 1ST STREET, BRENTWOOD, CA, 94513 4005 PORT CHICAGO HWY, CONCORD, CA 94520 FIRE PROTECTION DISTRICT CONTRA COSTA COUNTY NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2023 Shah Kawasaki Architects Know what's below. Callbefore you dig. R 570 10th Street, Suite 201 Oakland, CA 94607 09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE NOT FOR CONSTRUCTIONSTORMWATER MANAGEMENT PLAN C-501 10' SCALE: 1"=10' 0' 5' 20' 1ST STREET
DIABLO WAY AREA DRAINING TO BMP DMA AREA (SF) POST-PROJECT SURFACE TYPE RUNOFF COEFFICIENT1 FACTORED AREA RUNOFF COEFFICIENT RECEIVING IMP DMA 1 303 BIORETENTION BASIN 1.00 303 0.92 IMP 1 6992 ASPHALT/CONCRETE 1.00 6992 0 ROOF 1.00 0 455 POROUS PAVERS 0.10 46 269 LANDSCAPE 0.10 27 0 GRAVEL 0.10 0 0 SELF-TREATING 0.00 0 DMA 2 204 BIORETENTION BASIN 1.00 204 0.97 IMP 2 122 ASPHALT/CONCRETE 1.00 122 3379 ROOF 1.00 3379 0 POROUS PAVERS 0.10 0 106 LANDSCAPE 0.10 11 0 GRAVEL 0.10 0 0 SELF-TREATING 0.00 0 DMA 3 118 BIORETENTION BASIN 1.00 118 0.90 IMP 3 29 ASPHALT/CONCRETE 1.00 29 691 ROOF 1.00 691 0 POROUS PAVERS 0.10 0 102 LANDSCAPE 0.10 10 0 GRAVEL 0.10 0 0 SELF-TREATING 0.00 0 REQUIRED IMP AREA BMP NAME BMP TYPE DRAINAGE AREA TO BMP (SF) DMA RUNOFF COEFFICIENT REQUIRED BMP AREA (SF)2 BMP AREA PROVIDED (SF) IMP 1 FLOW-THROUGH PLANTER 8019 0.92 295 303 IMP 2 FLOW-THROUGH PLANTER 3811 0.97 148 244 IMP 3 FLOW-THROUGH PLANTER 940 0.76 29 118 DRAINAGE MANAGEMENT AREA (DMA) BOUNDARY DRAINAGE MANAGEMENT AREA (DMA) ASPHALT/CONCRETE FLOW-THROUGH PLANTER LEGEND LANDSCAPE INTEGRATED MANAGEMENT PRACTICE ROOF NOTES: 1. RUNOFF COEFFICIENTS PER THE CONTRA COSTA COUNTY CLEAN WATER PROGRAM: STORMWATER C.3 GUIDEBOOK, STORMWATER QUALITY REQUIREMENTS FOR DEVELOPMENT APPLICATIONS DATED DECEMBER 23, 2022. TABLE 3.2, PAGE 40 2. THE REQUIRED BIORETENTION AREA IS DEFINED AS 4 PERCENT OF THE ADJUSTED TRIBUTARY AREA OF THE DMA PER THE CONTRA COSTA COUNTY CLEAN WATER PROGRAM: STORMWATER C.3 GUIDEBOOK, STORMWATER QUALITY REQUIREMENTS FOR DEVELOPMENT APPLICATIONS DATED DECEMBER 23, 2022, CHAPTER 3. 3. PER TABLE 1-1 ON PAGE 7 OF THE CONTRA COSTA COUNTY CLEAN WATER PROGRAM: STORMWATER C.3 GUIDEBOOK, STORMWATER QUALITY REQUIREMENTS FOR DEVELOPMENT APPLICATIONS DATED DECEMBER 23, 2022, THE SITE IS ONLY SUBJECT TO TREATMENT BASED LOW IMPACT DEVELOPMENT (LID) MEASURES AND NOT HYDROMODIFICATION (HM) BECAUSE THE AREA THAT HAS BEEN CREATED/ REPLACED IS UNDER AN ACRE. DMA IMP-1 SUMMATION OF AREAS AREA (SF) POST-PROJECT SURFACE TYPE 624 BIORETENTION BASIN 6417 ASPHALT/CONCRETE 4070 ROOF 1208 POROUS PAVERS 345 LANDSCAPE 0 GRAVEL 105 SELF-TREATING 12769 TOTAL IMPERVIOUS AREAS CREATED/REPLACED (SF) 0.29 TOTAL IMPERVIOUS AREAS CREATED/REPLACED (AC)3 BRENTWOOD VETERANS MEMORIAL BUILDING FIRST STREET PLAZA COBBLE PERMEABLE PAVERS DMA 1 DMA 2 DMA 3 IMP-1 IMP-3 IMP-2 BRENTWOOD FIRE STATION 94 NOT FOR CONSTRUCTION Page 497 of 590
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TEL WMWT WT
WT G NO PARKING VAN WM M Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 LKJHGFEDCBA Architect of Record Consultant CLIENT Project MLKJHGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 23703 Revision Number DATE ISSUE DESCRIPTION Contra Costa County Fire Protection District Brentwood Fire Station 94 739 1ST STREET, BRENTWOOD, CA, 94513 4005 PORT CHICAGO HWY, CONCORD, CA 94520 FIRE PROTECTION DISTRICT CONTRA COSTA COUNTY NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2023 Shah Kawasaki Architects Know what's below. Callbefore you dig. R 570 10th Street, Suite 201 Oakland, CA 94607 09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE NOT FOR CONSTRUCTIONFIRE HYDRANT SPOTTING PLAN C-502 10' SCALE: 1"=10' 0' 5' 20' 1ST STREET
DIABLO WAY LEGEND FIRE DEPARTMENT CONNECTION NEW FIRE HYDRANT FIRE TRUCK PATH OF TRAVEL FIRE TRUCK SETUP LOCATION FIRE LINE HOSE PULL - 150 FEET MAX. BRENTWOOD VETERANS MEMORIAL BUILDING FIRST STREET PLAZA 150 LF 64 LF 127 LF BRENTWOOD FIRE STATION 94 NOT FOR CONSTRUCTION Page 498 of 590 TEL M Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 LKJHGFEDCBA Architect of Record Consultant CLIENT Project MLKJHGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 23703 Revision Number DATE ISSUE DESCRIPTION Contra Costa County Fire Protection District Brentwood Fire Station 94 739 1ST STREET, BRENTWOOD, CA, 94513 4005 PORT CHICAGO HWY, CONCORD, CA 94520 FIRE PROTECTION DISTRICT CONTRA COSTA COUNTY NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2023 Shah Kawasaki Architects Know what's below. Callbefore you dig. R 570 10th Street, Suite 201 Oakland, CA 94607 09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE NOT FOR CONSTRUCTIONEROSION CONTROL PLAN C-600 10' 20' SCALE: 1"=20' 0' 40' 1ST STREET
DIABLO WAY EROSION CONTROL GENERAL NOTES 1. PLANS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW ALL OFFSETS. THE SITE IS DYNAMIC AND CHANGES ON A DAILY BASIS, CHANGES SHOULD BE MADE ACCORDING TO EXISTING CONDITIONS. BECAUSE IT IS IMPOSSIBLE TO PREDICT ALL POSSIBLE SITUATIONS, CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES TO ENSURE QUALITY CONTROL. 2. THE CONTRACTOR SHALL REVIEW THE CURRENT STORM WATER POLLUTION PREVENTION PLAN (SWPPP). IT IS THE CONTRACTORS SOLE RESPONSIBILITY FOR CONDUCTING HIS/HER OPERTATIONS IN ADHERANCE TO THE SWPPP. THE CONTRACTOR IS RESPONSIBLE FOR ANY FINES, DELAYS, AND/OR DAMAGES RESULTING FROM ANY STATE WATER QUALITY CONTROL BOARD SANCTIONS CAUSED BY THE OPERATION OF THE CONTRACTOR OF HIS/HER SUBCONTRACTORS. 3. THE FOLLOWING PLANS ARE ACCURATE FOR EROSION CONTROL PURPOSES ONLY. THE CONTRACTOR SHALL FOLLOW THESE PLANS UNLESS FIELD CONDITIONS DICTATE MODIFICATION. IF MODIFICATION IS NECESSARY, A SWPPP AMENDMENT MUST BE DONE. THIS MAY REQUIRE MODIFICATION TO THESE DRAWINGS AND ENGINEER CONCURRENCE. 4. INSPECT AND REPAIR FILTERS AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN 1/2 OF THE FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT BASIN OR OTHER FILTERING MEASURE. SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY REMOVED FROM PAVEMENT OF ROAD. 5. UNFINISHED AND DISTURBED AREAS TO BE PROTECTED WITH AN APPLICATION OF BLOWN STRAW AND ORGANIC BINDER. ITEM LB/ACRE STRAW 4,000 ORGANIC BINDER 200 6. ALTERNATE INLET PROTECTION SHALL BE USED ON ROADS OPEN TO THE PUBLIC IF ANY HAZARDOUS MATERIALS OR WASTES WHICH HAVE BEEN TREATED, STORED, DISPOSED, SPILLED, OR LEAKED IN SIGNIFICANT QUANTITIES ONTO THE CONSTRUCTION SITE, THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE THEM FROM THE SITE AND DISPOSE OF PROPERLY. 7. CHLORINATED OR DECHLORINATED WATER SHALL NOT BE DISCHARGED INTO THE STORM DRAIN SYSTEM. THE CONTRACTOR MAY DISPOSE THIS WATER INTO THE SANITARY SEWER SYSTEM UPON APPROVAL BY THE GOVERNING AGENCY. 8. THE CONTRACTOR SHALL KEEP MAINTENANCE, INSPECTION, AND REPAIR PROCEDURES TO ENSURE THAT ALL GRADED SURFACES, WALLS, BERMS, DRAINAGE STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER CONTROLS ARE MAINTAINED IN GOOD AND EFFECTIVE CONDITION AND ARE PROMPTLY REPAIRED OR RESTORED WHEN NECESSARY. ANY DEWATERING WATER SHALL NOT BE DISCHARGED DIRECTLY INTO THE STORM WATER SYSTEM, AND SHALL NOT BE DISCHARGED INTO THE SEWER SYSTEM. 9. ALL DEWATERING WATER MUST BE CHANNELED THROUGH AN APPROVED SEDIMENT BARRIER PRIOR TO THE WATER ENTERING THE STORM SYSTEM. 10. PAVEMENT CLEANING- FLUSHING OF STREETS/ PARKING LOTS TO REMOVE DIRT AND CONSTRUCTION DEBRIS IS PROHIBITED UNLESS PROPER SEDIMENT CONTROLS ARE USED. PREFERABLY, AREAS REQUIRING CLEANING SHOULD BE SWEPT. 11. ALL STOCKPILES OF MATERIALS THAT ARE NOT GOING TO BE USED FOR 14 DAYS SHALL BE COVERED. 12. CONTRACTOR TO USE BEST MANAGEMENT PRACTICES (BMPs) THROUGHOUT CONSTRUCTION. USE ALL BMPs THAT APPLY TO THE PROJECT, INCLUDING BUT NOT LIMITED TO THE FOLLOWING BMPs: A. DRAIN INLET PROTECTION - CALIFORNIA STORMWATER BMP HANDBOOK SECTION SE-10 B. SOLID WASTE MANAGEMENT - CALIFORNIA STORMWATER BMP HANDBOOK SECTION WM-5 C. MATERIAL STORAGE - CALIFORNIA STORMWATER BMP HANDBOOK SECTION WM-1 D. PAVING - CALIFORNIA STORMWATER BMP HANDBOOK SECTION NS-3 E. DUST CONTROL, SEDIMENT CONTROL, EROSION CONTROL AND CONCRETE WASHOUT AREAS - SHOWN ON THIS SHEET WITH DETAILS 13. CONTRACTOR SHALL INSTALL DRAIN INLET PROTECTION FOR ALL CATCH BASINS LOCATED IN THE VICINITY OF WORK. THIS INCLUDES ANY CATCH BASINS LOCATED IN THE PUBLIC RIGHT-OF-WAY, AS WELL AS ANY ON-SITE CATCH BASINS. 14. CONTRACTOR SHALL ENSURE THAT CONSTRUCTION ACTIVITIES DO NOT DEPOSIT SEDIMENT ONTO THE PARKING LOT OR PUBLIC ROADWAY, SIDEWALK, AND GUTTERS. 15. CONTRACTOR SHALL USE STREET SWEEPING OR OTHER DRY-SWEEPING METHOD, AS NECESSARY, TO REMOVE CONSTRUCTION-RELATED SEDIMENTS FROM PAVEMENT IN PROJECT AREA, PARKING LOT AND PUBLIC SIDEWALKS, GUTTERS, AND ROADWAY. 16. CONTRACTOR SHALL SCHEDULE WORK FOR DRY-WEATHER DAYS WHEN NO RAIN IS IN THE IMMEDIATE FORECAST. SYMBOL DESCRIPTION FIBER ROLLED WATTLE, SEE DETAIL 2 THIS SHEET GRAVEL BAG FILTER AT DROP INLET, SEE DETAIL 4 THIS SHEET STABILIZED CONSTRUCTION ENTRANCE, CONTRACTOR TO DETERMINE SIZE & LOCATION, SEE DETAIL 1 THIS SHEET CONCRETE WASHOUT, CONTRACTOR TO DETERMINE LOCATION, SEE DETAIL 3 THIS SHEET NOTE: CONTRACTOR SHALL CONTINUE TO MAINTAIN THE BEST MANAGEMENT PRACTICES THAT WERE INSTALLED DURING THE DEMOLITION PHASE, AND MAKE ANY NECESSARY ADJUSTMENTS AS NEEDED. BRENTWOOD VETERANS MEMORIAL BUILDING FIRST STREET PLAZA STABILIZED CONSTRUCTION ENTRANCE/OUTLET TIRE WASH NO SCALE 1 FIBER ROLLS NO SCALE 2 GRAVEL BAG FILTER AT DROP INLET NO SCALE 4 PAVED ROADWAY NOTE: MANY DESIGNS CAN BE FIELD FABRICATED, OR FABRICATED UNITS MAY BE USED. SECTION B-B SECTION A-A CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" CORRUGATED STEEL PANELS ORIGINAL GRADE FILTER FABRIC 12" MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER DITCH TO CARRY RUNOFF TO A SEDIMENT TRAPPING DEVICE MATCH EXISTING GRADE 20'R MIN. 20'R MIN. WASH RACK CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" FILTER FABRIC 12" MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER ORIGINAL GRADE 12' MIN. 50' OR 4X THE CIRCUM. OF THE LARGEST VEHICLE TIRE, WHICHEVER IS GREATER A A B B 12" MIN. 4' MAX. 4' MAX. 4' MAX. 4' MAX. NOTE: INSTALL FIBER ROLL ALONG A LEVEL CONTOUR. SLOPE VARIES 2" MIN. 4" MAX. SLOPE % ROLL SPACING 0-25 50 FT 25-50 15 FT 50% OF GREATER 10 FT INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE FIBER ROLL 8" MIN. 3/4"x3/4" WOOD STAKES MAX. 4' SPACING FIBER ROLLS ENTRENCHMENT DETAIL TYPICAL FIBER ROLL INSTALLATION VERTICAL SPACING MEASURED ALONG THE FACE OF THE SLOPE VARIES BETWEEN 10' AND 20' RUNOFF WATER WITH SEDIMENT PLAN VIEW SECTION C-C CROSS DRAIN FILTER BAG MAXIMUM BAG DEPTH AT TOP OF DRAIN FILTERED RUNOFF EXISTING DRAIN INLET 12" LAP (MIN.) EXISTING AC PAVING EXISTING DRAINAGE GRATE EXISTING DRAINAGE GRATE 12" LAP (MIN.) FILTER BAG CROSS DRAIN ℄ CC CONCRETE WASHOUT NO SCALE 3 3' 3' VARIES 10' MIN 2" 4" CONCRETE WASHOUT NOTES: 1. ACTUAL LAYOUT DETERMINED IN FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY. BINDING WIRE STRAW BALE STAPLES (2 PER BALE) 10 MIL PLASTIC LINING NATIVE MATERIAL (OPTIONAL) WOOD OR METAL STAKES (2 PER BALE) 10 MIL PLASTIC LINING STRAW BALE (TYP) WOOD POST 3"x3"x8' 0.5" LAG SCREWS PLYWOOD 48"x48" PAINTED WHITE BLACK LETTERS 6" HEIGHT 1/8" Ø STEEL WIRE STAKE (TYP) SECTION B-B STAPLE DETAIL PLAN B B BRENTWOOD FIRE STATION 94 NOT FOR CONSTRUCTION Page 499 of 590 6'
TYP. 6.6' TYP.
4.77' VARIES 1'-10" TO 2'-9" M Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 LKJHGFEDCBA Architect of Record Consultant CLIENT Project MLKJHGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 23703 Revision Number DATE ISSUE DESCRIPTION Contra Costa County Fire Protection District Brentwood Fire Station 94 739 1ST STREET, BRENTWOOD, CA, 94513 4005 PORT CHICAGO HWY, CONCORD, CA 94520 FIRE PROTECTION DISTRICT CONTRA COSTA COUNTY NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2023 Shah Kawasaki Architects 570 10th Street, Suite 201 Oakland, CA 94607 09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE NOT FOR CONSTRUCTIONCONSTRUCTION DETAILS I C-700 WIDTH PER PAVING PLAN CL 10 MIL IMPERMEABLE LINER 18" BIORETENTION SOIL MEDIA PER THE CONTRA COSTA COUNTY STORMWATER C.3 GUIDEBOOK, STORMWATER QUALITY REQUIREMENTS FOR DEVELOPMENT APPLICATIONS 1ST STREET FLOW-THROUGH PLANTER: TYPICAL SECTION NO SCALE 3 PERFORATED DRAIN PIPE LOCATED AT BOTTOM OF GRAVEL LAYER PER CONTRA COSTA COUNTY STORMWATER C.3 GUIDEBOOK, STORMWATER QUALITY REQUIREMENTS FOR DEVELOPMENT APPLICATIONS 12" CLASS II PERMEABLE ROCK PER THE CONTRA COSTA COUNTY STORMWATER C.3 GUIDEBOOK, STORMWATER QUALITY REQUIREMENTS FOR DEVELOPMENT APPLICATIONS OVERFLOW INLET WITH VANDAL RESISTANT GRATE 3" 6 " PONDING DEPTH 12" 3" MULCH 6" THICK CONCRETE WALL WITH #4 AT 12" O.C. EACH WAY (F'c= 3 KSI) 3" 18" SEE LANDSCAPE PLANS FOR PLANTING IN BIORETENTION PLANTERS PROPOSED FIRE STATION NO. 94 FF=76.09 6" THICK CONCRETE WALL WITH #4 AT 12" O.C. EACH WAY (F'c= 3 KSI) PROPOSED 6" FIRE HYDRANT LINE 1' MIN. ⅊ WIDTH PER PAVING PLAN CL 10 MIL IMPERMEABLE LINER DIABLO WAY FLOW-THROUGH PLANTER: TYPICAL SECTION NO SCALE 4 6" PERFORATED DRAIN PIPE LOCATED AT BOTTOM OF GRAVEL LAYER PER CONTRA COSTA COUNTY STORMWATER C.3 GUIDEBOOK, STORMWATER QUALITY REQUIREMENTS FOR DEVELOPMENT APPLICATIONS OVERFLOW INLET WITH VANDAL RESISTANT GRATE 3" 6 " PONDING DEPTH 12" 3" MULCH 6" THICK CONCRETE WALL WITH #4 AT 12" O.C. EACH WAY (F'c= 3 KSI) 3" 18" SEE LANDSCAPE PLANS FOR PLANTING IN BIORETENTION PLANTERS 6" THICK CONCRETE WITH #4 AT 12" O.C. EACH WAY (F'c= 3 KSI) EXISTING ADJACENT PAVING ⅊ WEIR DETAIL NO SCALE 2 4" HIGH, 6" WIDE CONCRETE WEIR 8" SD LINE 12" SD LINE 12" SD LINE GOING TOWARDS PUMP DIABLO WAY STORM DRAIN MAINTENANCE HOLE WITH WEIR PER DETAIL 3 ON THIS SHEET PROPOSED PUMP STATION AND DISCHARGE POINT. PUMP DISCHARGES INTO COBBLE AREA TO DISSIPATE STORMWATER VELOCITY BIORETENTION BOTTOM=76.02 A A SECTION A-A 18" BIORETENTION SOIL MEDIA PER CONTRA COSTA COUNTY CLEAN WATER PROGRAM STORMWATER C.3 GUIDEBOOK 12" CLASS II PERMEABLE ROCK PER THE CONTRA COSTA COUNTY CLEAN WATER PROGRAM STORMWATER C.3 GUIDEBOOK DUAL 6"SD INSTALL WALL OPEN WHERE OCCURS 12"X6" WALL OPENING LOCATED AT BOTTOM OF GRAVEL SECTION 12"X6" WALL OPENING LOCATED AT BOTTOM OF GRAVEL SECTION, TYP. COBBLE AREA SECTION B-B 6" THICK CONCRETE WALL WITH #4 AT 12" O.C. EACH WAY (F'c= 3 KSI) 6" THICK COBBLE SECTION 12"X4" WALL OPENING SPACED AT 6.6' O.C. B B 3"X12" CURB-O-LET 5' SIDEWALK 5' 1.5' 1' 2.00% MAX. 6"VERTICAL CURB AND GUTTER PER CITY OF BRENTWOOD STANDARD DRAWING NO. ST-23 12" ASPHALT DEEP LIFT EXISTING ROAD SECTION 12" SD LINE 3' 1.5' 1' 3' 3.5' 6" 6" FLUSH CONCRETE CURB NO SCALE 1 6"
6" R=1/4" R=1/4" CONCRETE BASE MATERIAL 12" SUBGRADE COMPACTED TO 95% R.C.
VARIES ASPHALT 2-5/8"Ø X 24" STEEL DOWEL BARS AT 12" C.C. GREASED AND WRAPPED ONE SIDE THROUGH EVERY EXPANSION JOINT 2-#3 CONTINUOUS BARS, BREAK AT DOWELED JOINTS FLOW THROUGH PLANTER WALL FINISH PER ARCHITECTURAL PLANS WATERPROOFING PER STRUCTURAL DRAWINGS NOTE: 1. DESIGN BUILD ENTITY SHALL DESIGN WALLS PER CODE. SIZING REBAR SHOWN IS FOR INTENT ONLY. VARIES 1'-8" AND 2'-5" NOT FOR CONSTRUCTION Page 500 of 590 M Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 LKJHGFEDCBA Architect of Record Consultant CLIENT Project MLKJHGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 23703 Revision Number DATE ISSUE DESCRIPTION Contra Costa County Fire Protection District Brentwood Fire Station 94 739 1ST STREET, BRENTWOOD, CA, 94513 4005 PORT CHICAGO HWY, CONCORD, CA 94520 FIRE PROTECTION DISTRICT CONTRA COSTA COUNTY NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2023 Shah Kawasaki Architects 570 10th Street, Suite 201 Oakland, CA 94607 09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE NOT FOR CONSTRUCTIONCONSTRUCTION DETAILS II C-701 ACCESSIBLE PARKING SYMBOL NO SCALE 2
1.5'
6'-8' (60" MIN .),
NOT TO SCALE 12" DIAMETER X 2'-0" DEEP CONCRETE BASE WITH 6" GRAVEL BELOW LANDSCAPE OR AC PAVING SECTION PER SITE PLAN 2-1/2" DIA SCHEDULE 40 GALV. STEEL PIPE PRIME AND PAINT EXPOSTED PIPE. 70 SQ. INCH (7"X10" PORCELAIN ENAMELED STEEL WITH WHITE SYMBOL ON A BLUE BACKGROUND, BOLT TO PIPE WITH (2) 1/4" DIA. BOLTS. VAN ACCESSIBILITY SIGN ONLY WHERE INDICATED ON SITE PLAN - TO READ: "VAN ACCESSIBLE". FINE FEE SIGN CONTRACTOR TO VERIFY SIGN CONTENTS AND FINE AMOUNT PRIOR TO MAKING SIGN. 3" VAN ACCESSIBLE
2" VIOLATORS WILL BE FINED MINIMUM FINE $250
1" GRADE
8" PARTIAL PROFILE SECTION ALL JOINTS SHALL BE SEALED TO BE WATER TIGHT "ACO DRAIN" S100K POWERDRAIN CHANNEL SECTIONS OR APPROVED EQUAL STORM DRAIN "ACO DRAIN" CATCHBASIN OR APPROVED EQUAL SLOPE CONCRETE COLLAR TO DRAIN 1/4" TYP. SLOPE SLOPE 4" TRENCH DRAIN NO SCALE 4 4" "ACO DRAIN" S100K POWERDRAIN WITH ACCESSIBLE, HEELSAFE, ANTI-SLIP GRATE OR APPROVED EQUAL. GRATE OPENINGS SHALL BE 1/2" MAX IN THE DOMINANT DIRECTION OF TRAVEL. 6" CONCRETE, SEE SHEET C-300 FOR STRUCTURAL SECTION 4" MIN.4" CONCRETE COLLAR SUBGRADE CLASS II AGGREGATE BASE CHRISTY NO. F-8 OR THREADED PVC PLUG EQUAL CONCRETE COVER. USE TRAFFIC RATED COVER IN PAVED AREAS. CLEANOUT RISER (NO HUB). SIZE PER PLANS FLEXIBLE JOINTS AS NEEDED (TYP.) INSTALL 45° WYE-TEE COMBINATION PLUG (IF NOT CONNECTED) CLEANOUT NO SCALE 5 36" TO 42"
3'-0" BELOW
FINISHED GRADE STABILIZE PIPE WITH 2'x2'x6" CONC. PAD BITUMINOUS COATING APPLIED TO GALVANIZED MINIMUM 3/4" (HOT DIP) GALV. RODS WITH BITUMINOUS COATING ON BOLTS AND NUTS. TO SYSTEM DEADMAN RESTRAINT FINISHED GRADE UL/FM SWING CHECK VALVE THREADED NIPPLE DUAL CONNECTION FIRE DEPARTMENT CONNECTION DIRT LEG W/ 12" GALV. NIPPLE W/ GALV. CAP FIRE DEPARTMENT CONNECTION NO SCALE 6 TRASH ENCLOSURE DRAIN NO SCALE 3 6" X 6" P-TRAP 12"X12" AREA DRAIN CLEANOUT BOX 4" PVC RISER EXTENDED TO 4" BELOW FINISH SURFACE 4"-45° STREET ELBOW 4" X 6" WYE 6" PVC WATER STOP 6"
HEIGHT AS REQUIRED 4" CONNECT TO SANITARY SEWER SYSTEM 2" VENT PIPE TO ROOF, PLUMB TO ENCLOSURE WALL 24"
MAX TAILPIECE SHALL BE 24" MAX IN LENGTH PER CPC SECTION 1001.2 3/4" WATER SUPPLY, CONNECT TO POWER CONNECTION, DOMESTIC WATER LINE REFER TO ELECTRICAL DRAWINGS ELECTRIC TRAP PRIMING DEVICE WITH SURFACE MOUNT NEMA 4 ENCLOSURE, 273-B-AG-N4 SERIES WITH FLUID CONTROLS ACCESSIBLE PARKING SIGNAGE NO SCALE 1 7 12" 4'-5" 3'-9"
4'-5" 3'-9" 5 12" 1 12" 4 12"
1'-3" 2 12" INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) MARKING (PER CALTRANS STANDARD PLAN NO. A24C) APPLIED TO THE CENTER OF EACH REQUIRED SPACE WITH BLUE PAINT BACKGROUND AND WHITE PAINT FOR THE SYMBOL BLUE HIGHWAY PAINT BACKGROUND - 2 COATS (TYPICAL) (2) TWO COATS 4" WIDE STROKES WHITE TRAFFIC PAINT BOTTOM ELEVATION = 73.33 RIM ELEVATION = 76.02 PUMP STATION DETAIL NO SCALE 7 SUMP PUMP WITH FLOAT SWITCH 2" DISCHARGE PIPE STAINLESS STEEL CHAIN 6" GOOSENECK DISCHARGE PIPE 1' STORM DRAIN MAINTENANCE HOLE WITH WEIR PER DETAIL 3 ON SHEET C-700 6" THICK COBBLE SECTION DIABLO WAY FLOW-THROUGH PLANTER PER DETAIL 4 ON SHEET C-700 NOT FOR CONSTRUCTION Page 501 of 590 UT
UT WMWT WT
WT WM MV BF CR 112" 112" SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird RWS-B-C 1400 Series Root Watering System with 4.0" diameter x 36.0" long with locking grate, semi-rigid mesh tube, and check valve. Rain Bird bubbler option as indicated: 1402 0.5 GPM, 2 per tree, typical. 6 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird XCZ-100-PRB-COM Wide Flow Drip Control Kit. 1" Ball Valve with 1" PESB Valve and 1" Pressure Regulating 40psi Quick-Check Basket Filter. 0.3 GPM-20 GPM5 Rain Bird XCZ-150-PRB-COM High Flow Control Zone Kit. 1-1/2in. PESB Valve with two 1in. Pressure Regulating 40psi Quick-Check Basket Filters. Flow range: 15-40 GPM.1 Rain Bird MDCFCAP Dripline Flush Valve cap in compression fitting coupler. 6 Rain Bird ARV050 1/2" Air Relief Valve. 6 Rain Bird OPERIND Drip System Operation Indicator, stem rises 6" for clear visibility when drip system is charged to a minimum of 20psi. Installed within 8` of valve. 6 Area to Receive Drip Emitters Rain Bird PCT Pressure Compensating Threaded Low-Flow Bubblers. Offered in 5 GPH, 7 GPH, and 10 GPH models, with 1/2" FPT threaded inlet. Light Brown = 5 GPH, Violet = 7 GPH, and Green = 10 GPH. 623.1 s.f. Emitter Notes: 05 gph emitters (1 assigned to each 1 gal plant) 07 gph emitters (2 assigned to each 5 gal plant) Area to Receive Dripline Rain Bird XFD-04-12 XFD On-Surface Pressure Compensating Landscape Dripline. 0.4 GPH emitters at 12" O.C. Dripline laterals spaced at 12" apart, with emitters offset for triangular pattern. UV Resistant. Specify XF insert fittings. 852.3 l.f. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Irritrol 700 (1``) Electric Remote Control Valve 1 Rain Bird 44-LRC 1" Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring, Locking Thermoplastic Rubber Cover, and 2-Piece Body. 4 Nibco T-113 Class 125 bronze gate shut off valve with wheel handle, same size as mainline pipe diameter at valve location. Size Range - 1/4" - 3" 2 Buckner-Superior 3100 1" Normally Open Brass Master Valve that Provides Dirty Water Protection. 1 Zurn 975XL2TCU 1" Reduced Pressure Backflow device- lead free 1 Rain Bird ESPLXME2 12 Station Traditionally-Wired, Commercial Controller. Indoor/Outdoor, Plastic Wall-Mount Enclosure. Rainbird NCC-4GUSA 4G cellular communications cartridge. 1 Rain Bird WR2-RFS Wireless Rain/Freeze Sensor. 1 Rain Bird FS-150-B 1-1/2" Flow Sensor, Brass Model. 1 Point of Connection 1 1/2" Point of connection at new landscape 1 1/2" water meter. See civil plans for location and description. 1 Irrigation Lateral Line: PVC Schedule 40 5.8 l.f. Irrigation Mainline: PVC Schedule 40 (1- 1/2") 240.1 l.f. Pipe Sleeve: PVC Schedule 40 Typical pipe sleeve for irrigation pipe. Min. size 2x diameter of pipe being sleeved. Extend sleeves 18" beyond edges of paving or construction. 262.5 l.f. 1401 1402 1404 1408 OMV BFCR#" # Valve Number Valve Size Valve Flow Valve Callout # SITE PLAN IRRIGATION LEGEND M Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 LKJHGFEDCBA Architect of Record Consultant CLIENT Project MLKJHGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 23703 Revision Number DATE ISSUE DESCRIPTION Contra Costa County Fire Protection District Brentwood Fire Station 94 739 1ST STREET, BRENTWOOD, CA, 94513 4005 PORT CHICAGO HWY, CONCORD, CA 94520 FIRE PROTECTION DISTRICT CONTRA COSTA COUNTY NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2023 Shah Kawasaki Architects Know what's below. Callbefore you dig. R 570 10th Street, Suite 201 Oakland, CA 94607 09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE NOT FOR CONSTRUCTIONIRRIGATION PLAN L-100 10' SCALE: 1"=10' 0' 5' 20' BRENTWOOD VETERANS MEMORIAL BUILDING PLANS SHALL COMPLY WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLANS.
DIABLO WAY FIRST STREET PLAZA
1ST STREET IRRIGATION DESIGN SUMMARY 1. ISOLATED BACKFLOW PREVENTER, WATER METER, MASTER VALVE AND FLOW SENSOR SHALL BE INSTALLED. 2. NEW BACKFLOW ASSEMBLY WITH ENCLOSURE AND BLANKET SHALL BE INSTALLED. 3. IRRIGATION SHALL CONSIST OF DRIPLINE IRRIGATION TUBING FOR ALL SHRUBS AND GROUNDCOVERS, SPRAY ROTATOR FOR BIOINFILTRATION AREAS GREATER THAN 10 FEET WIDE, AND AN ISOLATED VALVE WITH DRIP BUBBLERS FOR TREES. 4. NEW IRRIGATION WEATHER-BASED CONTROLLER 5. THE IRRIGATION SYSTEM SHALL COMPLY WITH THE CRITERIA FOR THE 2015 WATER EFFICIENT LANDSCAPE ORDINANCE AND THE REQUIREMENTS FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. PROPOSED TREE REFERENCE IRRIGATION EQUIPMENT AND PIPING IS DIAGRAMMATIC FOR GRAPHICAL CLARITY. 1. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. 2. AVOID ANY CONFLICTS BETWEEN THE IRRIGATION SYSTEM AND PLANTING AND ARCHITECTURAL FEATURES. SEE L-101 FOR 2ND FLOOR IRRIGATION PLAN, LEGEND AND NOTES. BUILDING OVERHANGBUILDING OVERHANG PARKING LOT CANOPY OVERHANG ACTUAL LOCATION OF IRRIGATION POINT OF CONNECTION INSTALL IN PLANTER ADJACENT TO BIORETENTION STRUCTURE. INSTALL IN PLANTER AND EXTEND LATERALS TO BIORETENTION AND STREET PLANTER ON SOUTH SIDE OF DRIVEWAY. LANDSCAPE CONSTRUCTION DETAILS ALL PLANTING AND IRRIGATION TO BE INSTALLED PER CITY DETAILS AND STANDARDS. SLEEVE MAINLINE FOR ADDITIONAL PROTECTION UNDER CONCRETE. NOT FOR CONSTRUCTION Page 502 of 590 DN DN R C BF 112" SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird XCZ-100-PRB-COM Wide Flow Drip Control Kit. 1" Ball Valve with 1" PESB Valve and 1" Pressure Regulating 40psi Quick-Check Basket Filter. 0.3 GPM-20 GPM2 Rain Bird MDCFCAP Dripline Flush Valve cap in compression fitting coupler. 2 Rain Bird ARV050 1/2" Air Relief Valve. 2 Rain Bird OPERIND Drip System Operation Indicator, stem rises 6" for clear visibility when drip system is charged to a minimum of 20psi. Installed within 8` of valve. 2 Area to Receive Drip Emitters Rain Bird PCT Pressure Compensating Threaded Low-Flow Bubblers. Offered in 5 GPH, 7 GPH, and 10 GPH models, with 1/2" FPT threaded inlet. Light Brown = 5 GPH, Violet = 7 GPH, and Green = 10 GPH. 95.0 s.f. Emitter Notes: 05 gph emitters (1 assigned to each 1 gal plant) 07 gph emitters (2 assigned to each 5 gal plant) SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird 44-LRC 1" Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring, Locking Thermoplastic Rubber Cover, and 2-Piece Body. 1 Zurn 720A 3/4" Pressure Vacuum Breaker 1 Rain Bird TM2-4-AUS 4 station 230v AUS model. Suitable for indoor or outdoor installations Factory-installed outdoor-rated power cord. Rainbird NCC-4GUSA 4G cellular communications cartridge. 1 Rain Bird WR2-RFS Wireless Rain/Freeze Sensor. 1 Point of Connection 1" Point of connection at new domestic water supply at exterior of building. Location shall be coordinated with architectural plans. 1 Irrigation Lateral Line: PVC Schedule 40 9.8 l.f. Irrigation Mainline: PVC Schedule 40 (1- 1/2") 32.4 l.f. OBFCR#" # Valve Number Valve Size Valve Flow Valve Callout # 2ND FLOOR IRRIGATION LEGEND M Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 LKJHGFEDCBA Architect of Record Consultant CLIENT Project MLKJHGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 23703 Revision Number DATE ISSUE DESCRIPTION Contra Costa County Fire Protection District Brentwood Fire Station 94 739 1ST STREET, BRENTWOOD, CA, 94513 4005 PORT CHICAGO HWY, CONCORD, CA 94520 FIRE PROTECTION DISTRICT CONTRA COSTA COUNTY NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2023 Shah Kawasaki Architects Know what's below. Callbefore you dig. R 570 10th Street, Suite 201 Oakland, CA 94607 09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE NOT FOR CONSTRUCTIONIRRIGATION PLAN 2ND FLOOR L-101 10' SCALE: 1"=10' 0' 5' 20' PLANS SHALL COMPLY WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLANS. BUILDING OVERHANG IRRIGATION DESIGN SUMMARY 1. ISOLATED BACKFLOW PREVENTER, WATER METER, MASTER VALVE AND FLOW SENSOR SHALL BE INSTALLED. 2. NEW BACKFLOW ASSEMBLY WITH ENCLOSURE AND BLANKET SHALL BE INSTALLED. 3. IRRIGATION SHALL CONSIST OF DRIPLINE IRRIGATION TUBING FOR ALL SHRUBS AND GROUNDCOVERS, SPRAY ROTATOR FOR BIOINFILTRATION AREAS GREATER THAN 10 FEET WIDE, AND AN ISOLATED VALVE WITH DRIP BUBBLERS FOR TREES. 4. NEW IRRIGATION WEATHER-BASED CONTROLLER 5. THE IRRIGATION SYSTEM SHALL COMPLY WITH THE CRITERIA FOR THE 2015 WATER EFFICIENT LANDSCAPE ORDINANCE AND THE REQUIREMENTS FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. PROPOSED TREE REFERENCE IRRIGATION EQUIPMENT AND PIPING IS DIAGRAMMATIC FOR GRAPHICAL CLARITY. 1. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. 2. AVOID ANY CONFLICTS BETWEEN THE IRRIGATION SYSTEM AND PLANTING AND ARCHITECTURAL FEATURES. SEE L-100 FOR SITE PLAN IRRIGATION PLAN, LEGEND AND NOTES. PLAN IS DIAGRAMMATIC. IRRIGATION EQUIPMENT TO BE INSTALLED BACK OF PLANTER LANDSCAPE CONSTRUCTION DETAILS ALL PLANTING AND IRRIGATION TO BE INSTALLED PER CITY DETAILS AND STANDARDS. FINAL APPROVAL OF ROOFTOP PATIO PLANTER DEPT AND MATERIALS TO BE DETERMINE DURING CONSTRUCTION DOCUMENTS PHASE OF PROJECT. NOT FOR CONSTRUCTION Page 503 of 590 MEDIUM SHADE TREES 15G Trees. Medium sized shade trees within the site. Drip bubbler irrigation. -Acer rubrum 'October Glory' / October Glory Red Maple Pyrus calleryana / Callery Pear Tilia cordata 'Greenspire' / Greenspire Littleleaf Linden x Chitalpa tashkentensis / Chitalpa MULTITRUNK SMALL ACCENT (36" BOX) 1 36" Box tree. Multi trunk accent at entry areas. Drip bubbler irrigation. -Acer palmatum / Multi-trunk Japanese Maple Arbutus unedo 'Oktoberfest' / Oktoberfest Strawberry Tree Ceanothus x 'Ray Hartman' / Ray Hartman Wild Lilac Melaleuca nesophila / Pink Melaleuca Multi-Trunk Vitex agnus-castus / Chaste Tree LARGE SHRUBS 1 5 gallon shrubs. Drought tolerant, low water-use plants. Shrubs (3`-5` high/wide) throughout project site. Dripline irrigation. .Acca sellowiana / Pineapple Guava Cistus x purpureus / Orchid Rockrose Dodonaea viscosa 'Purpurea' / Purple Hopseed Bush Heteromeles arbutifolia 'Davis Gold' / Davis Gold Toyon Rhaphiolepis indica umbellata / Yedda Hawthorn Xylosma congestum / Shiny Xylosma MEDIUM SHRUBS 18 5 gallon shrubs. Drought tolerant, low water-use plants. Shrubs (2`-3` high/wide) throughout project site. Dripline irrigation..Buddleja x 'Podaras#12' / Flutterby® Flow Butterfly Bush Callistemon viminalis 'Little John' / Little John Weeping Bottlebrush Coleonema pulchellum 'Sunset Gold' / Sunset Gold Breath of Heaven Coprosma repens 'Copjoh02' / Pacific™ Sunrise Mirror Plant Dietes vegeta / African Iris Lantana camara 'Confetti' / Confetti Lantana Loropetalum chinense 'Hakuou' / Jazz Hands® Dwarf White Fringe Flower Nandina domestica 'AKA' / Blush Pink™ Heavenly Bamboo Phormium x 'Amazing Red' / Amazing Red New Zealand Flax Phormium x 'Maori Chief' / Maori Chief New Zealand Flax Rhaphiolepis indica 'Ballerina' / Ballerina Indian Hawthorn Salvia leucantha 'Santa Barbara' / Mexican Bush Sage ORNAMENTAL GRASSES 5 gallon shrubs. Drought tolerant, low water-use plants. Install ornamental grasses (1`-3` high) . Dripline irrigation..Leymus condensatus `Canyon Prince` / Native Blue Rye Lomandra longifolia 'Platinum Beauty' / Dwarf Mat Rush Pennisetum messiacum 'Red Bunny Tails' / Red Bunny Tails Fountain Grass SMALL SHRUBS 1 gallon shrubs. Drought tolerant, low water-use plants. Shrubs (1`-2` high/wide) throughout project site. Dripline irrigation..Dianella tasmanica 'Variegata' / Variegated Flax Lily Erigeron karvinskianus 'Profusion' / Santa Barbara Daisy Hemerocallis x 'Stella de Oro' / Stella de Oro Daylily Osteospermum fruticosum 'African Queen' / Trailing African Daisy Penstemon heterophyllus 'Margarita BOP' / Margarita BOP Penstemon Salvia sonomensis / Creeping Sage BIORETENTION 1 gallon grasses. low to moderate water use grasses. Installed in bioretention planters. Drip emitters irrigation. -Calamagrostis x acutiflora 'Karl Foerster' / Karl Foerster Feather Reed Grass Carex testacea 'Prairie Fire' / Prairie Fire Orange Sedge Juncus effusus / Soft Rush GROUNDCOVER 108 sf 1 gallon shrubs. Drought tolerant, low water-use plants. Install low groundcover shrubs (6"-24" high). 36"-60" o.c. Dripline irrigation..Dymondia margaretae / Silver Carpet Dymondia Fragaria chiloensis / Beach Strawberry Gazania rigens leucolaena / Trailing Gazania Lessingia filaginifolia 'Silver Carpet' / Branching Sea Aster Vinca minor / Common Periwinkle DECORATIVE ROCK MULCH 121 sf Installed 3" layer of 1"-2" angular decorative rock over mirafi 140n weed barrier. In all landscape areas including open space areas shown in plan. Not installed in bioretention areas. - SITE PLANTING LEGEND NO PARKING VAN TEL UT
UT WMWT WT WM
M Drawing No. Drawing Title 16 15 14 13 12 11 10
9 8
7 6
5 4
3 2
1 LK
JHG
FED
C
B
A Architect of Record Consultant CLIENT Project
M
LK
JHG
FED
C
B
A 16 15 14 13 12 11 10
9 8
7 6
5 4
3 2
1 SKA Project Number: 23703 Revision Number DATE ISSUE DESCRIPTION Contra Costa County Fire Protection District Brentwood Fire Station 94 739 1ST STREET, BRENTWOOD, CA, 94513 4005 PORT CHICAGO HWY, CONCORD, CA 94520 FIRE PROTECTION DISTRICT CONTRA COSTA COUNTY NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2023 Shah Kawasaki Architects Know what's below. Callbefore you dig.
R 570 10th Street, Suite 201 Oakland, CA 94607 09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE NOT FOR CONSTRUCTIONPLANTING PLAN 10' L-200 SCALE: 1"=10' 0' 5' 20' BRENTWOOD VETERANS MEMORIAL BUILDING PLANS SHALL COMPLY WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLANS.
DIABLO WAY FIRST STREET PLAZA
1ST STREET 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS AND CODES. 2. APPROPRIATE SOIL AMENDMENTS SHALL BE PROVIDED BASED ON SOIL TEST RESULTS. 3. PLANTING AREAS SHALL HAVE A 3" DEPTH OF APPROVED BARK MULCH AFTER FINAL SHAPING OF SAUCERS AND DRESSED OFF NEATLY. 4. TREES SHALL BE STAKED PER CITY STANDARDS. 5. ROOT BARRIER, 10 LINEAL FEET CENTERED ON TREES, TO BE INSTALLED WHEN THE TREE IS WITHIN 5' OF SIDEWALKS, ROADWAYS, BUILDINGS, OR CURBS. 6. TRIANGULAR SPACING FOR GROUND COVER PLANTING BEDS. GENERAL PLANTING NOTES GREEN BUILDING CODE TREE SHADING 1. LANDSCAPE IMPROVEMENT PLANS SHALL MEET GREEN BUILDING CODE REQUIREMENTS. FOR TREE SHADING. 1.1. 5.106.12.1 PARKING LOT SHADING, 1.2. 5.106.12.2 LANDSCAPE TREE SHADING, AND 1.3. 5.106.12.3 HARDSCAPE TREE SHADING. 2. TREE IS ASSUMED TO BE PLANTED FROM 15 GALLON CONTAINERS MINIMUM. CRIME PREVENTION THROUGH ENVIRONMENTAL DESIGN (CPTED): PLANT SPECIES THAT ALLOW CRIME PREVENTION THROUGH ENVIRONMENTAL DESIGN STRATEGIES TO BE IMPLEMENTED SHALL BE USED IN LANDSCAPE DESIGN. SPECIES SHALL BE SELECTED AND INTEGRATED INTO THE DESIGN TO MAINTAIN VISIBILITY OF ALL AREAS OF THE SITE AND DISCOURAGE USE OF AND ACCESS TO POTENTIAL PROBLEMS AREAS. PLANT SPECIES FOR THESE AREAS SHALL INCLUDE SHRUBS AND GROUNDCOVERS THAT ALLOW VISIBILITY AND DO NOT CREATE PLACES FOR HIDING, EITHER BY THEIR SIZE OR FOLIAGE DENSITY, OR THOSE THAT HAVE THORNS, PRICKLY FOLIAGE, OR OTHERWISE DETER LOITERING AND DISCOURAGE USE OF AND ACCESS TO AREAS OF LANDSCAPE THAT ARE UNINTENDED TO BE USED OR ACCESSED. PLANTING DESIGN SUMMARY 1. PLANTS SHALL HAVE THE FOLLOWING CHARACTERISTICS: 1.1. LOW WATER USE, WATERWISE PLANTING PALETTE. 1.2. LONG-TERM ADAPTABILITY TO THE SITE LOCATION AND CLIMATIC CONDITIONS. 1.3. EASE OF MAINTENANCE SO AS NOT TO REQUIRE SUBSTANTIAL PRUNING, LEAF AND LITTER COLLECTION OR PEST CONTROL. 1.4. PROVIDE SHADE, STREET SCREENING, AND ACCENT ENTRY 1.5. "RIGHT PLANT, RIGHT PLACE." BUILDING OVERHANG LANDSCAPE CONSTRUCTION DETAILS 1. RECOMMENDED PLANTING PALETTE AND FOR REFERENCE ONLY. 2. ALL PLANTING AND IRRIGATION TO BE INSTALLED PER CITY DETAILS AND STANDARDS. 3. STREET TREES SHALL COMPLY WITH CITY LIST AND REQUIREMENTS. 4. PLANTS SHALL COMPLY WITH CITY OF BRENTWOOD APPROVED DROUGHT TOLERANT AND NATIVE PLANT LIST. PARKING LOT CANOPY OVERHANG BUILDING OVERHANG NOT FOR CONSTRUCTION Page 504 of 590 DN DN DN MULTITRUNK SMALL ACCENT (24" BOX) 2 24" box Trees. Small sized shade trees within rooftop patio. Drip bubbler irrigation. -Acer palmatum / Multi-trunk Japanese Maple Arbutus unedo 'Oktoberfest' / Oktoberfest Strawberry Tree Ceanothus x 'Ray Hartman' / Ray Hartman Wild Lilac Lagerstroemia indica x fauriei 'Tuscarora' / Tuscarora Crape Myrtle Multi-Trunk Melaleuca nesophila / Pink Melaleuca Multi-Trunk Vitex agnus-castus / Chaste Tree MEDIUM 2ND FLOOR 10 5 gallon shrubs. Drought tolerant, low water-use plants. Shrubs (2`-3` high/wide) within rooftop garden. Drip irrigation. .Artemisia x 'Powis Castle' / Powis Castle Artemisia Coleonema pulchellum 'Sunset Gold' / Sunset Gold Breath of Heaven Epilobium canum / California Fuchsia Mimulus aurantiacus / Sticky Monkeyflower Monardella villosa / Coyote Mint Salvia greggii / Autumn Sage SMALL 2ND FLOOR 29 1 gallon shrubs. Drought tolerant, low water-use plants. Shrubs (1`-2` high/wide) within rooftop garden. Drip irrigation. .Achillea millefolium / Common Yarrow Penstemon heterophyllus 'Margarita BOP' / Margarita BOP Penstemon Salvia x sylvestris 'May Night' / May Night Sage Sedum ssp. / Stonecrop Stachys byzantina 'Big Ears' / Big Ears Lamb's Ear ORNAMENTAL GRASSES 2ND FLOOR 6 5 gallon shrubs. Drought tolerant, low water-use plants. Install ornamental grasses (1`-3` high) within rooftop garden. Drip irrigation. .Bouteloua gracilis 'Blonde Ambition' / Blonde Ambition Blue Grama Lomandra longifolia 'Platinum Beauty' / Dwarf Mat Rush Pennisetum messiacum 'Red Bunny Tails' / Red Bunny Tails Fountain Grass BARK MULCH 95 sf Natural chip bark mulch. 3`` thick layer minimum. Landscape planting areas within project site to receive bark mulch. Not installed in Bioretention basins. - M 2ND FLOOR PLANTING LEGEND Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 LKJHGFEDCBA Architect of Record Consultant CLIENT Project MLKJHGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 23703 Revision Number DATE ISSUE DESCRIPTION Contra Costa County Fire Protection District Brentwood Fire Station 94 739 1ST STREET, BRENTWOOD, CA, 94513 4005 PORT CHICAGO HWY, CONCORD, CA 94520 FIRE PROTECTION DISTRICT CONTRA COSTA COUNTY NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2023 Shah Kawasaki Architects Know what's below. Callbefore you dig. R 570 10th Street, Suite 201 Oakland, CA 94607 09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE NOT FOR CONSTRUCTIONPLANTING PLAN 2ND FLOOR L-201 10' SCALE: 1"=10' 0' 5' 20' PLANS SHALL COMPLY WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLANS. 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS AND CODES. 2. APPROPRIATE SOIL AMENDMENTS SHALL BE PROVIDED BASED ON SOIL TEST RESULTS. 3. PLANTING AREAS SHALL HAVE A 3" DEPTH OF APPROVED BARK MULCH AFTER FINAL SHAPING OF SAUCERS AND DRESSED OFF NEATLY. 4. TREES SHALL BE STAKED PER CITY STANDARDS. 5. ROOT BARRIER, 10 LINEAL FEET CENTERED ON TREES, TO BE INSTALLED WHEN THE TREE IS WITHIN 5' OF SIDEWALKS, ROADWAYS, BUILDINGS, OR CURBS. 6. TRIANGULAR SPACING FOR GROUND COVER PLANTING BEDS. GENERAL PLANTING NOTES GREEN BUILDING CODE TREE SHADING 1. LANDSCAPE IMPROVEMENT PLANS SHALL MEET GREEN BUILDING CODE REQUIREMENTS. FOR TREE SHADING. 1.1. 5.106.12.1 PARKING LOT SHADING, 1.2. 5.106.12.2 LANDSCAPE TREE SHADING, AND 1.3. 5.106.12.3 HARDSCAPE TREE SHADING. 2. TREE IS ASSUMED TO BE PLANTED FROM 15 GALLON CONTAINERS MINIMUM. CRIME PREVENTION THROUGH ENVIRONMENTAL DESIGN (CPTED): PLANT SPECIES THAT ALLOW CRIME PREVENTION THROUGH ENVIRONMENTAL DESIGN STRATEGIES TO BE IMPLEMENTED SHALL BE USED IN LANDSCAPE DESIGN. SPECIES SHALL BE SELECTED AND INTEGRATED INTO THE DESIGN TO MAINTAIN VISIBILITY OF ALL AREAS OF THE SITE AND DISCOURAGE USE OF AND ACCESS TO POTENTIAL PROBLEMS AREAS. PLANT SPECIES FOR THESE AREAS SHALL INCLUDE SHRUBS AND GROUNDCOVERS THAT ALLOW VISIBILITY AND DO NOT CREATE PLACES FOR HIDING, EITHER BY THEIR SIZE OR FOLIAGE DENSITY, OR THOSE THAT HAVE THORNS, PRICKLY FOLIAGE, OR OTHERWISE DETER LOITERING AND DISCOURAGE USE OF AND ACCESS TO AREAS OF LANDSCAPE THAT ARE UNINTENDED TO BE USED OR ACCESSED. PLANTING DESIGN SUMMARY 1. PLANTS SHALL HAVE THE FOLLOWING CHARACTERISTICS: 1.1. LOW WATER USE, WATERWISE PLANTING PALETTE. 1.2. LONG-TERM ADAPTABILITY TO THE SITE LOCATION AND CLIMATIC CONDITIONS. 1.3. EASE OF MAINTENANCE SO AS NOT TO REQUIRE SUBSTANTIAL PRUNING, LEAF AND LITTER COLLECTION OR PEST CONTROL. 1.4. PROVIDE SHADE, STREET SCREENING, AND ACCENT ENTRY 1.5. "RIGHT PLANT, RIGHT PLACE." BUILDING OVERHANG HYDROTECH ALUMINUM CUBES (2) 24" X 24" X 20"H (2) 48" X 24" X 20"H (1) 48" X 48" X 36"H SEE ARCHITECTURAL PLANS FOR SECTION, DETAILS AND DESCRIPTIONS. FINAL APPROVAL OF ROOFTOP PATIO PLANTER DEPT AND MATERIALS TO BE DETERMINE DURING CONSTRUCTION DOCUMENTS PHASE OF PROJECT. PLANT MATERIAL AND SIZE SHALL BE BASED ON FINAL APPROVED DEPT OF ROOFTOP PLANTER. LANDSCAPE MULCH PLAN 1:10 1 LANDSCAPE CONSTRUCTION DETAILS 1. RECOMMENDED PLANTING PALETTE AND FOR REFERENCE ONLY. 2. ALL PLANTING AND IRRIGATION TO BE INSTALLED PER CITY DETAILS AND STANDARDS. 3. STREET TREES SHALL COMPLY WITH CITY LIST AND REQUIREMENTS. 4. PLANTS SHALL COMPLY WITH CITY OF BRENTWOOD APPROVED DROUGHT TOLERANT AND NATIVE PLANT LIST. HYDROTECH ALUMINUM CUBES (2) 24" X 24" X 20"H (3) 48" X 24" X 20"H (2) 48" X 48" X 36"H SEE ARCHITECTURAL PLANS FOR SECTION, DETAILS AND DESCRIPTIONS. NOT FOR CONSTRUCTION Page 505 of 590 WT
WT
WT
WT
WT
UT
UT
EL
UT
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WM
VEHICLE PERMEABLE PAVER SYSTEM, SCD
PEDESTRIAN CONCRETE PAVING, SCD
VEHICULAR CONCRETE PAVING, SCD FOR TYPES
TRUNCATED DOMES; SCD
PROPERTY LINE
(E) TREE
S1
SITE LIGHT POLE; SED(N) TREE; SLD
STRIPED
ACCESSIBLE
LOADING AREA
LANDSCAPE, SLD
LEGEND
ACCESSIBLE
PATH OF TRAVEL
( XXX - # ) MATERIAL TAG SEE A-801
GENERAL NOTES1. SEE ELECTRICAL DRAWINGS "SED" FOR ELECTRICAL EQUIPMENT AND
CONNECTIONS
2. SEE LANDSCAPE DRAWINGS "SLD" FOR PLANTING, IRRIGATION AND
OTHER SITE FEATURES
3. SEE CIVIL DRAWINGS "SCD" FOR ADDITIONAL SCOPE NOT SHOWN HERE
INCLUDING PAVING, GRADING, PEDESTRIAN PAVING SCORING, SITE UTILITIES AND OTHER SITE FEATURES
4. EXTERIOR CONCRETE SCORE PATTERN IS TYP. BASED ON 9' x 9.75' GRID, UON; SCD FOR EXPANSION JOINT LOCATION AND DETAILS
5. SEE A-### FOR EXTERIOR FINISH SCHEDULE6. SEE A-### FOR DOOR SCHEDULE FOR GATES7. SEE A-131, A132 & A-201, A-202 FOR LOCATION OF EXTERIOR LIGHTING
FIXTURES ON SOFFITS AND EXTERIOR WALLS NOT SHOWN HERE, REFER TO ELECTRICAL PHOTOMETRIC PLAN FOR ADDITIONAL INFORMATION
8. PROPERTY LINE DIMENSIONS AND OVERALL EXTERIOR BUILDING
DIMENSIONS HAVE BEEN ROUNDED TO NEAREST HALF-INCH
A-801
A-921
EXISTING VETERANS MEMORIAL BUILDING
EXISTING BUILDING
EXISTING BUILDING
DIABLO WAY
FIRST STREET
32.001
04.003
05.016
32.012
32.019
32.020
05.019
G-01
G-04
04.003
22.035
E.007
PROPERTY LINE
05.026 05.026
TYP
03.004
22.041
26.011
32.017
32.005
E.009E.010
5' - 6"
6' - 4"
32.018
S1 NO
PARKING
CONTRA CONSTA FIRE PROTECTION DISTRICT FIRE STATION 94
22.039
32.00432.004
RECYCLE/TRASH
32.025
32.026
17' -11"
9"
6' - 11"
18' -0"
2' - 0"
2' -0"
26.04726.045
26.064
26.060
196
32.016
197
198
32.010
A-101
J4
26.00126.046
TYP
05.019
32.016
32.011
32.011
TYP
26.062
S1
26.062
TYP
26.062
TYP
26.065
12' - 0" 5' - 0"
TYP.
9' - 0"
47' - 7"
120' -3"
102' - 5"
150' - 0"
75' -1"
APPROX. DIST TO CL OF STREET
40' - 2"
32.015
FLUSH CURB, SCD.
S3
26.066
26.062
3' - 5" 8' - 6"
3' -0"
5' -7" 7' - 9"
5' - 9"
5' -0"
45' -3"
32' - 4"
26' -1"9' -6"9' -3"41' -0"15' -9"
1' - 11"
13' - 8"
46' - 0"
26' -6"
11' - 10"
20' -5"
8' - 11"
12' - 10"
8' - 10"
J8
A-101
5' - 0" BLDG. SETBACK
6' -0"8' -7"
2' -8"
9' - 0"
18' -0"
9' - 4"
90' - 2"
8"
32.028
30' - 1"
20' -6"1
0' -5"
32.004
18' -0"
04.006
LEVEL 1
0"
(PCC-1)
(?)
(CMU-2)
7' - 2"
NOTE: CMU WALLS ENCLOSING GENERATOR ARE TALLER, REFER TO KEYNOTES TYP
26.062
KEYNOTES
03.004 CONTROL JOINTS, TYP, SCD04.003 GROUND FACE CMU WALL, 7'-2" TALL, CMU-1 & CMU-2 FINISH, TYP04.006 GROUND FACE CMU GENERATOR ENCLOSURE WALL, 10'-0" TALL, CMU-1 & CMU-2 FINISH, TYP
05.016 GALV. STEEL PV COVERED PARKING CANOPY STRUCTURE OVER EV SPACES, W/PV PANELS (ALTERNATE 1)
05.019 STEEL BOLLARD, EXTERIOR NON-REMOVABLE BOLLARD05.026 STEEL FENCE ON 2" CONC. CURB W/GALV. HSS POSTS AND 3 ROWS OF HORZ.
Z-GIRTS / CHANNELS; OVERALL 7'-2" TALL; FACED W MINERAL FIBER CEMENTPANEL; FINISH (MFC-1)
22.035 FUEL TANK W/FILLING PUMP AND TRANSFER PUMP, APPROX. 4'9" TALL, SPD22.039 HOSE BIB, HOSE REEL, SPD22.041 BACK FLOW PREVENTER, SCD26.001 PG&E TRANSFORMER, PAD AND BOLLARDS26.011 GATE COMBO CARD READER & KEYPAD / EXTENSION POST PEDESTAL PRO 72-9C-D OR SIM, SED
26.045 AUTOMATIC TRANSFER SWITCH, SED26.046 GENERATOR CONNECTION PANEL, APROX. 7'-6" TALL, SED26.047 MAIN SWITCH BOARD, APPROX. 6'-0" TALL, SED26.060 GENERATOR W/316 GAL 24 HOUR BELLY TANK, APROX. 9'-3" TALL, SED26.062 WALL-MOUNTED EXTERIOR WALL LIGHT, SED26.064 FUTURE BATTERY ENERGY STORAGE SYSTEM, APPROX. 6' TALL, SED26.065 EXTERIOR BOLLARD LIGHT, SED26.066 FIXTURE MOUNTED TO STAIR LANDING AT 14'-0" AFF., SED.32.001 CUSTOM STEEL PLATE PICKET ROLLING GATE W/PERFORATED STEEL MESH
INFILL, FINISH W/HPC, & AUTOMATIC GATE OPERATOR
32.004 BIO-RETENTION AREA, SCD32.005 FIRE HYDRANT, SCD32.010 35' TALL ALUMINUM INTERNAL HALYARD FLAG POLE32.011 VEHICLE PARKING PERMEABLE PAVER SYSTEM, SCD32.012 VEHICULAR CONCRETE PAVING, SCD32.015 BIKE RACK (CYCLOOPS CIRCULO 2170-3-04-E, STAINLESS STEEL)32.016 CUSTOM STEEL PICKET FOLDING GATES W/PERFORATED METAL MESH,
FINISH W/HPC
32.017 STORM DRAIN, SCD32.018 (N) PROPERTY LINE32.019 PARKING STRIPING TO BE REMOVED (SHOWN DASHED)32.020 PARKING SPACE TO BE RE-STRIPED (SHOWN WITH DOUBLE LINES)32.025 RECYCLE / TRASH ROOM DRAINAGE, SCD.32.026 PLANTER ADJACENT TO BIORETENTION STRUCTURE, SLD32.028 (N) FIRE HYDRANT, SCD E.007 (E) RAMP TO REMAIN, SCDE.009 (E) TELEPHONE BOX; SCDE.010 (E) UTILITY BOX; SCD C 13476
LICENSED ARCHITECT
REN
. 2-28-25 STATE OF CAL IFORNIA
ALAN KAWASAKI
M
Drawing No.Drawing Title
12345678910111213141516
LKJHGFE
D
CBA
NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2024 Shah Kawasaki Architects Architect of Record Consultant
NOT FOR CONSTRUCTION
CLIENT
Project
MLKJHGFE
D
CBA
12345678910111213141516
SITE PLAN
A-101
SKA Project Number: 23703
CONTRA COSTA COUNTY FIRE
PROTECTION DISTRICT
FIRE STATION 94
739 1ST STREET, BRENTWOOD, CA, 94513
4005 PORT CHICAGO HWY,
CONCORD, CA 94520
CONTRA COSTA
COUNTY
FIRE PROTECTION DISTRICT
RE: J4/ A-101 1/16" = 1'-0"
SITE PLAN - SITE PLAN A4
RE: A4/ A-101 1/2" = 1'-0"
REAR-APRON TRASH ROOM / GENERATOR ROOM AXON J8 TYPICAL CMU SITE WALL ELEVATION J4
DIABLO WAY
Revision Number DATE ISSUE DESCRIPTION
09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE
UP
UP
A-201
A4
A-202
H4
A1
A-301
H1
A-301
AB
D
F
G
4 1
C
EXERCISE
105
ACCESSIBLE BATH RM
106
LOBBY
101
TURNOUT
113
DECON
114
STORAGE
112
ELEC. MACH. ROOM
104
STAIRS
ST-1
SCBA
111
APPARATUS BAY
109
MED RM
108
SHOP
110
ELEVATOR
103
STORAGE
107
H12
A-301
09.002
22.036
22.00511.037
06.013
E
24' -11"10' -23/4"9' -73/4"19' -111/8"19' -97/8"16' -43/8" 45' - 0"
05.020
3 2 ________ A-701 A1 ________ A-401 A4 06.029 06.002 13' - 8" 12' - 11" 18' - 5" 27.003 27.004
22.042
09.004
22.03811.007
06.015
11.025 05.022
111
106
104
105-A 113
115
109-B
101A
109-A
110
HALLWAY
102
102-A
12.01222.009
22.034
06.015
102-B
109-E
22.03922.040
22.039
+36
12.012
11.022
21.001
08.00208.002 08.008
+36
14.001
E1
A-301
TYP
05.019
10.021
8' - 0"
4' -3"
109-C109-D
26.057
26.058
11.006 ________ A-408
A4
26.05722.006
105-B
E2
A
D
D
D1
C
08.029
+33.5
09.002
12.006
H7
A-301
E1
ABOVE
B
10.002
11.040
11.005
11.014
1' -67/8"
18' -3"18' -31/4"
1' -77/8"
1' -67/8"
18' -3"18' -31/4"
1' -77/8"
1' - 6" 1
00' -107/8"
101' -6"
32' - 4"
13' - 8"
26' -1"9' -8"9' -0"4' -6"14' -0"4' -0"14' -0"4' -6"15' -9" 45' -3"
46' - 0" 2' - 0"
2' - 0"
CL 2' - 11"
CL
10' -6"CL 4' - 5"
CL
10' -10"
CLCL
10' -11"2' -8"
8' - 4"
3' - 7"
CLCL
8' -11"
7' -11"
CL
3' -3"
CL
10' -10"
CL
10' -11"
CLCL
5' -7"5' -0"
08.003 KEYNOTE
106
APP BAY
ROOM NAME / NUMBER
AA
106-7 DOOR TAG, SEE
LEGEND
A-921
WINDOW / STOREFRONT / CURTAIN WALL TAG, SEE A-### A-841CORNER GUARDS1-HR FIRE-RATED WALLNON-RATED WALL2-HR FIRE-RATED WALL RECESSED ALUM. WALK-OFF MAT W/ DRAIN TYP.RECESSED CARPET TILE MAT
WHEELCHAIR TURNAROUND CLEARANCE
GENERAL NOTES1. DIMENSIONS ARE FROM FACE OF STRUCTURE OR GRID LINE UON2. SEE ENLARGED PLANS FOR ITEMS NOT CALLED OUT HERE3. SEE INTERIOR ELEVATIONS FOR ALL WALL MOUNTED ITEMS AND
CABINET TYPES
4. SEE A-### FOR ROOF PLAN AND ADDITIONAL INFORMATION5. SEE A-### FOR BUILDING SECTIONS FOR EXTERIOR WALL AND
ROOF ASSEMBLIES
6. SEE A-205 FOR EXTERIOR FINISH INFORMATION7. SEE A-921 FOR DOOR SCHEDULE & DETAIL REFERENCES8. ALL STANDARD INTERIOR PARTITIONS ARE 2X4 OR 2X6 WOOD STUD FRAMING W/5/8" GYP BOARD BOTH SIDES, TYPE X AT RATED PARTITIONS, SSD FOR SHEAR WALLS, TYP
9. ALL ITEMS SHOWN AS DASHED ARE FF&E ITEMS, SOME OF WHICH ARE
OWNER FURNISHED, SOME OF WHICH ARE CONTRACTOR FURNISHED AND INSTALLED, SEE FF&E SCHEDULE.
A-141
A-301
RE: J4/ A-101 1/8" = 1'-0"
1ST FLOOR - PLAN A4
KEYNOTES
05.019 STEEL BOLLARD, EXTERIOR NON-REMOVABLE BOLLARD05.020 3" BRASS FIRE POLE, W/RECESSED RUBBER LANDING MAT05.022 PRE-FABRICATED METAL STAIR, GALVANIZED STEEL06.002 BUILT-IN CASEWORK, P-LAM FINISH, 3MM EDGEBANDING, STAINLESS STEEL COUNTER TOP W/MARINE EDGE, MONOLITHIC 4" BACKSPLASH
06.013 STAINLESS STEEL SHOP BENCH W/STAINLESS STEEL BACKSPLASH W/P-LAM FACED CABINETS BELOW ON A 6" CONCRETE CURB
06.015 UPPER CABINETS, P-LAM FINISH, 3-MM EDGEBANDING, TYP06.029 MEDICAL STORAGE CABINETS (ULINE H-1223 OR SIM.), CFCI08.002 ALUMINUM & GLASS SECTIONAL OVERHEAD DOORS, SD-1 (OVERHEAD DOOR MODEL 521)
08.008 STEEL 4-FOLD DOORS: GLAZED IN-SWINGING, FD-1 (DOOR ENGINEERING MODEL FF300), FINISH (FD-1)
08.029 ALUM. LOUVER, SMD, FINISH (ALL-1)09.002 RECESSED CARPET TILE WALK-OFF MAT (WM-1)09.004 RECESSED ALUMINUM WALK-OFF MAT W/DRAIN PAN (RC-1)10.002 GEARGRID TURNOUT LOCKERS, 24X32X72 LOCKERS WITH 2 HOOKS, GEAR
DRYER, HEAVY HANGER, NAME PLATE, DOOR
10.021 SEMI-RECESSED FIRE EXTINGUISHER CABINET W/FIRE EXTINGUISHER11.005 SCBA BOTTLE RACK, FF&E, CFCI11.006 CLOTHES DRYER, FF&E, CFCI11.007 WASHING MACHINE, FF&E, CFCI11.014 REFRIGERATOR, OFOI11.022 PPE DRYING CABINET, FF&E, CFCI11.025 SCBA COMPRESSOR, FF&E, CFCI11.037 60 LB EXTRACTOR, FF&E, OFCI11.040 ROLLING WORK BENCH, FF&E, OFOI12.006 BENCH, OFOI12.012 CHROME WIRE STORAGE SHELVING ON TOP OF 4" CONC. CURB (ULINE-H2946-86 AND OTHER SIZES AS REQ'D). PROVIDE BACKING ANDFASTEN TO WALL, TYP., CFCI
14.001 ENCLOSED LULA ELEVATOR21.001 FIRE RISER; SPD22.005 TERRAZZO MOP SINK, SPD22.006 FLOOR AREA DRAIN, SPD22.009 FREESTANDING STAINLESS-STEEL SINK W/ INTEGRATED DRAINBOARD & DECK MOUNT EMERGENCY EYEWASH STATION; SPD
22.034 ACCESSIBLE WALL-MOUNT SINGLE BOWL STAINLESS STEEL SINK, SPD.22.036 TRENCH DRAIN, SPD22.038 FREESTANDING STAINLESS-STEEL SINK W/ INTEGRATED DRAINBOARD22.039 HOSE BIB, HOSE REEL, SPD22.040 WHARF HYDRANT, SPD22.042 AIR COMPRESSOR, ON 6" CONC CURB; SPD26.057 DISCONNECT, SED26.058 ACCESSIBLE DOOR ACTUATOR27.003 VIDEO DOOR BELL, SEE FSAS DWG27.004 RECESSED ALCOVE FOR WALL PHONE, MAIL BOX, ACTUATOR C 13476
LICENSED ARCHITECT
REN
. 2-28-25 STATE OF CAL IFORNIA
ALAN KAWASAKI
M
Drawing No.Drawing Title
12345678910111213141516
LKJHGFE
D
CBA
NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2024 Shah Kawasaki Architects Architect of Record Consultant
NOT FOR CONSTRUCTION
CLIENT
Project
MLKJHGFE
D
CBA
12345678910111213141516
1ST FLOOR PLAN
A-121
SKA Project Number: 23703
CONTRA COSTA COUNTY FIRE
PROTECTION DISTRICT
FIRE STATION 94
739 1ST STREET, BRENTWOOD, CA, 94513
4005 PORT CHICAGO HWY,
CONCORD, CA 94520
CONTRA COSTA
COUNTY
FIRE PROTECTION DISTRICT
Revision Number DATE ISSUE DESCRIPTION
09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE
DN
DN
08.003 KEYNOTE
106
APP BAY
ROOM NAME / NUMBER
AA
106-7 DOOR TAG, SEE
LEGEND
A-921
WINDOW / STOREFRONT / CURTAIN WALL TAG, SEE A-### A-841CORNER GUARDS1-HR FIRE-RATED WALLNON-RATED WALL2-HR FIRE-RATED WALL RECESSED ALUM. WALK-OFF MAT W/ DRAIN TYP.RECESSED CARPET TILE MAT
WHEELCHAIR TURNAROUND CLEARANCE
A-202
D4
A-201
A4
A-202
H4
A1
A-301
H1
A-301
AB
D
F
G
4 1
C
DORM
211
ACCESSIBLE BATH RM
215
DORM
210
IT
207
PANTRY
206
ELEC
205
OFFICE
208
DORM
213
ELEVATOR
216
DORM
212
UTILITY
217
KITCHEN
203
DAY ROOM / DINING
202
HALLWAY
218
BATH RM
214
FIRE POLE ALCOVE
209
H12
A-301
11.011
22.005
11.00611.007
45' - 0"
E
24' -11"10' -23/4"9' -73/4"19' -111/8"19' -97/8"16' -43/8" 3 2 ________ A-405 E4 ________ A-402 A4 ________ A-403 A4 STAIRS ST-2 MECH
204
TYP
32.022
13' - 8" 12' - 11" 18' - 5"
05.02122.02022.018
207
209
210211
217
212
213
215
214
202-A
204
218
205
202-B
12.011
E1
A-301
+36"
+34" ________ A-701
G4
26.055
208
+30"
K
JJ
I1I1
I1I1I1I1
L
I2
I2
I1I2
GGGG
22.046
5/16" :12 SLOPE
CLR
9' - 4 5/8"
11' -61/8"CLR
3' -6"
TYP
+38"
06.002
H7 22.014
A-301
N
28.004
TYP
32.022
TYP
32.027
05.023
OVERHEAD
TYP
05.022
101' -6"
32' - 4"
13' - 8"
CL
25' -5"10' -5"9' -0"4' -6"14' -0"4' -0"14' -0"4' -6"15' -9" 45' -3"
46' - 0" 2' - 0"
2' - 0"
8' - 4" 9"
CL
12' - 1"
CL
7' - 4"
CL
6' -5"
CL
4' -7"
CL
6' -4"
5' - 5"
CL
7' -0"
CL
7' -11"
9' -0"
CL 15' - 8"
CL
6' -9"
CLCL
7' -9"11' -8"
CLCLCL
6' -4"9' -0"4' -7"4' -5"
CL
6' -5"
7"
GENERAL NOTES1. DIMENSIONS ARE FROM FACE OF STRUCTURE OR GRID LINE UON2. SEE ENLARGED PLANS FOR ITEMS NOT CALLED OUT HERE3. SEE INTERIOR ELEVATIONS FOR ALL WALL MOUNTED ITEMS AND
CABINET TYPES
4. SEE A-### FOR ROOF PLAN AND ADDITIONAL INFORMATION5. SEE A-### FOR BUILDING SECTIONS FOR EXTERIOR WALL AND
ROOF ASSEMBLIES
6. SEE A-205 FOR EXTERIOR FINISH INFORMATION7. SEE A-921 FOR DOOR SCHEDULE & DETAIL REFERENCES8. ALL STANDARD INTERIOR PARTITIONS ARE 2X4 OR 2X6 WOOD STUD FRAMING W/5/8" GYP BOARD BOTH SIDES, TYPE X AT RATED PARTITIONS, SSD FOR SHEAR WALLS, TYP
9. ALL ITEMS SHOWN AS DASHED ARE FF&E ITEMS, SOME OF WHICH ARE
OWNER FURNISHED, SOME OF WHICH ARE CONTRACTOR FURNISHED AND INSTALLED, SEE FF&E SCHEDULE.
A-141
A-301
KEYNOTES
05.021 ROOF LADDER05.022 PRE-FABRICATED METAL STAIR, GALVANIZED STEEL05.023 CUSTOM STEEL CANOPY, 8" C-CHANNELS AT PERIMETER, CORRUGATED METAL ROOFING, INTERNAL GUTTER, FINISH EXPOSED PORTIONS OF STEELW/HPC (EP-1A)
06.002 BUILT-IN CASEWORK, P-LAM FINISH, 3MM EDGEBANDING, STAINLESS STEEL COUNTER TOP W/MARINE EDGE, MONOLITHIC 4" BACKSPLASH
11.006 CLOTHES DRYER, FF&E, CFCI11.007 WASHING MACHINE, FF&E, CFCI11.011 BBQ GRILL, PROVIDE GAS LINE, OFOI12.011 EXTERIOR TABLE AND CHAIRS, OFOI22.005 TERRAZZO MOP SINK, SPD22.014 SS SINK WITH INTEGRAL DRAINBOARD, MONOLITHIC WITH COUNTER, SPD22.018 WATER HEATER, SPD22.020 WATER STORAGE TANK, SPD22.046 REVERSE OSMOSIS WATER FILTRATION SYSTEM, SPD26.055 SERVER RACKS, SED28.004 MONITOR FOR LIVE SECURITY CAMERA FEEDS, PROVIDE POWER, DATA, AND
BACKING, SED, MONITOR, OFOI, BACKING CFCI
32.022 RAISED PAVER SYSTEM (BP-1)32.027 METAL PLANTER BOXES, SLD. , SEE EXT. FINISH (BMP-1) C 13476
LICENSED ARCHITECT
REN
. 2-28-25 STATE OF CAL IFORNIA
ALAN KAWASAKI
M
Drawing No.Drawing Title
12345678910111213141516
LKJHGFE
D
CBA
NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2024 Shah Kawasaki Architects Architect of Record Consultant
NOT FOR CONSTRUCTION
CLIENT
Project
MLKJHGFE
D
CBA
12345678910111213141516
2ND FLOOR PLAN
A-122
SKA Project Number: 23703
CONTRA COSTA COUNTY FIRE
PROTECTION DISTRICT
FIRE STATION 94
739 1ST STREET, BRENTWOOD, CA, 94513
4005 PORT CHICAGO HWY,
CONCORD, CA 94520
CONTRA COSTA
COUNTY
FIRE PROTECTION DISTRICT
RE: A4/ A-201 1/8" = 1'-0"
2ND FLOOR - PLAN A4
Revision Number DATE ISSUE DESCRIPTION
09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE
ERV 1
MV
EH4
EH1
EH3
EH2
VEX-1
MV
WH-2 WH-1
DS-1
HRC-1
EH5
EH1
A-202
D4
A-201
A4
A-202
H4 A1
A-301
H1
A-301
AB
D
F
G
4 1
C
5/16" :12 SLOPE
5/16" :12 SLOPE
5/16" :12 SLOPE
5/16":12 SLOPE
H12
A-301
E
45' - 0"
24' -11"10' -23/4"9' -73/4"19' -111/8"19' -97/8"16' -43/8"
26.061
3 2
08.001
23.00523.008
23.005
SOLAR ZONE:
769 SQ. FT.
E1
A-301
07.007
5/16":12 SLOPE
23.005
EF-6
26.059
6' - 0"
PE-1 / PHP-1
RH-1
H7
A-301
26.063
100' -107/8"
33' - 2"
14' - 8" CL
42' -0"2' -10"41' -9"15' -4"
45' -8"40' -11"15' -5"
21' - 8" 9' - 9" 17' - 4"
CL
9"
CL 1' - 11" 5' - 2"
23.009
EXHAUST HOOD, SMD PLUMBING VENT, SPD
PLV
CORRUGATED METAL ROOFING; (R-2) FINISHPV PANELS, (ALTERNATE 2)
ROOF DRAIN
SOLAR TUBE
ROOF HATCHTPO ROOFING; (R-1) FINISH
08.003 KEYNOTE
AA
LEGEND
WALKWAY PADSWINDOW / STOREFRONT / CURTAIN WALL TAG, SEE AA-### THROUGH A-### -841 ---
CONCRETE MECHANICAL PAD; SMDPV PANELS, BASE BID
GENERAL NOTES1. PROVIDE CRICKETS AS REQUIRED AT ALL CURBS TO ALLOW PROPER
DRAINAGE FLOW AROUND ALL ROOF OBSTRUCTIONS
2. PROVIDE PV PANELS WITHIN SOLAR READY ZONES, ALTERNATE 2, SEE A-### , SED
3. SEE MECHANICAL & PLUMBING DRAWINGS FOR ROOFTOP
EQUIPMENT, VENTS, ETC.
A-001
CALIFORNIA ENERGY COMMISSION SOLAR READY CALCULATION (FOR FUTURE PHASE, NIC) LOW ROOF AREA = 709 SFHIGH ROOF AREA = 3,091 SFTOTAL ROOF AREA (A) = 3,800 SFSKYLIGHT AREA (B) = 7 SFMINIMUM SOLAR AREA CALCULATION (C):
.15 x (A-B) = C.15 x (3,800 - 7) = 569 SF
SPACE ALLOTTED FOR PHOTOVOLTAIC PANELS:HIGH ROOF POTENTIAL SOLAR ZONE = 760 SF A1
A-301
F
G
4 3 2 1
E1
A-301
5/16:12
5/16:12
PEDESTAL PAVER ROOF ASSEMBLY; (BP-1) FINISH; O/ 1/2" COVER BOARD; O/ TAPERED RIGID INSULATION; O/ 3/4" PLYWOOD SHEATHING; SEE SSD; COVER BOARD SHOWN HERE SEE FOR A4 / A-122PAVER PAVER LAYOUT
5/16:12
5/16:12
5/16:12 5/16:12
5/16:12
5/16:12 5/16:12
RE: G4/ A-201 1/8" = 1'-0"
ROOF PLAN A4
C 13476
LICENSED ARCHITECT
REN
. 2-28-25 STATE OF CAL IFORNIA
ALAN KAWASAKI
M
Drawing No.Drawing Title
12345678910111213141516
LKJHGFE
D
CBA
NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2024 Shah Kawasaki Architects Architect of Record Consultant
NOT FOR CONSTRUCTION
CLIENT
Project
MLKJHGFE
D
CBA
12345678910111213141516
ROOF PLAN
A-141
SKA Project Number: 23703
CONTRA COSTA COUNTY FIRE
PROTECTION DISTRICT
FIRE STATION 94
739 1ST STREET, BRENTWOOD, CA, 94513
4005 PORT CHICAGO HWY,
CONCORD, CA 94520
CONTRA COSTA
COUNTY
FIRE PROTECTION DISTRICT
KEYNOTES
07.007 ROOF HATCH; 4X408.001 SOLATUBE SOLAMASTER 750 DS-C, TYP.23.005 MECH. EQUIPMENT, SMD23.008 REMOTE ROOF MOUNTED KITCHEN EXHAUST HOOD FAN, SEE SPECS, SMD23.009 ROOF MOUNTED MECHANICAL EQUIPMENT26.059 (2) 2" CONDUIT TO IT ROOM, WITH WEATHERHEADS W/(2) HORIZONTAL
UNISTRUT BETWEEN, FOR ANTENNA MOUNTING BY OWNER
26.061 PV SOLAR AREA, PROVIDE PV PANELS PER ALTERNATE 226.063 PV PANELS BASE BID SCOPE, SED RE: A4/ A-201 1/8" = 1'-0"
2ND FLOOR - PATIO ROOF PLAN J11
Revision Number DATE ISSUE DESCRIPTION
09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE
LEVEL 1
0"
LEVEL 2
17' - 8"
UPPER ROOF TO SHEATHING
29' - 8"
H1
A-301
UPPER TO PARAPET
36' - 2"
LOW TO PARAPET
21' - 2"
F D B A
G
C
H12
A-301
E
04.005 08.003
05.029
E1
A-301
08.008
03.005
03.007
05.028
10.02610.003
08.003
PROPERTY LINE
NEIGHBOURINGBUILDING
APPROX20' -0"
94 FIRE STATION
CONTRA COSTA COUNTY
FIRE + RESCUE
7' -2"
TYP
03.008
1' -8"
32.004 32.024
739 1st STREET
LOWER PARAPET
34' - 2"
W4
W3 W3W3
05.026
H7
A-301
10' -0"
07.005 07.005
05.023
W3
CL
10' -0"
CL EQ EQ
12' -4"
TYP.
5' - 0"
TYP. 6' - 4"
2' -8"
CLR. 32.010
14' - 0"
15' - 0"
7' -2"5' -2"
6' - 0"
1' -8"
14' -0"
10' - 1"
7' -2"5' -2"
1' -3"
10"
4"
5' - 9"
10"
10"
9' -8"
8"
1' -3"
1' -6"
9' -9"
27.00523.009
LEVEL 1
0"
LEVEL 2
17' - 8"
H1
A-301
UPPER TO PARAPET
36' - 2"
LOW TO PARAPET
21' - 2"
A B C D F G
H12
A-301
E
07.006 22.040 22.039 22.039 08.029
E1
A-301
04.005 07.008 03.002 08.002
08.009
03.007 05.031
05.022
05.005
W2 W2
W3 W3 W3
W1
W1
W1
W1
PROPERTY LINE
EXISTING BUILDING
LOWER PARAPET
34' - 2"
W2
H7
A-301
08.029
7' -2"
CL
10' -0"
05.026 05.028
05.023
W3
7' -2"
26.066
~9' -11/2"~8' -61/2"
26.064
6' -8"2' -4"
14' -0"
08.003 KEYNOTE
BRICK (BR-1)
GLAZING (IGU-1)LOUVER & TAG, SMD (ALL-1)
CEMENT PLASTER (CP-1)
MINERAL FIBER CEMENT PANELS, VERTICAL (MFC-1)
SPANDREL GLASS IGU (IGU-2)
LEGEND
L1
PRECAST CONCRETE (PCC-2)BIO-RETENTION PLANTERS W/PCC-2 CLADDING, SCDRAIN PATTERNED GLASS IGU (TIGU-2)
GENERAL NOTES
1. SEE SHEET A-205 FOR EXTERIOR FINISH INFORMATION 2. FOR DOOR TAGS, A-121 & A-122 ; FOR DOOR SCHEDULE, SEE A-921
3. FOR WINDOW TAGS, SEE A-121 FOR WINDOW SCHEDULE, SEE
A-841
4. ITEMS MAY BE IDENTIFIED AT A SINGLE LOCATION BY A
KEYNOTE ARE TYPICAL AT ALL LOCATIONS, EVEN IF NO KEYNOTE IS IDENTIFIED
5. NOTE: CAST ALUMINUM SIGNAGE TO HAVE LED BACKLIGTING
C 13476
LICENSED ARCHITECT
REN
. 2-28-25 STATE OF CAL IFORNIA
ALAN KAWASAKI
M
Drawing No.Drawing Title
12345678910111213141516
LKJHGFE
D
CBA
NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2024 Shah Kawasaki Architects Architect of Record Consultant
NOT FOR CONSTRUCTION
CLIENT
Project
MLKJHGFE
D
CBA
12345678910111213141516
EXTERIOR
ELEVATIONS
A-201
SKA Project Number: 23703
CONTRA COSTA COUNTY FIRE
PROTECTION DISTRICT
FIRE STATION 94
739 1ST STREET, BRENTWOOD, CA, 94513
4005 PORT CHICAGO HWY,
CONCORD, CA 94520
CONTRA COSTA
COUNTY
FIRE PROTECTION DISTRICT
1/8" = 1'-0"
EAST ELEVATION G4
RE: A4/ A-121 1/8" = 1'-0"
WEST ELEVATION A4
KEYNOTES
03.002 CONCRETE CURB03.005 PRECAST CONCRETE LINTEL, TYP FINISH (PCC-2)03.007 PRECAST CONCRETE CORNICE, TYP FINISH (DV-1)03.008 PRE-CAST CONCRETE PLINTH, MATCH FINISH (PCC-2)04.005 EXT. BRICK WALL, FINISH (BR-1)05.005 4" DIA. GALV. STEEL BOLLARD, PTD05.022 PRE-FABRICATED METAL STAIR, GALVANIZED STEEL05.023 CUSTOM STEEL CANOPY, 8" C-CHANNELS AT PERIMETER, CORRUGATED METAL ROOFING, INTERNAL GUTTER, FINISH EXPOSED PORTIONS OF STEELW/HPC (EP-1A)
05.026 STEEL FENCE ON 2" CONC. CURB W/GALV. HSS POSTS AND 3 ROWS OF HORZ.
Z-GIRTS / CHANNELS; OVERALL 7'-2" TALL; FACED W MINERAL FIBER CEMENTPANEL; FINISH (MFC-1)
05.028 CUSTOM STEEL CANOPY, 8" C-CHANNELS AT PERIMETER, CORRUGATED METAL ROOFING, INTERNAL GUTTER & STAINLESS STEEL RAIN-CHAIN ASSHOWN, FINISH EXPOSED PORTIONS OF STEEL W/HPC, FINISH (EP-1A)
05.029 STEEL CANOPY STRUCTURE W/ GLASS, FINISH EXPOSED STEEL PORTIONS W/HPC FINISH (EP-1A)
05.031 GSM COPING, TYP FINISH (EP-1A)07.005 MINERAL FIBER CEMENT PANELS; (MFC-1) FINISH; TYP07.006 EXT. STUCCO WALL, FINISH (CP-1)07.008 EXT STUCCO WALL SCORE JOINT08.002 ALUMINUM & GLASS SECTIONAL OVERHEAD DOORS, SD-1 (OVERHEAD DOOR MODEL 521)
08.003 ALUM. STOREFRONT AND WINDOWS WO, ES-1 (KAWNEER 451T)08.008 STEEL 4-FOLD DOORS: GLAZED IN-SWINGING, FD-1 (DOOR ENGINEERING MODEL FF300), FINISH (FD-1)
08.009 ALUMINUM CASEMENT WINDOW, ES-1 (KAWNEER AA-4325 W/ EXTERIOR
MUNTINS)
08.029 ALUM. LOUVER, SMD, FINISH (ALL-1)10.003 CAST ALUMINUM BUILDING LETTER SIGNAGE, 18" TALL10.026 CAST ALUMINUM BUILDING LETTER SIGNAGE, 8" TALL22.039 HOSE BIB, HOSE REEL, SPD22.040 WHARF HYDRANT, SPD23.009 ROOF MOUNTED MECHANICAL EQUIPMENT26.064 FUTURE BATTERY ENERGY STORAGE SYSTEM, APPROX. 6' TALL, SED26.066 FIXTURE MOUNTED TO STAIR LANDING AT 14'-0" AFF., SED.27.005 ROOFTOP ANTENNA32.004 BIO-RETENTION AREA, SCD32.010 35' TALL ALUMINUM INTERNAL HALYARD FLAG POLE32.024 BIO-RETENTION AREA W/ PRE-CAST CONCRETE CLADDING TO MATCH PLINTH, SCD
Revision Number DATE ISSUE DESCRIPTION
09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE
LEVEL 1
0"
LEVEL 2
17' - 8"
UPPER ROOF TO SHEATHING
29' - 8"
H1
A-301
UPPER TO PARAPET
36' - 2"
LOW TO PARAPET
21' - 2"
F D B A
G
C
H12
A-301
E
04.005 08.003
05.029
E1
A-301
08.008
03.005
03.007
05.028
10.02610.003
08.003
PROPERTY LINE
NEIGHBOURING BUILDING
APPROX 20' - 0"
94 FIRE STATION
CONTRA COSTA COUNTY
FIRE + RESCUE
7' - 2"
TYP
03.008
1' - 8" 32.004 32.024
739 1st STREET
LOWER PARAPET
34' - 2"
W4
W3 W3W3
05.026
H7
A-301
10' - 0"
07.005 07.005
05.023
W3
CL
10' - 0"
CL EQ EQ
12' - 4"
TYP.
5' - 0"
6' - 4"2' - 8"
TYP.
CLR.
14' - 0"
15' - 0"
7' - 2" 5' - 2"
6' - 0"
1' - 8"
14' - 0"
10' - 1"
7' - 2" 5' - 2"
1' - 3"
10" 4"
5' - 9"
10"
10"
9' - 8"
8"
1' - 3"
1' - 6"
9' - 9"
27.00523.009
LEVEL 1
0"
LEVEL 2
17' - 8"
A1
A-301
UPPER TO PARAPET
36' - 2"
LOW TO PARAPET
21' - 2"
1 4
08.003 07.006
2 3
08.025 03.002
05.023
04.005
03.00503.00603.00503.007
07.008 08.004 05.022
W2 W2
05.026 03.008
7' -2"TYP
LOWER PARAPET
34' - 2"
W2
19' - 1"
9' -1"8"2' -7"10"
1' -8"
1' -8"
5' - 5"
4"
6' -4"
10"
1' -3"
1' -3"
2' - 9"
4"6' -4"
6' - 5"
3' - 4"
7' -2"5' -2"
26.066
2' -8"
LEVEL 2
17' - 8"
A1
A-301
UPPER TO PARAPET
36' - 2"
4 1
04.005
3 2
03.007
05.02208.00503.005 05.023
W3 W3
3' -6"
LOWER PARAPET
34' - 2"
28.003
32.027
TYP
08.003
1' - 5" 6' - 0" 1' - 5"
8"9' -0"
1' -3"
4' - 10"
3' - 11"
10"9' -0"
CL
9' -0"
08.003 KEYNOTE
BRICK (BR-1)
GLAZING (IGU-1)LOUVER & TAG, SMD (ALL-1)
CEMENT PLASTER (CP-1)MINERAL FIBER CEMENT PANELS, VERTICAL (MFC-1) SPANDREL GLASS IGU (IGU-2)
LEGEND
L1
PRECAST CONCRETE (PCC-2)BIO-RETENTION PLANTERS W/PCC-2 CLADDING, SCDRAIN PATTERNED GLASS IGU (TIGU-2)
GENERAL NOTES
1. SEE SHEET A-205 FOR EXTERIOR FINISH INFORMATION 2. FOR DOOR TAGS, A-121 & A-122 ; FOR DOOR SCHEDULE, SEE A-921
3. FOR WINDOW TAGS, SEE A-121 FOR WINDOW SCHEDULE, SEE
A-841
4. ITEMS MAY BE IDENTIFIED AT A SINGLE LOCATION BY A
KEYNOTE ARE TYPICAL AT ALL LOCATIONS, EVEN IF NO KEYNOTE IS IDENTIFIED
5. NOTE: CAST ALUMINUM SIGNAGE TO HAVE LED BACKLIGTING
C 13476
LICENSED ARCHITECT
REN
. 2-28-25 STATE OF CAL IFORNIA
ALAN KAWASAKI
M
Drawing No.Drawing Title
12345678910111213141516
LKJHGFE
D
CBA
NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2024 Shah Kawasaki Architects Architect of Record Consultant
NOT FOR CONSTRUCTION
CLIENT
Project
MLKJHGFE
D
CBA
12345678910111213141516
EXTERIOR
ELEVATIONS
A-202
SKA Project Number: 23703
CONTRA COSTA COUNTY FIRE
PROTECTION DISTRICT
FIRE STATION 94
739 1ST STREET, BRENTWOOD, CA, 94513
4005 PORT CHICAGO HWY,
CONCORD, CA 94520
CONTRA COSTA
COUNTY
FIRE PROTECTION DISTRICT
KEYNOTES
03.002 CONCRETE CURB03.005 PRECAST CONCRETE LINTEL, TYP FINISH (PCC-2)03.006 PRECAST CONCRETE SILL, TYP FINISH (PCC-2)03.007 PRECAST CONCRETE CORNICE, TYP FINISH (DV-1)03.008 PRE-CAST CONCRETE PLINTH, MATCH FINISH (PCC-2)04.005 EXT. BRICK WALL, FINISH (BR-1)05.022 PRE-FABRICATED METAL STAIR, GALVANIZED STEEL05.023 CUSTOM STEEL CANOPY, 8" C-CHANNELS AT PERIMETER, CORRUGATED METAL ROOFING, INTERNAL GUTTER, FINISH EXPOSED PORTIONS OF STEELW/HPC (EP-1A)
05.026 STEEL FENCE ON 2" CONC. CURB W/GALV. HSS POSTS AND 3 ROWS OF HORZ.
Z-GIRTS / CHANNELS; OVERALL 7'-2" TALL; FACED W MINERAL FIBER CEMENTPANEL; FINISH (MFC-1)
07.006 EXT. STUCCO WALL, FINISH (CP-1)07.008 EXT STUCCO WALL SCORE JOINT08.003 ALUM. STOREFRONT AND WINDOWS WO, ES-1 (KAWNEER 451T)08.004 ALUM. LOUVER, FINISH TO MATCH IMP-108.005 PTD. HOLLOW METAL DOOR & PTD. METAL FRAME, SEE DOOR SCHEDULE08.025 ALUMINUM SLIDING GLASS DOORS26.066 FIXTURE MOUNTED TO STAIR LANDING AT 14'-0" AFF., SED.28.003 OUTDOOR SPEAKER, USDD32.027 METAL PLANTER BOXES, SLD. , SEE EXT. FINISH (BMP-1) RE: A4/ A-121 1/8" = 1'-0"
NORTH ELEVATION H4
RE: A4/ A-122 1/8" = 1'-0"
SOUTH ELEVATION - SECOND FLOOR D4
Revision Number DATE ISSUE DESCRIPTION
09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE
C 13476
LICENSED ARCHITECT
REN
. 2-28-25 STATE OF CAL IFORNIA
ALAN KAWASAKI
M
Drawing No.Drawing Title
16 1415 13 12 11 10 123456789
LKJHGFE
D
CBA
NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2024 Shah Kawasaki Architects Architect of Record Consultant
NOT FOR CONSTRUCTION
CLIENT
Project
MLKJHGFE
D
CBA
12345678910111213141516
RENDERING
A-203
SKA Project Number: 23703
CONTRA COSTA COUNTY FIRE
PROTECTION DISTRICT
FIRE STATION 94
739 1ST STREET, BRENTWOOD, CA, 94513
4005 PORT CHICAGO HWY,
CONCORD, CA 94520
CONTRA COSTA
COUNTY
FIRE PROTECTION DISTRICT
1/8" = 1'-0"
EXTERIOR ELEVATION - SE A1
Revision Number DATE ISSUE DESCRIPTION
09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE
C 13476
LICENSED ARCHITECT
REN
. 2-28-25 STATE OF CAL IFORNIA
ALAN KAWASAKI
M
Drawing No.Drawing Title
12345678910111213141516
LKJHGFE
D
CBA
NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2024 Shah Kawasaki Architects Architect of Record Consultant
NOT FOR CONSTRUCTION
CLIENT
Project
MLKJHGFE
D
CBA
12345678910111213141516
RENDERING
A-204
SKA Project Number: 23703
CONTRA COSTA COUNTY FIRE
PROTECTION DISTRICT
FIRE STATION 94
739 1ST STREET, BRENTWOOD, CA, 94513
4005 PORT CHICAGO HWY,
CONCORD, CA 94520
CONTRA COSTA
COUNTY
FIRE PROTECTION DISTRICT
1/8" = 1'-0"
EXTERIOR ELEVATION - NE A1
Revision Number DATE ISSUE DESCRIPTION
09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE
(BR-1)
(ES-1)
(FD-1)
(BR-1)
(DV-1)(PCC-2)
(MFC-1)
(MFC-1)
(FD-1) (PCC-2) (EP-1A)
(DV-1)(EP-1A)
(BRP-1)
(BRP-1)
(FD-1)
(TIGU-2)
(GL-3) FROSTED CANOPY GLAZING SET BEHIND METAL SOFFIT
(FD-1) MATCH (FD-1)
(BR-1) TYP. EXTERIOR BRICK FACADE(ES-1) DARK BRONZE ANNODIZED ALUMINUM FRAME - KAWNEER(EP-1A) USED FOR EXT. METAL CANOPIES TO MATCH (ES-1)(FD-1) DOOR ENGINEERING RAL 3002 CARMINE RED (EP-1B) KELLY MOORE DESERT SHADOW KM4911(CMU-2) BASALITE - SPLIT FACE (CMU-1) BASALITE - SMOOTH FACE (MFC-1) SWISSPEARL CARAT, ANTHRECITE 7020(PCC-2) & (DV-1) TO MATCH, LIGHT SANDBLAST CONCRETE - TBD (CP-1) EXTERIOR STUCCO - FINISH COLOR TBD
ANODIZED, CLEAR FINISH CAST ALUMINUM LETTERS W/ LEDBACKLIGHTING C 13476
LICENSED ARCHITECT
REN
. 2-28-25 STATE OF CAL IFORNIA
ALAN KAWASAKI
M
Drawing No.Drawing Title
12345678910111213141516
LKJHGFE
D
CBA
NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2024 Shah Kawasaki Architects Architect of Record Consultant
NOT FOR CONSTRUCTION
CLIENT
Project
MLKJHGFE
D
CBA
12345678910111213141516
RENDERING -
MATERIAL ID
A-205
SKA Project Number: 23703
CONTRA COSTA COUNTY FIRE
PROTECTION DISTRICT
FIRE STATION 94
739 1ST STREET, BRENTWOOD, CA, 94513
4005 PORT CHICAGO HWY,
CONCORD, CA 94520
CONTRA COSTA
COUNTY
FIRE PROTECTION DISTRICT
1/8" = 1'-0"
EXTERIOR ELEVATION - NE (MATERIALS) A10
FINISH SCHEDULE - EXTERIOR MATERIALS
MATERIAL MANUFACTURER MODEL SPECIES/COLOR/FINISH
DOORS & WINDOWSES-1 EXTERIOR STOREFRONT KAWNEER TRIFAB 451-T DARK BRONZEFD-1 4-FOLD DOOR DOOR ENGINEERING FF300 GLAZED RAL 3002 (CARMINE RED)IGU-1 INSULATED GLASS UNIT - CLEAR VIRACON VE1 - 2MIGU-4 INSULATED GLASS UNIT - SPANDREL VIRACON VE19-2MSD-1 ALUMINUM SECTIONAL OVERHEAD DOOR OVERHEAD DOOR 521 RAL 3002 (CARMINE RED)TIGU-2 TEXTURED INSULATED GLASS UNIT - SPANDREL VIRACON SAME AS IGU-1 W/RAIN PATTERNED TEXTUREEXTERIOR FINISHEP-1A EXTERIOR PAINT TNEMEC ENDURA-SHIELD (SERIES 1075) MATCH (ES-1)EP-1B HIGH PERFORMANCE COATING KELLY MOORE COLOR STUDIO COLLECTION DESERT SHADOW KM4911EP-2 EXTERIOR PAINT BENJAMIN MOORE MATCH (CP-1)EP-3 EXTERIOR PAINT BENJAMIN MOORE MATCH (FD-1)FACADEBR-1 BRICK H.C. MUDDOX OLD SACRAMENTO BLEND 90% MISSION SMOOTH AND 10% OLD TOWN RED SMOOTH
CP-1 STUCCO LATH & PLASTER W/SCRATCH COAT & FINISH COAT TBDDV-1 MULTI-DIMENSIONAL CORNICE DURA ART STONE LIGHT SANDBLAST CONCRETE MATCH PCC-2MFC-1 FIBER CEMENT PANEL - VERTICAL SWISS PEARL CARAT- 5/16" THICK ANTHRACITE 7020PCC-2 PRECAST CONCRETE DURA ART STONE LIGHT SANDBLAST CONCRETE TBDMISCELLANEOUS ALL-1 ALUMINUM LOUVER GREENHECK MATCH CP-1
BMP-1 METAL PLANTER BOXES HYDROTECH ALUMINUM CUBESBRP-1 BIO RETENTION PLANTER CIP W/PCC-2 CLADDING @ EAST PLANTERS, CIP
ELSEWHERE
ROOFBP-1 PEDESTAL PAVERS HYDROTECH W/HANOVER
PAVERS
THE ULTIMATE ASSEMBLY INCLUDES: PAVERS, ADJUSTABLE PEDESTALS,
STYROFOAM, HYDROFLEX, MONOLITHICMEMBRANE AND SURFACE CONDITIONER GL-3 GLAZING FOR CANOPY TEMPERED FROSTEDR-1 TPO ROOFING HOLCIM ELEVATE ULTRAPLY TPO 60 MIL, WHITE (COOL ROOF)R-2 CORRUGATED METAL ROOF AEP SPAN MINI V BEAM COOL MIDNIGHT BRONZESITE WALLCMU-1 CMU-GROUND BASALITE 389-GROUND FACECMU-2 CMU-SPLIT BASALITE 389-SPLIT FACE 1/8" = 1'-0"
EXTERIOR MATERIAL FINISHES / COLORS A1
Revision Number DATE ISSUE DESCRIPTION
09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE
LEVEL 1
0"
LEVEL 2
17' - 8"
UPPER ROOF TO SHEATHING
29' - 8"
H1
A-301 ________ A-312
A6
UPPER TO PARAPET
36' - 2"
LEVEL 1 CEILING
12' - 4"
LEVEL 2 CEILING
26' - 8"
LOW TO PARAPET
21' - 2"
A B C D F G H12 A-301 ________ A-312 A1 E
EXERCISE
105
APPARATUS BAY
109
TURNOUT
113
HALLWAY
218
DAY ROOM / DINING
202
E1
A-301
STAIRS
ST-2
HALLWAY
102
STAIRS
ST-1
LOWER PARAPET
34' - 2"
H7
A-301
4' -2"
LEVEL 1
0"
LEVEL 2
17' - 8"
UPPER ROOF TO SHEATHING
29' - 8"
A1
A-301 ________ A-311
A10
UPPER TO PARAPET
36' - 2"
LEVEL 2 CEILING
26' - 8"
4 1
ELEC
205
KITCHEN
203
DAY ROOM / DINING
202
APPARATUS BAY
109
3 2 ________ A-311 A5
3' -0"
1' -6"
LEVEL 1
0"
LEVEL 2
17' - 8"
UPPER ROOF TO SHEATHING
29' - 8"
A1
A-301
LEVEL 1 CEILING
12' - 4"
LEVEL 2 CEILING
26' - 8"
1 ________ A-311 A1 DORM 212 ACCESSIBLE BATH RM 215
EXERCISE
105
HALLWAY
218
3 2 ________ A-312
A13
LOWER PARAPET
34' - 2"
LEVEL 1
0"
LEVEL 2
17' - 8"
A1
A-301
LEVEL 1 CEILING
12' - 4"
LEVEL 2 CEILING
26' - 8"
LOW TO PARAPET
21' - 2"
4 3 2 1 ________ A-313 G12 ________ A-313 G7
LEVEL 1
0"
LEVEL 2
17' - 8"
UPPER ROOF TO SHEATHING
29' - 8"
LEVEL 1 CEILING
12' - 4"
LEVEL 2 CEILING
26' - 8"
3 2 1
LOWER PARAPET
34' - 2" ________ A-313 A1
STORAGE
107
LOBBY
101
DORM
210
UTILITY
217
C 13476
LICENSED ARCHITECT
REN
. 2-28-25 STATE OF CAL IFORNIA
ALAN KAWASAKI
M
Drawing No.Drawing Title
12345678910111213141516
LKJHGFE
D
CBA
NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2024 Shah Kawasaki Architects Architect of Record Consultant
NOT FOR CONSTRUCTION
CLIENT
Project
MLKJHGFE
D
CBA
12345678910111213141516
BUILDING SECTIONS
A-301
SKA Project Number: 23703
CONTRA COSTA COUNTY FIRE
PROTECTION DISTRICT
FIRE STATION 94
739 1ST STREET, BRENTWOOD, CA, 94513
4005 PORT CHICAGO HWY,
CONCORD, CA 94520
CONTRA COSTA
COUNTY
FIRE PROTECTION DISTRICT
RE: A4/ A-121 1/8" = 1'-0"
NORTH-SOUTH SECTION A1
RE: A4/ A-121 1/8" = 1'-0"
EAST-WEST APP. BAY SECTION H1
RE: A4/ A-121 1/8" = 1'-0"
EAST-WEST HOUSE SECTION H12
RE: A4/ A-121 1/8" = 1'-0"
EAST-WEST PATIO SECTION E1
RE: A4/ A-121 1/8" = 1'-0"
EAST-WEST LOBBY SECTION H7
Revision Number DATE ISSUE DESCRIPTION
09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE
LEVEL 1
0"
LEVEL 2
17' - 8"
UPPER ROOF TO SHEATHING
29' - 8"
UPPER TO PARAPET
36' - 2"
LEVEL 1 CEILING
12' - 4"
LEVEL 2 CEILING
26' - 8"
4 3
FOOTING, SSDFINISH AS REQ'D, SCD FLOOR FINISH AS
SCHEDULED, TYP
CEILING FINISH AS SCHEDULED, TYPFLOOR FINISH AS SCHEDULED, TYP
ALUMINUM STOREFRONT SYSTEM
(ES-1), DOORS AND VENTS WO, SEE ELEVATIONS, SCHEDULE, TYP PRECAST CONCRETE SILL (PCC-2), TYPGSM COPING @ PARAPET, TYP
CEILING FINISH AS SCHEDULED, TYP
CEMENT PLASTER WALL ASSEMBLY:STUCCO ASSEMBLY (CP-1), O/ 7/8" SCRATCH COAT, O/ METAL LATH, O/1" MIN AIRSPACE, O/ 2" THICK XPS INSULATION,
O/ WEATHER RESISTANT BARRIER (WRB), O/ PLYWOOD SHEATHING, O/ 2X8 FRAMING, O/ 5/8" GYP BD, FILL CAVITY W/BATT INSUALATION, VAPOR RETARDER @ INSIDE FACE, TYP ELEC
205
APPARATUS BAY
109
KITCHEN
203 ________ A-834 A1 OH ________ A-834 G1 OH ________ A-832 J9
OH ________ A-832 E9 ________ A-831
F9
SIM
LOWER PARAPET
34' - 2"
A9
A-834
OH
ROOF ASSEMBLY:TPO ROOFING MEMBRANE, O/ 1/2" COVER BOARD, O/ TAPERED RIGID INSULATION, O/ 3/4" PLYWOOD SHEATHING, SSD, O/ WOOD JOISTS, SSD; FILL CAVITY BETWEEN JOISTS WITH BATT INSULATION, W/FIRE RESISTANT VAPOR RETARDER BELOW 1-HR RATED FLOOR
ASSEMBLY, OCCUPANCY
SEPARATION, TYP
5' -8"10"
6"
1' - 0"
1' -6"
4' -0"
5' -51/2"
51/2"
MECHANICAL EQUIPMENT ON CURB
LEVEL 1
0"
LEVEL 2
17' - 8"
UPPER ROOF TO SHEATHING
29' - 8"
UPPER TO PARAPET
36' - 2"
LEVEL 1 CEILING
12' - 4"
LEVEL 2 CEILING
26' - 8"
3 FOOTING, SSDFINISH AS REQ'D, SCD
CEILING FINISH AS SCHEDULED, TYP
FLOOR FINISH AS SCHEDULED; TYP
ALUMINUM STOREFRONT SYSTEM
(ES-1), VENTS WO, SEE ELEVATIONS, SCHEDULE, TYP
PRECAST CONCRETE SILL, (PCC-2), TYPPRECAST CONCRETE CORNICE, (PCC-1) FINISH,TYP
CEILING FINISH AS SCHEDULED, TYP
6" CONCRETE CURB, TYP
DORM
212
EXERCISE
105
DUALSHADE SYSTEM; W/BLACKOUT CHANNEL, TYP IN DORMS
2' -0"
2' -8"
LOWER PARAPET
34' - 2" ________ A-831 A13 ROOF ASSEMBLY: TPO ROOFING MEMBRANE, O/ 1/2" COVER BOARD, O/ TAPERED RIGID INSULATION, O/ 3/4" PLYWOOD SHEATHING, SSD, O/ WOOD JOISTS, SSD; FILL CAVITY BETWEEN JOISTS WITH BATT INSULATION, W/FIRE RESISTANT VAPOR RETARDER BELOW CEMENT PLASTER WALL ASSEMBLY: STUCCO ASSEMBLY (CP-1), O/ 7/8" SCRATCH COAT, O/ METAL LATH, O/1" MIN AIRSPACE, O/ 2" THICK XPS INSULATION, O/ WEATHER RESISTANT BARRIER (WRB), O/ PLYWOOD SHEATHING, O/ 2X8 FRAMING, O/ 5/8" GYP BD, FILL CAVITY W/BATT INSUALATION, VAPOR RETARDER @ INSIDE FACE, TYP 3' - 8" 11" 6" 6" LEVEL 1
0"
LEVEL 2
17' - 8"
UPPER ROOF TO SHEATHING
29' - 8"
UPPER TO PARAPET
36' - 2"
LEVEL 2 CEILING
26' - 8"
1 FOOTING, SSDFINISH AS REQ'D, SCD4-FOLD DOOR (FD-1) FINISH, TYP FLOOR FINISH AS SCHEDULED, TYPLZR WIDESCAN 4-FOLD DOOR INT. SENSOR, TYPFLOOR FINISH AS SCHEDULED, TYP ALUMINUM STOREFRONT SYSTEM (ES-1),
DOORS AND VENTS WO, SEE ELEVATIONS & SCHEDULE, TYP
PRECAST CONCRETE SILL (PCC-2), TYPPRECAST CONCRETE CORNICE, (PCC-2), TYPPRECAST CONCRETE LINTEL (PCC-2), TYP
CEILING FINISH AS SCHEDULED, TYP
ROOF ASSEMBLY:TPO ROOFING MEMBRANE, O/ 1/2" COVER BOARD, O/ TAPERED RIGID INSULATION, O/ 3/4" PLYWOOD SHEATHING, SSD, O/ WOOD JOISTS, SSD; FILL CAVITY BETWEEN JOISTS WITH BATT INSULATION W/FIRE RESISTANT VAPOR RETARDER BELOW LVL 2 BRICK WALL ASSEMBLY:MODULAR BRICK (BR-1),O/ 1" MIN AIRSPACE, O/ 2" THICK XPS INSULATION, O/ WEATHER RESISTANT BARRIER (WRB), O/ PLYWOOD SHEATHING, O/ 2X8 FRAMING, O/ 5/8" GYP BD, FILL CAVITY W/BATT INSUALATION, VAPOR RETARDER @ INSIDE FACE, TYPLVL 1 BRICK WALL ASSEMBLY:MODULAR BRICK (BR-1),O/ 1" MIN AIRSPACE, O/ 2" THICK XPS INSULATION, O/ WEATHER RESISTANT BARRIER (WRB), O/ PLYWOOD SHEATHING, O/ 2X10 ENGINEERED LUMBER, O/ 5/8" GYP BD, FILL CAVITY W/BATT INSUALATION, VAPOR RETARDER @ INSIDE FACE, TYPLASER LIGHT CURTAIN 4-FOLD DOOR EXTERIOR SENSOR, TYPBRICK SOLDIER COURSE ARCHED LINTEL
APPARATUS BAY
109
DAY ROOM / DINING
202 ________ A-833 E9 ________ A-833 A9 ________ A-832
J1
OH ________ A-832 E1 ________ A-831
F1
OH
2' -8"
LOWER PARAPET
34' - 2"
A1
A-833
5' -8"10"
1' - 5 1/4"
7"
MECH. EQUIP. ON CURB
3' -0"1' -6"
C 13476
LICENSED ARCHITECT
REN
. 2-28-25 STATE OF CAL IFORNIA
ALAN KAWASAKI
M
Drawing No.Drawing Title
12345678910111213141516
LKJHGFE
D
CBA
NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2024 Shah Kawasaki Architects Architect of Record Consultant
NOT FOR CONSTRUCTION
CLIENT
Project
MLKJHGFE
D
CBA
12345678910111213141516
WALL SECTIONS
A-311
SKA Project Number: 23703
CONTRA COSTA COUNTY FIRE
PROTECTION DISTRICT
FIRE STATION 94
739 1ST STREET, BRENTWOOD, CA, 94513
4005 PORT CHICAGO HWY,
CONCORD, CA 94520
CONTRA COSTA
COUNTY
FIRE PROTECTION DISTRICT
RE: H1/ A-301 3/8" = 1'-0"
WALL SECTION @ ROLL UP DOOR A10
RE: H12/ A-301 3/8" = 1'-0"
WALL SECTION @ GL-3 A1
RE: H1/ A-301 3/8" = 1'-0"
WALL SECTION @ 4 FOLD DOOR A5
Revision Number DATE ISSUE DESCRIPTION
09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE
LEVEL 1
0"
LEVEL 2
17' - 8"
UPPER ROOF TO SHEATHING
29' - 8"
UPPER TO PARAPET
36' - 2"
LEVEL 1 CEILING
12' - 4"
LEVEL 2 CEILING
26' - 8"
LOW TO PARAPET
21' - 2"
F G
FLOOR FINISH AS SCHEDULED, TYP1-HR RATED FLOOR
ASSEMBLY, TYP
FLOOR FINISH AS SCHEDULED, TYP
ALUMINUM STOREFRONT SYSTEM (ES-1), DOORS AND VENTS WO, SEE ELEVATIONS, SCHEDULE, TYPPRECAST CONCRETE CORNICE (PCC-2), TYP
CEILING FINISH AS SCHEDULED, TYP
STEEL CANOPY: (EP-1) FINISH, (R-3) CORRUGATED METAL ROOF, 3" GUTTER @ END DRAINS TO RAIN CHAIN, TYP 9"
PROPERTY LINE
9"
E1
A-301
PEDESTAL PAVER ROOF ASSEMBLY(BP-1) PAVERS O/ PEDESTALS, O/ RIGID INSULATION, O/DRAINAGE BOARD, O/ REINFORCED FLUID APPLIED ROOFING MEMBRANE, O/ SLOPING MORTAR BED O/ 3/4" PLYWOOD SHEATHING, SSD, O/ WOOD JOISTS, SSD, FILL CAVITY BETWEEN JOISTS WITH BATT INSULATION. FIRE RESISTANT VAPOR RETARDER @ INSIDE FACE, SEE SCHEDULE FOR CEILING FINISHES, TYP
DAY ROOM / DINING
202
APPARATUS BAY
109
TURNOUT
113
EXISTING BUILDING
SEISMIC SEPARATION ________ A-835
G1 ________ A-834 G9 OH
LOWER PARAPET
34' - 2"
ROOF ASSEMBLY:TPO ROOFING MEMBRANE, O/ 1/2" COVER BOARD, O/ TAPERED RIGID INSULATION, O/ 3/4" PLYWOOD SHEATHING, SSD, O/ WOOD JOISTS, SSD; FILL CAVITY BETWEEN JOISTS WITH BATT INSULATION W/FIRE RESISTANT VAPOR RETARDER BELOWLVL 2 BRICK WALL ASSEMBLY:MODULAR BRICK (BR-1), O/ 1" MIN AIRSPACE, O/ 2" THICK XPS INSULATION, O/ WEATHER RESISTANT BARRIER (WRB), O/ PLYWOOD SHEATHING, O/ 2X8 FRAMING, O/ 5/8" GYP BD, FILL CAVITY W/BATT INSUALATION, VAPOR RETARDER @ INSIDE FACE, TYP2-HR BLIND SIDE PROPERTY LINE WALL, AS REQ'D 7' -2"
3' -6"1' -7"
9' -8"
5' -8"10"
7"
MECH. EQUIP. ON CURB
LEVEL 1
0"
LEVEL 2
17' - 8"
UPPER ROOF TO SHEATHING
29' - 8"
UPPER TO PARAPET
36' - 2"
LEVEL 1 CEILING
12' - 4"
LEVEL 2 CEILING
26' - 8"
1 2' -0"
FOOTING, SSD
ALUMINUM STOREFRONT SYSTEM (ES-1)
FINISH, DOORS AND VENTS WO, SEE ELEVATIONS, SCHEDULES, TYP
FLOOR FINISH AS SCHEDULED, TYPCEILING FINISH AS SCHEDULED, TYPFLOOR FINISH AS SCHEDULED, TYP ALUMINUM STOREFRONT SYSTEM (ES-1),
DOORS AND VENTS WO, SEE ELEVATIONS, SCHEDULE, TYP
PRECAST CONCRETE SILL (PCC-2), TYPPRECAST CONCRETE LINTEL (PCC-2), TYPPRECAST CONCRETE CORNICE (PCC-2), TYPPRECAST CONCRETE LINTEL (PCC-2), TYP
CEILING FINISH AS SCHEDULED, TYP
VERTICAL METAL PANEL WALL ASSEMBLY:VERTICAL METAL PANEL (MFC-1), O/ 1" MIN AIRSPACE, O/ 2" THICK XPS INSULATION, O/ WEATHER RESISTANT BARRIER (WRB), O/ PLYWOOD SHEATHING, O/ 2X6 FRAMING, O/ 5/8" GYP BD, FILL CAVITY W/BATT INSUALATION W/VAPOR RETARDER @ INSIDE FACE, TYPTALL CONCRETE CURB, TYPBIORETENSION BASIN, SCD
EXERCISE
105 ________ A-831 A9 OH
LOWER PARAPET
34' - 2"
ROOF ASSEMBLY:TPO ROOFING MEMBRANE, O/ 1/2" COVER BOARD, O/ TAPERED RIGID INSULATION, O/ 3/4" PLYWOOD SHEATHING, SSD, O/ WOOD JOISTS, SSD; FILL CAVITY BETWEEN JOISTS WITH BATT INSULATION W/FIRE RESISTANT VAPOR RETARDER BELOWLVL 2 BRICK WALL ASSEMBLY:MODULAR BRICK (BR-1), O/ 1" MIN AIRSPACE, O/ 2" THICK XPS INSULATION, O/ WEATHER RESISTANT BARRIER (WRB), O/ PLYWOOD SHEATHING, O/ 2X8 FRAMING, O/ 5/8" GYP BD, FILL CAVITY W/BATT INSUALATION, VAPOR RETARDER @ INSIDE FACE, TYPPARTIAL HEIGHT WALL (SHADDOWBOX) BEHIND SPANDREL GLASS @ SHOWERLVL 1 BRICK WALL ASSEMBLY:MODULAR BRICK (BR-1), O/ 1" MIN AIRSPACE, O/ 2" THICK XPS INSULATION, O/
WEATHER RESISTANT BARRIER (WRB), O/ PLYWOOD SHEATHING, O/ 2X10 ENGINEERED LUMBER, O/ 5/8" GYP BD, FILL CAVITY W/BATT INSUALATION, VAPOR RETARDER @ INSIDE FACE, TYPSPANDREL GLASS 3' -8"11"
2' -8"
7' -2"
1' -7"
8"
8"
5"
LEVEL 1
0"
LEVEL 2
17' - 8"
UPPER ROOF TO SHEATHING
29' - 8"
UPPER TO PARAPET
36' - 2"
LEVEL 1 CEILING
12' - 4"
LEVEL 2 CEILING
26' - 8"
A
FOOTING, SSDFINISH AS REQ'D, SCDALUMINUM STOREFRONT SYSTEM (ES-1), DOORS AND VENTS WO, SEE ELEVATIONS, TYP
FLOOR FINISH AS SCHEDULED, TYP
STEEL CANOPY: (EP-1) FINISH, (R-3) CORRUGATED METAL ROOF, 3" INTERNAL GUTTER @ END DRAINS TO RAIN CHAIN, TYP
CEILING FINISH AS SCHEDULED, TYPFLOOR FINISH AS SCHEDULED, TYP
ALUMINUM STOREFRONT SYSTEM
(ES-1), DOORS AND VENTS WO, SEE ELEVATIONS, SCHEDULE, TYP PRECAST CONCRETE SILL (PCC-2) FINISH, TYP
PRECAST CONCRETE LINTEL (PCC-2), TYP
PRECAST CONCRETE CORNICE (PCC-2), TYPPRECAST CONCRETE LINTEL (PCC-2), TYP
CEILING FINISH AS SCHEDULED, TYP
2' -0"
HALLWAY
218
EXERCISE
105________ A-835
A1
LOWER PARAPET
34' - 2"
ROOF ASSEMBLY:TPO ROOFING MEMBRANE, O/ 1/2" COVER BOARD, O/ TAPERED RIGID INSULATION, O/ 3/4" PLYWOOD SHEATHING, SSD, O/ WOOD JOISTS, SSD; FILL CAVITY BETWEEN JOISTS WITH BATT INSULATION W/FIRE RESISTANT VAPOR RETARDER BELOW LVL 2 BRICK WALL ASSEMBLY:MODULAR BRICK (BR-1), O/ 1" MIN AIRSPACE, O/ 2" THICK XPS INSULATION, O/ WEATHER RESISTANT BARRIER (WRB), O/ PLYWOOD SHEATHING, O/ 2X8 FRAMING, O/ 5/8" GYP BD, FILL CAVITY W/BATT INSUALATION, VAPOR RETARDER @ INSIDE FACE, TYPLVL 1 BRICK WALL ASSEMBLY:MODULAR BRICK (BR-1), O/ 1" MIN AIRSPACE, O/ 2" THICK XPS INSULATION, O/
WEATHER RESISTANT BARRIER (WRB), O/ PLYWOOD SHEATHING, O/ 2X10 ENGINEERED LUMBER, O/ 5/8" GYP BD, FILL CAVITY W/BATT INSUALATION, VAPOR RETARDER @ INSIDE FACE, TYP ________ A-835 G8 3' -10"9"
2' -8"
10"
10"
C 13476
LICENSED ARCHITECT
REN
. 2-28-25 STATE OF CAL IFORNIA
ALAN KAWASAKI
M
Drawing No.Drawing Title
12345678910111213141516
LKJHGFE
D
CBA
NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2024 Shah Kawasaki Architects Architect of Record Consultant
NOT FOR CONSTRUCTION
CLIENT
Project
MLKJHGFE
D
CBA
12345678910111213141516
WALL SECTIONS
A-312
SKA Project Number: 23703
CONTRA COSTA COUNTY FIRE
PROTECTION DISTRICT
FIRE STATION 94
739 1ST STREET, BRENTWOOD, CA, 94513
4005 PORT CHICAGO HWY,
CONCORD, CA 94520
CONTRA COSTA
COUNTY
FIRE PROTECTION DISTRICT
RE: A1/ A-301 3/8" = 1'-0"
WALL SECTION @ GL-F A6
RE: H12/ A-301 3/8" = 1'-0"
WALL SECTION @ GL-1 A13
RE: A1/ A-301 3/8" = 1'-0"
WALL SECTION @ GL-A A1
Revision Number DATE ISSUE DESCRIPTION
09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE
LEVEL 1
0"
LEVEL 2
17' - 8"
UPPER ROOF TO SHEATHING
29' - 8"
UPPER TO PARAPET
36' - 2"
LEVEL 1 CEILING
12' - 4"
LEVEL 2 CEILING
26' - 8"
LOW TO PARAPET
21' - 2"
1 FOOTING, SSD
FINISH AS REQ'D, SCDALUMINUM STOREFRONT SYSTEM
(ES-1), DOORS AND VENTS WO, SEE ELEVATIONS, SCHEDULE
FLOOR FINISH AS SCHEDULED, TYPCEILING FINISH AS SCHEDULED, TYPFLOOR FINISH AS SCHEDULED, TYP PRECAST CONCRETE CORNICE (PCC-2), TYP
CEILING FINISH AS SCHEDULED, TYP
EMERGENCY PHONE & RECESSED MAIL BOX SET IN STEEL PLATE (EP-1B), SET FLUSH WITH BRICK 2' -0"
VIDEO DOOR BELL,
ACCESSIBLE DOOR ACTUATOR
CEMENT PLASTER SOFFIT (CP-1)
UTILITY
217
LOBBY
101 ________ A-835
A9
OH
PRE-CAST CONCRETE BASE/ PLINTHBIO-SWALE BEYOND, SCD
LOWER PARAPET
34' - 2"
LVL 2 BRICK WALL ASSEMBLY:MODULAR BRICK (BR-1), O/ 1" MIN AIRSPACE, O/ 2" THICK XPS INSULATION, O/ WEATHER RESISTANT BARRIER (WRB), O/ PLYWOOD SHEATHING, O/ 2X8 FRAMING, O/ 5/8" GYP BD, FILL CAVITY W/BATT INSUALATION, VAPOR RETARDER @ INSIDE FACE, TYP ROOF ASSEMBLY:TPO ROOFING MEMBRANE, O/ 1/2" COVER BOARD, O/ TAPERED RIGID INSULATION, O/ 3/4" PLYWOOD SHEATHING, SSD, O/ WOOD JOISTS, SSD; FILL CAVITY BETWEEN JOISTS WITH BATT INSULATION W/FIRE RESISTANT VAPOR RETARDER BELOWLVL 1 BRICK WALL ASSEMBLY:MODULAR BRICK (BR-1), O/ 1" MIN AIRSPACE, O/ 2" THICK XPS INSULATION,
O/ WEATHER RESISTANT BARRIER (WRB), O/ PLYWOOD SHEATHING, O/ 2X10 ENGINEERED LUMBER, O/ 5/8" GYP BD, FILL CAVITY W/BATT INSUALATION, VAPOR RETARDER @ INSIDE FACE, TYP ________ A-831 F1
OH
3' -8"11"
3' - 11"
5' - 6"
LEVEL 1
0"
LEVEL 2
17' - 8"
LEVEL 1 CEILING
12' - 4"
4 CEILING FINISH AS SCHEDULED, TYP
EXTERIOR PREFABRICATED METAL STAIR, GALVANIZED FINISH, TYPPLANTER BOXES, SLDGSM COPING @ PARAPET, TYP CEMENT PLASTER WALL ASSEMBLY:STUCCO ASSEMBLY (CP-1), O/ 7/8" SCRATCH COAT, O/ METAL LATH, O/1" MIN AIRSPACE, O/ 2" THICK XPS INSULATION, O/ WEATHER RESISTANT BARRIER (WRB), O/ PLYWOOD SHEATHING, O/ 2X8 FRAMING, O/ 5/8" GYP BD, FILL CAVITY W/BATT INSUALATION, VAPOR RETARDER @ INSIDE FACE, TYP ________ A-831 F9
SIM
PEDESTAL PAVER ROOF ASSEMBLY(BP-1) PAVERS O/ PEDESTALS, O/ RIGID INSULATION, O/ DRAINAGE BOARD, O/ REINFORCED FLUID APPLIED ROOFING MEMBRANE, O/ SLOPING MORTAR BED O/ 3/4" PLYWOOD SHEATHING, SSD, O/ WOOD JOISTS, SSD, FILL CAVITY BETWEEN JOISTS WITH BATT INSULATION. FIRE RESISTANT VAPOR RETARDER @ INSIDE FACE, SEE SCHEDULE FOR CEILING FINISHES, TYP 3' -6"1' -7"
LEVEL 1
0"
LEVEL 2
17' - 8"
LEVEL 1 CEILING
12' - 4"
LOW TO PARAPET
21' - 2"
1 PRECAST CONCRETE CORNICE (PCC-2), TYPPLANTER BOXES, SLDCEILING FINISH AS SCHEDULED, TYPLVL 2 BRICK WALL ASSEMBLY:MODULAR BRICK (BR-1), O/ 1" MIN AIRSPACE, O/ 2" THICK XPS
INSULATION, O/ WEATHER RESISTANT BARRIER (WRB), O/ PLYWOOD SHEATHING, O/ 2X8 FRAMING, O/ 5/8" GYP BD, FILL CAVITY W/BATT INSUALATION, VAPOR RETARDER @ INSIDE FACE, TYPLVL 1 BRICK WALL ASSEMBLY:MODULAR BRICK (BR-1), O/ 1" MIN AIRSPACE, O/ 2" THICK XPS
INSULATION, O/ WEATHER RESISTANT BARRIER (WRB), O/ PLYWOOD SHEATHING, O/ 2X10 ENGINEERED LUMBER, O/ 5/8" GYP BD, FILL CAVITY W/BATT INSUALATION, VAPOR RETARDER @ INSIDE FACE, TYP ________ A-831 F1
OH
PEDESTAL PAVER ROOF ASSEMBLY(BP-1) PAVERS O/ PEDESTALS, O/ RIGID INSULATION, O/ DRAINAGE BOARD, O/ REINFORCED FLUID APPLIED ROOFING MEMBRANE, O/ SLOPING MORTAR BED O/ 3/4" PLYWOOD SHEATHING, SSD, O/ WOOD JOISTS, SSD, FILL CAVITY BETWEEN JOISTS WITH BATT INSULATION. FIRE RESISTANT VAPOR RETARDER @ INSIDE FACE, SEE SCHEDULE FOR CEILING FINISHES, TYP 3' -6"1' -7"
8"
C 13476
LICENSED ARCHITECT
REN
. 2-28-25 STATE OF CAL IFORNIA
ALAN KAWASAKI
M
Drawing No.Drawing Title
12345678910111213141516
LKJHGFE
D
CBA
NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2024 Shah Kawasaki Architects Architect of Record Consultant
NOT FOR CONSTRUCTION
CLIENT
Project
MLKJHGFE
D
CBA
12345678910111213141516
WALL SECTIONS
A-313
SKA Project Number: 23703
CONTRA COSTA COUNTY FIRE
PROTECTION DISTRICT
FIRE STATION 94
739 1ST STREET, BRENTWOOD, CA, 94513
4005 PORT CHICAGO HWY,
CONCORD, CA 94520
CONTRA COSTA
COUNTY
FIRE PROTECTION DISTRICT
RE: H7/ A-301 3/8" = 1'-0"
WALL SECTION @ ENTRY A1
RE: E1/ A-301 3/8" = 1'-0"
EAST-WEST PATIO SECTION - PEDESTAL LANDSCAPE G12
RE: E1/ A-301 3/8" = 1'-0"
EAST-WEST PATIO SECTION - PEDESTAL PAVER G7
Revision Number DATE ISSUE DESCRIPTION
09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE
GRID
TO LOW ROOF (PLY SHEATHING)
EL=+12'-6" AFF.
TO HIGH PARAPET
EL=+36-2" AFF
GRID
TO LOW ROOF (PLY SHEATHING)
EL=+12'-6" AFF.
TO PARAPET
EL=+36-2" AFF
GRID
GROUND LEVEL
EL=+0-0" AFF
GRID
EL=+1'-8" AFF
GROUND LEVEL
EL=+0-0" AFF
GRID
TOP OF CURB
EL=+1'-8" AFF
GRID
GROUND LEVEL
EL=+0-0" AFF
FIRE RESISTANT VAPOR RETARDER, SHOWN DASHED, TYP
CONTINUOUS TREATED 3X SHAPED WOOD NAILERHEMMED DRIP EDGE, TYP1/2" PLYWD SHEATHING, TYP18 GA GSM, (EP-2) FINISH TYPTPO ROOF MEMBRANE 2X FRAMING AS REQ'D, SSDHIGH TEMPERATURE SAF O/ROOFING MEMBRANE14 GA MIN GALV CONT CLIP, TYPGSM COPING, (EP-2) FINISH, TYP
WRAP ROOFING MEMBRANE O/PARAPET WALL
ROOF JOIST, SSDFILL CAVITY @ JOISTS WITH BATT INSULATION, TYPBLOCK'G/LEDGER AS REQ'D, SSD SLOPED TO DRAIN:
1/4" PER FT MIN
4"MIN
FOIL-FACED SEPARATION TAPE
3"MINFASTENER, AS REQ'D
CEMENT PLASTER FINISH COAT (CP-1), O/SCRATCH COAT, O/METAL LATH, TYPZ GIRT, TYPDRAINAGE & VENTILATION MATCONT' 2" RIGID INSULATION, TYPWRB, SHOWN DASHED, TYP2X8 FRAMING, TYP, SSD, FILL CAVITY WITH BATT INSUL. 20GA GSM COUNTERFLASHING1/2" PLYWD SHEATHING, SSDTPO ROOFING MEMBRANETERMINATE ROOF MEMBRANE UNDER COUNTERFLASHING ROOF JOIST; SSDFILL CAVITY @ JOISTS WITH BATT INSULATION; TYPBLOCK'G/LEDGER AS REQ'D.; SSD SLOPED TO DRAIN:
3/8"
3"6"
1"
2"
8"
4"
PRE-CAST CONCRETE CORNICE (PCC-2)PRE-CAST CONCRETE PARAPET CAP (PCC-2)BRICK VENEER (BR-1) FINISH, TYP2" CON'T RIGID INSULATION O/WRB, TYP 1" 2"
3/8"
CONC. CURB, SSDFLOOR FINISH AS REQ'D,SEE SCHEDULEPT SILL PLATE, TYP BRICK VENEER (BR-1) FINISH, O/1" AIR SPACE, O/2" CON'T RIGID INSULATION, O/WRB, O/PLYWOOD SHEATHING, TYP.SAF, LAP OVER & UNDER MTL FLASHING, TYPWRB (SHOWN DASHED), TYP18 GA GSM BASE DRIP FLASHING, SLOPING, SET IN SEALANT BED, (EP-1B) FINISH, TYP
EXTERIOR INTERIOR
FINISH AS REQ'D, SLD/ SCDBITUTHENE 4000 WP MEMBRANE,TYPPRECAST CONCRETE PLINTH BASE (PCC-2)SEALANT AND BACKER ROD O/ COMPRESSIBLE FILLER; O/FELT PROTECTION BOARD, TYP 6"
COLD JOINT, TYPWATER STOP, TYP
4"MINGSM
3 5/8" 1" 2"
4"
7"
MORTAR TRAP CAVITY DRAINAGE WEEPS @ BASE OF EACH PRE-CAST BASE JOINT, TYP VARIES
VAPOR RETARDER, TYP1X PT NAILER/SHIM AS REQ'D
3/8"
SEISMIC ANCHORS AT COURSES AS REQ'D
5/8" GYP. BOARD, FOR OTHER APPLIED FINISHES, SEE SCHEDULESSD FOR EXTERIOR FRAMING SIZES (TYP. 1 3/4" X 9 1/4" LVL @ BRICK WALLS) 11/4"
FLOOR FINISH AS REQ'D, SEE SCHEDULE
ALIGN PT SILL PLATE, TYP
MINERAL FIBER CEMENT PANELS (MFC-1), VERTICAL ORIENTATION O/MOUNTING CHANNELS, O/GIRTS, O/2" CON'T RIGID INSUL.SAF, LAP OVER & UNDER MTL FLASHING, TYP(WRB), SHOWN DASHED O/1/2" PLYWOOD SHEATHING, SSD
EXTERIOR INTERIOR
COLD JOINT, SSD, TYPWATER STOP, TYP
CONCRETE BIOFILTRATION PLANTER, SSD
7"
VAPOR RETARDER, TYP5/8" GYP. BOARD, FOR OTHER APPLIED FINISHES, SEE SCHEDULE 18GA GSM BASE DRIP FLASHING, SLOPING, SET IN SEALANT BED, (EP-1A) FINISH, TYPDRAINAGE COMPOSITE O/BITUTHENE 4000 WP MEMBRANE 1/2"
2X8 FRAMING, SSD, FILL CAVITY W/BATT INSUL.
1' - 2"
3/4"
1X PT NAILER/SHIMS, TYP
ALIGN
CEMENT PLASTER FINISH COAT (CP-1) O/SCRATCH COAT, O/METAL LATH, TYPSAF, LAP UNDER MTL FLASHING, TYPPLYWOOD SHEATHING, SSD18 GA GSM BASE DRIP FLASHIN (EP-1B), TYPEXTERIOR INTERIOR 6"
* SEE DETAILS A1
AND A9 FOR ITEMS
NOT NOTED HERE
*SEE DETAILS A1 & A9 FOR ITEMS NOT NOTED HERE
1"
DRAINAGE MEDIUM2" CONT' RIGID INSULATIONWRB, LAP O/SAF AND DRIP FLASHINGCASING BEAD W/WEEPS, TYP 3/8"
SEAL EXPOSED CONC. CURB, TYP
VARIES
3/4". 3/4".
CHAMFER CORNER PROFILE:3/4" CHAMFER THROUGHOUT, TYP WHERE EXPOSED TO VIEW 3 1/4"
C 13476
LICENSED ARCHITECT
REN
. 2-28-25 STATE OF CAL IFORNIA
ALAN KAWASAKI
M
Drawing No.Drawing Title
12345678910111213141516
LKJHGFE
D
CBA
NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2024 Shah Kawasaki Architects Architect of Record Consultant
NOT FOR CONSTRUCTION
CLIENT
Project
MLKJHGFE
D
CBA
12345678910111213141516
TYPICAL EXTERIOR
DETAILS
A-831
SKA Project Number: 23703
CONTRA COSTA COUNTY FIRE
PROTECTION DISTRICT
FIRE STATION 94
739 1ST STREET, BRENTWOOD, CA, 94513
4005 PORT CHICAGO HWY,
CONCORD, CA 94520
CONTRA COSTA
COUNTY
FIRE PROTECTION DISTRICT
RE: A10/ A-311 3" = 1'-0"
TYP PARAPET DETAIL @ CEMENT PLASTER WALL F9
RE: A5/ A-311 3" = 1'-0"
TYP PARAPET DETAIL @ BRICK WALL F1
3" = 1'-0"
TYP BASE @ BRICK WALL A1
RE: A13/ A-312 3" = 1'-0"
TYP BASE @ VERTICAL FIBER CEMENT PANEL WALL A9
RE: A1/ A-311 3" = 1'-0"
TYP. BASE AT CEMENT PLASTER WALL A13
Revision Number DATE ISSUE DESCRIPTION
09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE
GRID
GRID
TO ROUGH OPENING
EL.=+8'-8"AFF CEILING
EL.=+9'-0"AFF.
E
GRID
TO MULLION VARIES, COORD.
WITH WINDOW SCHEDULE
GRID
TO ROUGH OPENING
EL.=+8'-8"AFF CEILING
EL.=+9'-0"AFF.
GRID
ALIGN FACE OF SHEATHING & FACE OF STOREFRONT, TYPPRECAST CONCRETE SILL, SHOWN BELOW1/2" JOINT W/ SEALANT & BACKER ROD, TYP18GA GSM INNER FLASHING (EP-1B), TYP22GA GSM OUTER FLASHING (EP-1B), TYPALUMINUM STOREFRONT SYSTEM, DOORS &
VENTS & LOUVERS WO, SEE SCHEDULES
SEALANT JOINT BET. STOREFRONT & SILL PAN BELOWPLASTIC SHIM AS REQ'D
FRAMING AS REQ'D
1/2" JOINT W/ SEALANT & BACKER ROD; TYPBED OF SEALANT BETWEEN GSM FLASHING, TYPFILLET SEAL, TYPSAF, LAP UNDER GSM FLASHING, INTO JAMB, SHOWN DASHED, TYPWRB, LAP OVER GSM FLASHING, SHOWN DASHED, TYP 5/8"VARRIES, SSD1/2"2"1"MIN35/8"
1" MIN
CON'T 2" RIGID INSULATIONBRICK (BR-1) VENEER, TYP1" MIN AIR SPACE, TYP 11/4"
WOOD SILL BELOW, WO (AT WINDOWS)
1X SOLID STOCK WOOD TRIM (PT-2), TYP. 3 1/2" TYP.
83/8"3/4"
SEALANT JOINT BTWN STOREFRONT & SILL PAN BELOWPLASTIC SHIM AS REQ'D 3/4"
FRAMING AS REQ'D
1/2" JOINT W/ SEALANT & BACKER ROD, INSTALLED BEFORE INT. FINISH, FINISH WITH CAULK JOINT, TYP
ALIGN FACE OF SHEATHING & FACE
OF STOREFRONT, TYP
1/2" JOINT W/ SEALANT & BACKER ROD, TYP18GA GSM INNER FLASHING, (EP-1B) FINISH, TYP22GA GSM OUTER FLASHING, (EP-1B) FINISH, TYP
ALUMINUM STOREFRONT WINDOW SYSTEM
W/VENT, SEE SCHEDULE
BED OF SEALANT BETWEEN GSM FLASHING, TYP
CL
3" MIN SAF
3" MIN GSM
1/2" JOINT W/ SEALANT & BACKER ROD, TYP
FILLET SEAL, TYPSAF, LAP UNDER GSM FLASHING, INTO JAMB, SHOWN DASHED, TYPWRB, LAP OVER GSM FLASHING, SHOWN DASHED, TYPSTUCCO FINISH COAT, (CP-1) FINISH, O/SCRATCH COAT, O/METAL LATH, TYPZ GIRT; TYPDRAINAGE & VENTILATION MATCONT' 2" RIGID INSULATION, TYPROOM DARKENING CHANNEL WO, TYP IN DORMS
BLACKOUT SHADE IN DOWN POSITION WO, SHOWN DASHED, TYP IN DORMSGSM SILL PAN BELOWWOOD SILL BELOW 3 1/2"
31/4"
HEADER AS REQ'D
1/2" JOINT W/ SEALANT & BACKER ROD, TYP
ALUMINUM STOREFRONT WINDOW
W/VENT, (ES-1) FINISH, TYP
1/2" JOINT W/ SEALANT & BACKER ROD, INSTALLED BEFORE INT FINISH, FINISH WITH CAULK JOINT, TYPPLASTIC SHIM AS REQ'D 18 GA GSM INNER FLASHING, (EP-1B) FINISH, TYPSAF LAP OVER & UNDER GSM FLASHING, TYP22GA GSM OUTER FLASHING, (EP-1B) FINISH, TYPGSM JAMB FLASHING BEYOND
SOLID STOCK JAMB BEYOND
EXTERIOR
DORM ROOM
1/4"GAP
8"
STUCCO FINISH COAT, (CP-1) FINISH, O/SCRATCH COAT, O/METAL LATH, TYP 3"MINSAF
BED OF SEALANT BETWEEN GSM FLASHING, TYPFILLET SEAL, TYPZ GIRT, TYPDRAINAGE & VENTILATION MATCON'T 2" RIGID INSULATION, TYP CORNER BEAD, TYPROOM DARKENING CHANNEL WO, TYP IN DORMSSUSPENDED ACT CEILING SYSTEMDUAL ROLLER SHADE ASSEMBLY, SHADE BRACKET WALL MOUNTED, NO HOUSING, ROOM DARKENING UPPER SHADE, SOLAR LOWER SHADE, REMOVABLE CLOSURE (WHITE) W/CLOSURE MOUNT W/TILE SUPPORT (WHITE); TYP 3"MINGSM
WRB, SHOWN DASHED, TYP
3"
2X FRAMING AS REQ'D (FILL CAVITY WITH BATT INSULATION, TYP)1X SOLID STOCK SILL, TRIM, PT-2, TYP 1/2" JOINT W/ SEALANT & BACKER ROD, TYP
ALUMINUM STOREFRONT SILL,
VENTS WO, SEE SCHEDULE
1/4" JOINT W/ SEALANT & BACKER ROD, TYPPLASTIC SHIM AS REQ'D SAF, SHOWN DASHED, TYP18 GA GSM SILL FLASHING PAN, UPTURNED BACK DAM W/HEMMED EDGE, SET IN 3 LINES OF SEALANT, (EP-1B) FINISH, SLOPED TO DRAIN,TYP 1"
GSM SILL FLASHING UPTURNED SIDE DAMS BEYOND; SHOWN DASHED, TYP
FASTENERS THROUGH SUBSILL SHALL BE SEALED, TYP
ALIGN
EXTERIOR INTERIOR
GSM JAMB FLASHING BEYOND
SOLID STOCK JAMB, BEYOND
15/16"
ROOM DARKENING CHANNEL BEYOND, WO, TYP IN DORMS
STOREFRONT WINDOW VENT, WO, ROTARY CAM OPERATION
1/2"
FILLET SEAL, TYP
11/2"
WRB, SHOWN DASHED, TYP
3"MINSAF
STUCCO FINISH COAT, (CP-1) FINISH, O/SCRATCH COAT, O/METAL LATH, TYPZ GIRT, TYPDRAINAGE & VENTILATION MATCON'T 2" RIGID INSULATION, TYP 3/4"
5/8" GYP. BOARD (PT-1), TYPVAPOR RETARDER, TYP
3 1/4"
2X FRAMING AS REQ'D (FILL CAVITY WITH BATT INSULATION, TYP) 1/2" JOINT W/ SEALANT & BACKER ROD, TYPALUMINUM STOREFRONT SILL,
VENTS WO, SEE SCHEDULE
1/4" JOINT W/ SEALANT & BACKER ROD, TYPSHIM AS REQ'D
SAF, SHOWN DASHED, TYP18 GA GSM SILL FLASHING PAN, UPTURNED BACK DAM W/HEMMED EDGE, SET IN 3 LINES OF SEALANT, (EP-1B) FINISH, SLOPED TO DRAIN, SEALANT BED BETWEEN GSM & PRECAST CONCRETE SILL, TYP
FASTENERS THROUGH SUBSILL SHOULD BE SEALED, TYP
EXTERIOR INTERIOR
GSM JAMB FLASHING BEYOND
WOOD TRIM BEYOND, TYP
1 1/4"
WRB, SHOWN DASHED, TYPBRICK VENEER (BR-1), TYP
1X SOLID STOCK SILL & TRIM (PT-2), TYP
1"
1" MIN AIR SPACE, TYPCON'T 2" RIGID INSULATION, TYPPRECAST CONCRETE SILL, (PCC-2) FINISH, SLOPE TO DRAIN, TYPBRICK JAMB, BEYOND 5/8" GYP. BOARD (PT-1), TYPVAPOR RETARDER, TYP
3/4" 8 3/8"
4"
HEADER AS REQ'D
1/2" JOINT W/ SEALANT & BACKER ROD, TYP ALUMINUM STOREFRONT WINDOW, (ES-1) W/VENT WO, SEE ELEVATIONS, SCHED., TYP
1/2" JOINT W/ SEALANT & BACKER ROD, INSTALLED BEFORE INT FINISH, FINISH WITH CAULK JOINT, TYPPLASTIC SHIM AS REQ'D 18 GA GSM INNER FLASHING, (EP-1B) TYPSAF LAP OVER & UNDER GSM FLASHING, TYP22GA GSM OUTER FLASHING, (EP-1B) TYPGSM JAMB FLASHING BEYOND WOOD JAMB TRIM, BEYONDEXTERIOR
INTERIOR
BRICK, (BR-1) FINISH, TYP
3"MINSAF
BED OF SEALANT BET. GSM FLASHING, TYPFILLET SEAL, TYPCON'T 2" RIGID INSULATION, TYP
ROLLER SHADE ASSEMBLY, SHADE BRACKET WALL MOUNTED, NO HOUSINGCEILING AS SCHEDULED, TYP 3"MINGSM
1" MIN AIR SPACE, TYPMORTAR TRAP CAVITY DRAINAGE, TYP
3 5/8" 2".
1/2"
7 1/4" 5/8"
PRECAST CONCRETE LINTEL, (PCC-2) FINISH, TYPBRICK JAMB BEYONDWEEPS @ 24" OC @ MORTAR JOINTS, TYP 3/4"
103/8"
9 1/4"
C 13476
LICENSED ARCHITECT
REN
. 2-28-25 STATE OF CAL IFORNIA
ALAN KAWASAKI
M
Drawing No.Drawing Title
12345678910111213141516
LKJHGFE
D
CBA
NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2024 Shah Kawasaki Architects Architect of Record Consultant
NOT FOR CONSTRUCTION
CLIENT
Project
MLKJHGFE
D
CBA
12345678910111213141516
STOREFRONT
DETAILS
A-832
SKA Project Number: 23703
CONTRA COSTA COUNTY FIRE
PROTECTION DISTRICT
FIRE STATION 94
739 1ST STREET, BRENTWOOD, CA, 94513
4005 PORT CHICAGO HWY,
CONCORD, CA 94520
CONTRA COSTA
COUNTY
FIRE PROTECTION DISTRICT
3" = 1'-0"
STOREFRONT JAMB @ BRICK VENEER WALL A1
3" = 1'-0"
STOREFRONT JAMB @ DORM & STUCCO WALL A9
RE: A10/ A-311 3" = 1'-0"
STOREFRONT HEAD @ DORM & STUCCO WALL J9
RE: A10/ A-311 3" = 1'-0"
STOREFRONT SILL @ DORM & STUCCO WALL E9
RE: A5/ A-311 3" = 1'-0"
STOREFRONT SILL @ BRICK VENEER WALL E1
RE: A5/ A-311 3" = 1'-0"
STOREFRONT HEAD @ DORM & BRICK WALL J1
Revision Number DATE ISSUE DESCRIPTION
09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE
B.O. OPENING
EL=+14-0" AFF.
CON'T 2" RIGID INSULATIONBRICK (BR-1) FINISH, TYP
HSS COLUMN, (EP-1A) FINISH, TYP
EXTERIORINTERIOR
GLAZED 4-FOLD DOOR, (FD-1) FINISH; TYP
HSS DOOR FRAME, BY DOOR MFRG, (FD-1) FINISH, TYP
35/8"
1"MIN. 2"
1/2
"
91/4"
SEALANT & BACKER ROD, TYPSAF, LAP UNDER WRB @ INSIDE/OUTSIDE CORNER, TYP 107/8"83/8"
LZR - WIDESCAN FOUR-FOLD DOOR SENSOR; ARM MOUNTED; SEE INTERIOR ELEVATIONS FOR MOUNTING
EXTERIOR INTERIOR
GLAZED 4-FOLD DOOR (FD-1), TYPSTL TUBE FRAME, PROVIDED BY DOOR MFR'G (FD-1) FINISHHSS COLUMN BEYOND, (EP-1A) FINISH, TYP BRICK JAMB (BR-1) BEYOND, TYPTYPICAL BRICK VENEER (BR-1) WALL ASSEMBLY, SEE A1 & F1/A-831 1' - 4 3/4"
3 5/8"
(BR-1) ARCHED SOLDIER COURSEPROVIDE WEEP'S
AT 24" O.C.
HSS BEAM, (EP-1A) FINISH AT
ALL EXPOSED
PORTIONS, TYP
7"
BRICK RETURN AT HEAD, TYPSEALANT JOINT, TYPSAF, LAPPED UNDER WRB AT INSIDE CORNERS, TYP. 1/2" 9 1/4"
10 7/8" 8 3/8"
GLAZED 4-FOLD DOOR (FD-1), TYP 3/8" SEALANT JOINT BEYOND FLOOR FINISH AS SCHEDULEDSEALANT OVER COMPRESSIBLE FILLER, TYPHSS COLUMN BEYOND (EP-1A) FINISH, TYPDOOR SWEEP PROVIDED BY 4-FOLD DOOR MFR'GCONC. SLAB W/ EASED EDGE
EXTERIOR INTERIORSLOPED TO DRAIN,TYP, SCD
4-FOLD DOOR INTEGRAL HSS FRAME (EP-1A)
13/8"FLOORGAPPERDOORMFR'SRECOMMEDATION
4-FOLD DOOR MFR LIGHT CURTAIN, SURFACE MOUNTEDCONC. CURB BEYOND 13/4"
PRE-CAST CONCRETE BASE BEYOND
1/4"C 13476
LICENSED ARCHITECT
REN
. 2-28-25 STATE OF CAL IFORNIA
ALAN KAWASAKI
M
Drawing No.Drawing Title
12345678910111213141516
LKJHGFE
D
CBA
NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2024 Shah Kawasaki Architects Architect of Record Consultant
NOT FOR CONSTRUCTION
CLIENT
Project
MLKJHGFE
D
CBA
12345678910111213141516
4-FOLD DOORS
A-833
SKA Project Number: 23703
CONTRA COSTA COUNTY FIRE
PROTECTION DISTRICT
FIRE STATION 94
739 1ST STREET, BRENTWOOD, CA, 94513
4005 PORT CHICAGO HWY,
CONCORD, CA 94520
CONTRA COSTA
COUNTY
FIRE PROTECTION DISTRICT
RE: A5/ A-311 3" = 1'-0"
4-FOLD DOOR TYP. SIDE JAMB A1
RE: A5/ A-311 3" = 1'-0"
4-FOLD DOOR HEAD E9
RE: A5/ A-311 3" = 1'-0"
4-FOLD DOOR SILL A9
Revision Number DATE ISSUE DESCRIPTION
09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE
T.O. OPENING
EL.=+14'-0"
CL
SHAFT
GROUND LEVEL FINISH FLOOR
EL=+0-0" AFF.
3/4" STEEL PLATE, (EP-1A) FINISHCONT. WELD & GRIND SMOOTH, TYPALUM. ROLL-UP SECTIONAL DOOR (SD-1) STEEL PLATE TABS (WELDED TO BEAM) AS REQ'D TO SUPPORT SPRING (PT-4) TRACK - LOW HEADROOM; AS OCCURS BEYOND
HSS HEADER, WHERE EXPOSED, (PT-4) FINISH, SSDWEATHER SEAL OVERHEAD DOOR SIDE OPERATOR SHOWN BEYOND (SIZE AND LOCATION TO BE CONFIRMED BY DOOR MFRG.)100K CYCLE TORSION SPRING 3/4" STEEL PLATE JAMB SHOWN BEYONDCEMENT PLASTER FINISH COAT (CP-1), O/SCRATCH COAT, O/METAL LATH, TYPDRAINAGE & VENTILATION MATCON'T 2" RIGID INSULATION, TYP 1/2"
4 LAP SAF O/GSM FLASHING, UNDER WRB, TYPGSM DRIP FLASHING W/POSITIVE SLOPE, (EP-1A), SET IN SEALANT BED, TYPGSM CASING BEAD, TYPBLOCKING, AS REQ'DHSS JAMB, BEYOND STEEL PLATECOUNTERSUNK SS FASTENERS (WOOD SCREWS, TEK SCREWS AS REQ'D) 3/8"
1/2" 1' - 0"
GLAZED ALUM. SECTIONAL DOOR, TYP
3/4" STEEL PLATE JAMB BEYOND
12"TYP
WEATHER SEAL BEYOND BY DOOR MFR'G, TYPVINYL WEATHER SEAL & SENSORCONC SLAB W/ EASE EDGE SLOPED TO DRAIN: 1/8" PER FT; TYP; SCD
VERTICAL TRACK BEYOND, BY SECTIONAL DOOR MFR'G
SEALANT OVER COMPRESSIBLE FILLER; TYP
COUNTERSUNK 1/4" WOOD/TEK SCREWS @ 12" OC, W/COUNTERBORED HOLE, TYPCONCRETE CURB BEYOND, SHOWN DASHED 1/4". CONC ANCHOR, W/COUNTERBORED HOLE, TYP
CONTINUOUS SEALANT SHOWN BEYOND
1 1/2" 1 1/2"
1/2"
CEMENT PLASTER WALL BEYOND
1/2" 1' - 0"
3/4" STEEL PLATE, (EP-1A) FINISH, TYPCONT. WELD & GRIND SMOOTH, TYP ALUM. ROLL-UP SECTIONAL
DOOR (SD-1), TYP
ATTACHMENT ANGLE BY
OVERHEAD DOOR MFR'G
2X8 FRAMING, SSDWEATHER SEALPHOTO EYES, AS OCCURS, TYP (DASHED)HSS6X4, EXPOSED PORTIONS W/(PT-4) FINISH, SSD 3/4" STEEL PLATE AT HEAD
ABOVE, TYP
CEMENT PLASTER FINISH COAT (CP-1), O/SCRATCH COAT, O/METAL LATH, TYPDRAINAGE & VENTILATION MATCON'T 2" RIGID INSULATION, TYPGSM CASING BEAD, TYP3/8" SEALANT JOINT W/BACKER ROD, CON'T 4 TRACH BY OVERHEAD DOOR MFR'G
BLOCKING, AS REQ'DSAF, LAPPED UNDER WRB, TYP
HSS HEADER, ABOVEBATT INSUL. W/VAPOR RETARDER, R21 MIN
COUNTERSUNK SS FASTENERS (WOOD SCREWS, TEK SCREWS
AS REQ'D)
1/2"
TWO PIECE GSM COUNTERFLASHINGTERMINATION BAR W/ FASTENER TYP.
REINFORCED FLUIDAPPLIED WATERPROOFING.(HYDROTECH MEMBRANE 6125, 125MILS)DRAINAGE BOARD O/ PROTECTION BOARDDUAL ROOF & OVERFLOW DRAIN, SPD
PAVER PEDESTAL
R-30 RIGID INSULATIONPROTECTION BOARD
SUPPORT JOIST BY PEDESTAL MFR.PRECAST CONCRETE PAVERS (BP-1)
STOREFRONT MULLION BEYOND
ALUM. STOREFRONT DOOR (ES-1)
2 11 /2"MAX
18GA GSM PAN FLASHING W/END DAM & REAR LEG, SET IN SILICONE SEALANT (DOW 758)DOOR BOTTOM SWEEP, SEE DOOR HARDWARE GROUP ADA-COMPLIANT OFFSET SADDLE
THRESHOLD SET IN THREE LINES OF SEALANT
BRICK (BR-1) JAMB BEYOND
1' -7"SLOPING MORTAR BED
6 3/4"
C 13476
LICENSED ARCHITECT
REN
. 2-28-25 STATE OF CAL IFORNIA
ALAN KAWASAKI
M
Drawing No.Drawing Title
12345678910111213141516
LKJHGFE
D
CBA
NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2024 Shah Kawasaki Architects Architect of Record Consultant
NOT FOR CONSTRUCTION
CLIENT
Project
MLKJHGFE
D
CBA
12345678910111213141516
OVERHEAD
SECTIONAL DOORS
A-834
SKA Project Number: 23703
CONTRA COSTA COUNTY FIRE
PROTECTION DISTRICT
FIRE STATION 94
739 1ST STREET, BRENTWOOD, CA, 94513
4005 PORT CHICAGO HWY,
CONCORD, CA 94520
CONTRA COSTA
COUNTY
FIRE PROTECTION DISTRICT
RE: A10/ A-311 3" = 1'-0"
OVERHEAD SECTIONAL DOOR HEAD G1
RE: A10/ A-311 3" = 1'-0"
OVERHEAD SECTIONAL DOOR SILL A1
RE: A10/ A-311 3" = 1'-0"
OVERHEAD SECTIONAL DOOR JAMB A9
RE: A6/ A-312 3" = 1'-0"
ROOF W/PEDESTAL PAVER G9
Revision Number DATE ISSUE DESCRIPTION
09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE
TYP CEILING UON
EL.=+9'-0"AFF
BO CANOPY
EL.=+9'-1-3/8"AFF. TO ROUGH OPENING
EL.=+9'-5/8"AFF
GRID
BO CANOPY
EL.=+9'-1-3/8"AFF.
CEILING
EL.=+12'-4"AFF
GRID
22GA GSM FLASHING (EP-1B), LAP OVER ROOFING BELOWZEE ROOFING CLOSURE, COVERED W/CONT' BUTYL TAPE, TYPNON-SKINNING BUTYL SEALANT
APPLIED TO ENDS OF ZEE CLOSURE
CORRUGATED METAL PANEL MFR CLOSURE PIECE, UNDER, TYP1/4" STEEL BENT PLATE (EP-1A) SUPPORT, TYPHSS4X6 (EP-1A), SSDCORRUGATED METAL ROOFING PANEL (R-2), TYP20 GA GSM CLOSURE TRIM (EP-1B) FINISH,TYPEXTERIORALUMINUM STOREFRONT (ES-1)
DOORS & VENTS WO, SEE ELEVATIONS, SCHEDULE
CORRUGATED METAL PANEL MFR'G CLOSURE PIECE, TYPFILLET SEAL, TYP 6"
8"
SAF LAP OVER & UNDER GSM OUTER & SADDLE COLLAR FLANGE FLASHING, SHOWN DASHED, TYP 1/2"
SAF, LAP OVER AND UNDER GSM FLASHING*SEE DETAIL A1, E1/A-831 FOR TYPICAL EXTERIOR WALL ASSEMBLY, TYPHSS BEAM/HEADER, SSD 4"
22GA GSM FLASHING PAN (EP-1B), LAP OVER ROOFING BELOWZEE ROOFING CLOSURE, COVERED W/CONT' BUTYL TAPE, TYPNON-SKINNING BUTYL SEALANT
APPLIED TO ENDS OF ZEE CLOSURE
CORRUGATED METAL PANEL MFR CLOSURE, UNDER, TYP1/4" STEEL BENT PLATE (EP-1A) SUPPORT, TYPHSS6X4 (EP-1A) FINISH, SSDCORRUGATED METAL ROOFING PANEL (R-2), TYPEXTERIOR
ALUMINUM STOREFRONT SYSTEM
(ES-1), DOORS & VENTS WO, SEE ELEVATIONS, SCHEDULE, TYP
CORRUGATED METAL PANEL MFR'G CLOSURE PIECE, OVER, TYP
6"
8"
ALUMINUM BREAK METAL TRIM/
CLOSURE (ES-1) FINISH, SEAL
ALL BEAM PENETRATIONS, TYP
HSS8X6 HEADER, SSD1X SOLID STOCK SILL
AND TRIM (PT-2), TYP
SAF, WRAP AROUND HSS, TYP
BRICK (BR-1) JAMB, BEYOND, TYP
1X SOLID STOCK TRIM BEYOND (PT-2), TYPALUMINUM STOREFRONT SYSTEM (ES-1) TRANSOM, SEE ELEVATIONS, SCHEDULE
6 3/4"
2"
2x2X1/4 HSS BEYOND AS REQ'D (EP-1A) FINISH, TYP4x6 HSS FRAMING (EP-1A), SSD, TYP STAINLESS STEEL RAIN CHAIN AS OCCURSSLEAVE/RWL RECEIVER AT RAIN CHAIN TO DIVERT WATER, (EP-1A) FINISH, SHOWN DASHED CORRUGATED METAL ROOFING PANEL (R-2)
EYE BOLT CONNECTED TO HSS THROUGH SLEEVE TO SUPPORT RAIN CHAIN, TYP
SLOPED TO DRAIN
1/4" PER FOOT
24GA GSM FLASHING W/TOOLED SEALANT AT TOP AND BUTYL SEALANT
AT CONNECTION TO GUTTER
SHAPED 1/4" STEEL PLATE FASCIA, (EP-1A) FINISH, TYP
6"
FASCIA CHANNEL SHOWN BEYOND
8"
2"
HSS COLUMN BEYOND, SSD
1 3
/8
"
24GA GSM INTERNAL GUTTER, LAP UNDER ROOFING PANEL, TYP. POSITIVE SLOPE TO RW CHAIN/RECIEVER, WELDED END CAPS 3"
1/4" STEEL BENT PLATE (EP-1A) FASCIA, TYP1/2" TEMPERED, FROSTED GLAZING PANELS (GL-3) SECURED TO HSS BEAMS W/STAINLESS STEEL GLASS FITTINGS, TYPEXTERIOR
ALUMINUM STOREFRONT
(ES-1)DOORS & VENTS WO, SEE ELEVATIONS, SCHEDULE
FILLET SEAL, TYP
6"
10"
SAF, LAP OVER AND UNDER GSM FLASHING
*SEE DETAIL A1, E1/A-831 FOR TYPICAL EXTERIOR (BR-1) WALL ASSEMBLY, TYP
HSS BEAM/HEADER, SSD
4"LAP
WOOD TRIM @ JAMB BEYOND (PT-2)CEILING AS SCHED.BULKHEAD RAMING AS REQ'DCEMENT PLASTER (CP-1) SOFFIT W/CASING BEAD AT
ALL EDGES, TYP
HSS4X6 SUPPORT BEAMS BEYOND (EP-1A), TYP22GA GSM FLASHING (EP-1B), SLOPING, LAPPED OVER STEEL CHANNEL, SET IN SEALANT BED, TYP10" STEEL CHANNEL LEDGER, AS REQ'D (EP-1A)
BRICK (BR-1) JAMB AND STOREFRONT BEYOND, TYP
SAF UNDER LATH, EXTEND INTO WINDOW HEAD, LAP UP WALL, TYP 22GA GSM FLASHING (EP-1B), LAPPED UNDER WRB, OVER SAF
C 13476
LICENSED ARCHITECT
REN
. 2-28-25 STATE OF CAL IFORNIA
ALAN KAWASAKI
M
Drawing No.Drawing Title
12345678910111213141516
LKJHGFE
D
CBA
NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2024 Shah Kawasaki Architects Architect of Record Consultant
NOT FOR CONSTRUCTION
CLIENT
Project
MLKJHGFE
D
CBA
12345678910111213141516
CANOPY DETAILS
A-835
SKA Project Number: 23703
CONTRA COSTA COUNTY FIRE
PROTECTION DISTRICT
FIRE STATION 94
739 1ST STREET, BRENTWOOD, CA, 94513
4005 PORT CHICAGO HWY,
CONCORD, CA 94520
CONTRA COSTA
COUNTY
FIRE PROTECTION DISTRICT
RE: A6/ A-312 3" = 1'-0"
CANOPY W/ROOF HEAD @ BRICK VENEER G1
RE: A1/ A-312 3" = 1'-0"
CANOPY @ EXCERCISE ROOM A1
RE: A1/ A-312 3" = 1'-0"
CANOPY FASCIA, INTERNAL GUTTER G8
RE: A1/ A-313 3" = 1'-0"
CANOPY @ LOBBY ENTRANCE A9
Revision Number DATE ISSUE DESCRIPTION
09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE
GENERAL NOTES
1. ALL WINDOW DIMENSIONS SHOWN ARE TO ROUGH OPENINGS. SEE EXTERIOR ELEVATIONS AND DETAILS. TO DETERMINE FRAME SIZE, UON.
2. SEE A-931 FOR INTERIOR FINISH SCHEDULE, INCLUDING SHADE CLOTH TYPES.
3. VERIFY ALL ROUGH OPENINGS PRIOR TO FABRICATION OF WINDOWS AND
STOREFRONTS
4. FROSTED GLAZING INDICATED BY HATCH, ALL OTHER STOREFRONT INFILL IN DRAWING TO BE CLEAR GLAZED, UON, TYP.
5. SEE A-921 FOR DOOR SCHEDULE6. LOUVERS DIMENSIONED TO OPEN VENTILATED AREA, UON7. PROVIDE TEMPERED GLAZING (IGU AND SINGLE PANE) AT ALL DOOR
SIDELIGHTS AND WHERE SAFETY GLAZING IS REQUIRED PER CODE
8. SEE TITLE 24 FORMS 9. ALL EXTERIOR STOREFRONT GLAZING IGU'S SHALL BE VIRACON CRYSTAL GREY VE-2M#2 LOW E AS SPECIFIED WITH THE FOLLOWING TITLE 24 PERFORMANCE REQ:- OVERALL U-FACTOR: 0.38- OVERALL SHGC: 0.30- OVERALL VT: 0.50 GLAZING LEGENDIGU-1 CLEAR INSULATED GLAZING UNIT: 1" OVERALL, 1/4" TINTED GLASS, 1/2" AIR SPACE, 1/4" GLASS. VIRACON CRYSTAL GREY VE-2M#2 AT OUTSIDE FACE.
IGU-2 OPAQUE SPANDREL INSULATED GLAZING UNIT: SAME AS IGU-1 WITH 1/4" VIRACON SPANDREL GLASS AT INSIDE FACE.
TIGU-1 RAIN PATTERNED TEXTURED INSULATED GLASS UNIT: SAME AS IGU-1 WITH 1/4" RAIN-PATTERNED TEXTURED GLASS AT INSIDE FACE.
GL-1 1/4" CLEAR LAMINATED/TEMPERED GLASSGL-2 20 MIN FIRE-RATED CLEAR GLASS: 1/4" TEMPERED, IMPACT RESISTANT.
SUPERLITE IXL
SHADE TYPESMS-1 MANUAL ROLLER SHADE: MECHOSHADE MECHO5 SLIM POCKET SINGLE ROLLER BLIND SHADE W/WS-1 SHADE CLOTH
MS-2 MANUAL ROLLER SHADE: MECHOSHADE DUAL MECHOSHADE W/ BLACKOUT POCKET DUAL ROLLER BLIND SHADE W/WS-1 AND WS-2 SHADE CLOTH MS-3 SINGLE BLACKOUT SHADE: MECHOSHADE MECHO5 SLIM POCKET SINGLE ROLLER BLIND AND SHADE W/WS-1 SHADE CLOTH. WINDOW JAMB AND OR DOOR MOUNT
1. SEE DIVISION 32 31 20 FOR ADDITIONAL DESIGN CRITERIA. 2. SLIDING GATE (G-01) CONSTRUCTION TO BE CUSTOM STEEL AND CONSIST OF HSS3X3 FRAMES WITH 1/2" X 3" STEEL PLATE PICKETS. GUIDE POSTS TO BE HSS6X6, BUILT-UP STEEL PLATES, OR AS REQ'D TO GUIDE GATES. PROVIDE HEAVY DUTY STEEL WHEELS AND EMBEDDED STEEL TRACK BELOW, DIAGONAL BRACING AND OTHER HARDWARE AS REQ'D TO SUPPORT GATES, OPERATOR, CONTROLLER AND CONTROLS (CARD READER AND REMOTE DEVICES).
3. SWING GATES (G-02, G-03) CONSTRUCTION TO BE CUSTOM STEEL AND CONSIST OF HSS3X3 OR BUILT-UP STEEL PLATE FRAMES WITH 1/2" X 3" STEEL PLATE PICKETS. SUPPORT POSTS TO BE HSS4X6, BUILT-UP STEEL PLATES, OR AS REQ'D TO SUPPORT GATES. PROVIDE HEAVY DUTY HINGES AND OTHER HARDWARE AS REQ'D TO SUPPORT GATES, CANE BOLTS, CASTERS, HASP AND PADLOCK.
4. PEDESTRIAN GATE (G-04, G-05) CONSTRUCTION TO BE CUSTOM STEEL AND CONSIST OF 1-1/2 X 1-1/2 SQUARE TUBE FRAMES OR BUILT-UP STEEL PLATE FRAMES WITH 1/2" X 1-1/2" STEEL PLATE PICKETS. SUPPORT POSTS TO BE HSS4X4, BUILT-UP STEEL PLATES, OR AS REQ'D TO SUPPORT GATES. PROVIDE HEAVY DUTY HARDWARE AS REQUIRED TO SUPPORT GATES, WITH LOCKING EXTERIOR GRADE LATCHES.
5. ALL GATES TO HAVE PERFORATED SHEET METAL TACK WELDED OR FASTENED AT THE SECURE SIDE. MCNICHOLS 20GA STEEL, 3/16" ROUND OPENINGS ON 1/4" STAGGERED CENTERS & 51% OPEN AREA, OR AS APPROVED BY COUNTY.
6. SPACING OF ALL PICKETS SHALL BE 4" OC, SUCH THAT THE OPENINGS BETWEEN ARE <4". PROVIDE REINFORCED CONCRETE FOOTINGS, SIZE AND DEPTH AS REQUIRED TO SUPPORT ALL GATES.
7. ALL CUSTOM STEEL PICKET GATES, HARDWARE AND PERFORATED
PANELS TO BE FINISHED WITH HIGH-PERFORMANCE COATING TO MATCH COLOR OF GATE, TYP.
GATE NOTES
IGU-1
3' -2"3' -2"2' -8"
2' - 6"
MS-2
IGU-1
2' -8"3' -2"3' -2"
2' - 8 5/8"
MS-1
IGU-1
3' -2"3' -2"2' -8"
2' - 6" 2' - 6"
5' - 0"
MS-1
TIGU-1IGU-2
3' -2"3' -2"2' -8"
EQ EQ
4' - 11 3/4"
LEVEL 2
17' - 8"
IGU-1
EQ EQ
2' -8"3' -2"3' -2"
5' - 5 1/4"
MS-1
LEVEL 2
17' - 8"
1' -11"7' -1"
IGU-1
4' - 10"
4' - 10" CLR.
7' -0"CLR. MS-1
IGU-1IGU-1
4' - 0"
2' -6"9' -4"6"
MS-1
1' -11"7' -1"
IGU-1 IGU-1
IGU-1
1' - 3 1/2" 6' - 2" 1' - 3 1/2"
7' -0"
1' - 4 1/2" 6' - 0" CLR. 1' - 4 1/2"
MS-3
IGU-1IGU-1
IGU-1 IGU-1
IGU-1
7' -0"CLR. 4' - 8 1/8" 6' - 0"
EQ EQ EQ EQ EQ EQ EQ 2' - 10 1/2"
EQ. EQ. 3 1/2"
1' -71/4"
7' -1"
12' -4"
NOTE: SEE A-121, THIS ASSEMBLY IS IN FRONT
2' - 10 1/2"
IGU-1
EQ EQ EQ EQ EQ EQ
1' -8"1' -8"1' -8"7' -2"
4' - 2 73/128"
1' - 4 19/256"
4' - 2 73/128"
IGU-1 IGU-1
1' -8"1' -8"1' -8"7' -2"
EQ EQ EQ EQ EQ EQ EQ EQ
6' - 9 5/16"
1' - 2"
6' - 9 5/16"
MS-1
LEVEL 1
0"
7' -1"2' -0" IGU-1
IGU-1
3' - 2 1/4" 3' - 2" 3' - 2" 3' - 2" 3' - 2" 3' - 2 1/4" 7' -0"CLR. 12' - 6" CLR. 9' -
1"
MS-1 IGU-1
9' -7"2' -9"
3' - 2 1/4" 3' - 2" 3' - 2" 3' - 2" 3' - 2" 3' - 2 1/4" MS-1
LEVEL 1
0"
IGU-1
7' -1"EQ. EQ. IGU-1
2' - 10 1/2"
IGU-1
12' -4"
1' -71/4"31/2"
3' -2"3' -2"2' -8"
2' - 6" 2' - 6"
IGU-2
5' - 0"
ROOM 204 TO HAVE SPANDRAL GLAZING & FURRED WALL AT INSIDE LEVEL 2
17' - 8"
EQ EQ
CLR.
3' - 0"
7' -2"
7' -0"CLR. C 13476 LICENSED ARCHITECT
REN
. 2-28-25 STATE OF CAL IFORNIA
ALAN KAWASAKI
M
Drawing No.Drawing Title
12345678910111213141516
LKJHGFE
D
CBA
NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2024 Shah Kawasaki Architects Architect of Record Consultant
NOT FOR CONSTRUCTION
CLIENT
Project
MLKJHGFE
D
CBA
12345678910111213141516
WINDOW SCHEDULE
A-841
SKA Project Number: 23703
CONTRA COSTA COUNTY FIRE
PROTECTION DISTRICT
FIRE STATION 94
739 1ST STREET, BRENTWOOD, CA, 94513
4005 PORT CHICAGO HWY,
CONCORD, CA 94520
CONTRA COSTA
COUNTY
FIRE PROTECTION DISTRICT
1/4" = 1'-0"
WINDOW TYPE - G G4
1/4" = 1'-0"
WINDOW TYPE - H G6
1/4" = 1'-0"
WINDOW TYPE - I1 G8
1/4" = 1'-0"
WINDOW TYPE - J G14
1/4" = 1'-0"
WINDOW TYPE - K K11
1/4" = 1'-0"
WINDOW TYPE - M K8
1/4" = 1'-0"
WINDOW TYPE - A A4
1/4" = 1'-0"
WINDOW TYPE - L K4
1/4" = 1'-0"
WINDOW TYPE - D A11
1/4" = 1'-0"
WINDOW TYPE - B A6
1/4" = 1'-0"
WINDOW TYPE - C A8
1/4" = 1'-0"
WINDOW TYPE - E2 D8
1/4" = 1'-0"
WINDOW TYPE - E1 D4
1/4" = 1'-0"
WINDOW TYPE - D1 A15
1/4" = 1'-0"
WINDOW TYPE - I2 G11
1/4" = 1'-0"
WINDOW TYPE - N 2
Revision Number DATE ISSUE DESCRIPTION
09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE
TYPE C
EXTERIOR STOREFRONT
DOOR - DOUBLE - FULL LIGHT
(NOTE DOOR 101A IS WOOD)
TYPE B1
SINGLE DOOR - FULL
SIDELIGHT, FLUSH
G-01
SLIDING GATE
AS SCHED.
ASSCHED. TYPE D1
INTERIOR STOREFRONT
DOOR - SINGLE - FULL LITE
STAINLESS STEEL KICK PLATE WO; SEE SCHED; SEE ELEVATIONS TYPE A1
SINGLE FLUSH
DOOR
ASSCHED
TYPE A2
SINGLE FULL LITE
DOOR (GL-2 @ RATED
DOORS)
AS SCHED
ASSCHED
AS SCHED AS SCHED
ASSCHED
AS SCHED
TYPE E
EXTERIOR STOREFRONT
DOOR - FULL LIGHT - SLIDING
AS SCHED.
ASSCHED. AS SCHED.
ASSCHED. AS SCHED AS SCHED
TYPE B2
SINGLE DOOR - FULL
SIDELIGHT, HALF LITE
(GL-2 @ RATED DOORS)
ASSCHED
STAINLESS STEEL KICK PLATE WO; SEE SCHED; SEE ELEVATIONS AS SCHED.
ASSCHED. TYPE D2
PAINTED FLUSH METAL
DOOR - SINGLE - FLUSH
TYPE F
FOUR-FOLD DOOR
ARCHED
14' -0"
14' - 0"
G-02 & G-03
TRASH ENCLOSURE GATE -
FOLDING - DOUBLE
G-04 & G-05
PEDESTRIAN GATE -
SINGLE
DIAG. BRACING AS REQ'D
10' - 7"
7' -2"
3"6' -4"10"
6 1/4" 2' - 5 1/2" 6 1/4"
7' -2"
10"
10"
10"
CANE BOLT, TYP.
3' -4"
HASP FOR PADLOCK
AS SCHED.
TYPE G
OVERHEAD SECTIONAL DOOR
14' -0"
14' CLR
EQEQEQEQEQEQEQ
10"
10"
6" 2' - 0" 6" 6" 2' - 0" 6"
6"
6"
GL-1 GL-1 GL-1 GL-1 IGU-1IGU-1 GL-1 IGU-1 IGU-1 IGU-1 IGU-1 AS SCHED.
ASSCHED. TYPE D3
PAINTED FLUSH METAL
DOOR - DOUBLE - FLUSH
1' - 6"
MS-3 @ 202-B
3' -6"
3' -6"
7' -2"
HSS3X3 FRAME W/1/2"X3" PICKETS @ 4" OC, PERFORATED MTL PANEL 6" HD STEEL WHEELS SET ON EMBEDED TRACK
27' - 0" OVERALL
7"
GENERAL CUSTOM GATE/FENCE NOTES- 3" X 1/2" STEEL PLATE PICKETS, TYP- 3" X 1/2" STEEL PLATE FENCE TOP, BOTTOM PLATES- MATCHING STEEL PLATE BUILT-UP POSTS- HSS3X3 TUBE FRAME FOR GATES- ALL WELDED CONSTRUCTION- HIGH PERFORMANCE COATING- HEAVY DUTY HINGES AND HARDWARE 22' - 0" CLR OPENING
4"
CASTERS, AS REQ'D
PERFORATED MTL INFILL, TYP
2"
GENERAL NOTES1. ALL WINDOW DIMENSIONS SHOWN ARE TO ROUGH OPENINGS. SEE EXTERIOR ELEVATIONS AND DETAILS. TO DETERMINE FRAME SIZE, UON.
2. SEE A-931 FOR INTERIOR FINISH SCHEDULE, INCLUDING SHADE CLOTH TYPES.
3. VERIFY ALL ROUGH OPENINGS PRIOR TO FABRICATION OF WINDOWS AND
STOREFRONTS
4. FROSTED GLAZING INDICATED BY HATCH, ALL OTHER STOREFRONT INFILL IN DRAWING TO BE CLEAR GLAZED, UON, TYP.
5. SEE A-921 FOR DOOR SCHEDULE6. LOUVERS DIMENSIONED TO OPEN VENTILATED AREA, UON7. PROVIDE TEMPERED GLAZING (IGU AND SINGLE PANE) AT ALL DOOR
SIDELIGHTS AND WHERE SAFETY GLAZING IS REQUIRED PER CODE
8. SEE TITLE 24 FORMS 9. ALL EXTERIOR STOREFRONT GLAZING IGU'S SHALL BE VIRACON CRYSTAL GREY VE-2M#2 LOW E AS SPECIFIED WITH THE FOLLOWING TITLE 24 PERFORMANCE REQ:- OVERALL U-FACTOR: 0.38- OVERALL SHGC: 0.30- OVERALL VT: 0.50 GLAZING LEGENDIGU-1 CLEAR INSULATED GLAZING UNIT: 1" OVERALL, 1/4" TINTED GLASS, 1/2" AIR SPACE, 1/4" GLASS. VIRACON CRYSTAL GREY VE-2M#2 AT OUTSIDE FACE.
IGU-2 OPAQUE SPANDREL INSULATED GLAZING UNIT: SAME AS IGU-1 WITH 1/4" VIRACON SPANDREL GLASS AT INSIDE FACE.
TIGU-1 RAIN PATTERNED TEXTURED INSULATED GLASS UNIT: SAME AS IGU-1 WITH 1/4" RAIN-PATTERNED TEXTURED GLASS AT INSIDE FACE.
GL-1 1/4" CLEAR LAMINATED/TEMPERED GLASSGL-2 20 MIN FIRE-RATED CLEAR GLASS: 1/4" TEMPERED, IMPACT RESISTANT.
SUPERLITE IXL
SHADE TYPESMS-1 MANUAL ROLLER SHADE: MECHOSHADE MECHO5 SLIM POCKET SINGLE ROLLER BLIND SHADE W/WS-1 SHADE CLOTH
MS-2 MANUAL ROLLER SHADE: MECHOSHADE DUAL MECHOSHADE W/ BLACKOUT POCKET DUAL ROLLER BLIND SHADE W/WS-1 AND WS-2 SHADE CLOTH MS-3 SINGLE BLACKOUT SHADE: MECHOSHADE MECHO5 SLIM POCKET SINGLE ROLLER BLIND AND SHADE W/WS-1 SHADE CLOTH. WINDOW JAMB AND OR DOOR MOUNT
1. SEE DIVISION 32 31 20 FOR ADDITIONAL DESIGN CRITERIA. 2. SLIDING GATE (G-01) CONSTRUCTION TO BE CUSTOM STEEL AND CONSIST OF HSS3X3 FRAMES WITH 1/2" X 3" STEEL PLATE PICKETS. GUIDE POSTS TO BE HSS6X6, BUILT-UP STEEL PLATES, OR AS REQ'D TO GUIDE GATES. PROVIDE HEAVY DUTY STEEL WHEELS AND EMBEDDED STEEL TRACK BELOW, DIAGONAL BRACING AND OTHER HARDWARE AS REQ'D TO SUPPORT GATES, OPERATOR, CONTROLLER AND CONTROLS (CARD READER AND REMOTE DEVICES).
3. SWING GATES (G-02, G-03) CONSTRUCTION TO BE CUSTOM STEEL AND CONSIST OF HSS3X3 OR BUILT-UP STEEL PLATE FRAMES WITH 1/2" X 3" STEEL PLATE PICKETS. SUPPORT POSTS TO BE HSS4X6, BUILT-UP STEEL PLATES, OR AS REQ'D TO SUPPORT GATES. PROVIDE HEAVY DUTY HINGES AND OTHER HARDWARE AS REQ'D TO SUPPORT GATES, CANE BOLTS, CASTERS, HASP AND PADLOCK.
4. PEDESTRIAN GATE (G-04, G-05) CONSTRUCTION TO BE CUSTOM STEEL AND CONSIST OF 1-1/2 X 1-1/2 SQUARE TUBE FRAMES OR BUILT-UP STEEL PLATE FRAMES WITH 1/2" X 1-1/2" STEEL PLATE PICKETS. SUPPORT POSTS TO BE HSS4X4, BUILT-UP STEEL PLATES, OR AS REQ'D TO SUPPORT GATES. PROVIDE HEAVY DUTY HARDWARE AS REQUIRED TO SUPPORT GATES, WITH LOCKING EXTERIOR GRADE LATCHES.
5. ALL GATES TO HAVE PERFORATED SHEET METAL TACK WELDED OR FASTENED AT THE SECURE SIDE. MCNICHOLS 20GA STEEL, 3/16" ROUND OPENINGS ON 1/4" STAGGERED CENTERS & 51% OPEN AREA, OR AS APPROVED BY COUNTY.
6. SPACING OF ALL PICKETS SHALL BE 4" OC, SUCH THAT THE OPENINGS BETWEEN ARE <4". PROVIDE REINFORCED CONCRETE FOOTINGS, SIZE AND DEPTH AS REQUIRED TO SUPPORT ALL GATES.
7. ALL CUSTOM STEEL PICKET GATES, HARDWARE AND PERFORATED PANELS TO BE FINISHED WITH HIGH-PERFORMANCE COATING TO MATCH COLOR OF GATE, TYP.
GATE NOTES
C 13476
LICENSED ARCHITECT
REN
. 2-28-25 STATE OF CAL IFORNIA
ALAN KAWASAKI
M
Drawing No.Drawing Title
12345678910111213141516
LKJHGFE
D
CBA
NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2024 Shah Kawasaki Architects Architect of Record Consultant
NOT FOR CONSTRUCTION
CLIENT
Project
MLKJHGFE
D
CBA
12345678910111213141516
DOOR SCHEDULE
A-921
SKA Project Number: 23703
CONTRA COSTA COUNTY FIRE
PROTECTION DISTRICT
FIRE STATION 94
739 1ST STREET, BRENTWOOD, CA, 94513
4005 PORT CHICAGO HWY,
CONCORD, CA 94520
CONTRA COSTA
COUNTY
FIRE PROTECTION DISTRICT
DOOR SCHEDULE
From Room: Name
DOOR
NO.
FIRE
RATING
DOOR ACCESS
CONTROL TYPE
OPENING DOOR FRAME HARDWARE
H TYPE CLOSER KICKPLATE OTHER COMMENTWIDTH HEIGHT THICK MAT'L FINISH MAT'L PUSH PULL LATC LOBBY 101A USDD VIDEO
DOOR BELL
C 6' - 0" 7' - 0" 1 3/4" WD EP-3 AL ES-1 ES-1 STOREROOM, MECH
KEYPAD LOCK
AUTO
OPERATOR
FLOOR STOP ADA OPERATION ON ACTIVE LEAF,
REMOTE DOOR RELEASE
LOBBY 102-A D1 3' - 0" 7' - 0" 1 3/4" WD WD-2 AL PT-2 PT-2 STOREROOM, MECH
KEYPAD LOCK
YES FLOOR STOP
HALLWAY 102-B B2 3' - 0" 7' - 0" 1 3/4" WD WD-2 AL PT-2 PT-2 PASSAGE YES YES (10") FLOOR STOPELEC. MACH.ROOM 104 45 MIN A1 3' - 6" 7' - 0" 1 3/4" WD WD-2 HM PT-2 PT-2 STOREROOM YES EXERCISE 105-A B1 3' - 0" 7' - 0" 1 3/4" WD WD-2 AL AL-1 PASSAGE YES (10") FLOOR STOPEXERCISE 105-B E 12' - 6" 7' - 0" AL ES-1 AL ES-1 ES-1 STOREROOM SLIDING DOOR, FLUSH TRACK
ACCESSIBLE BATH
RM
106 A1 3' - 0" 7' - 0" 1 3/4" WD WD-2 AL AL-1 AL-1 PRIVACY YES YES (10") FLOOR STOP APPARATUS BAY 109-A G 14' - 0" 14' - 0" 2 1/8" AL SD-1 AL SD-1 SD-1 OVERHEAD SECTIONAL DOORAPPARATUS BAY 109-B G 14' - 0" 14' - 0" 2 1/8" AL SD-1 AL SD-1 SD-1 OVERHEAD SECTIONAL DOORAPPARATUS BAY 109-C F 14' - 0" 14' - 0" 2 1/4" STL FD-1 STL FD-1 FD-1 4 FOLD DOORAPPARATUS BAY 109-D F 14' - 0" 14' - 0" 2 1/4" STL FD-1 STL FD-1 FD-1 4 FOLD DOORAPPARATUS BAY 109-E 45 MIN B2 3' - 0" 7' - 0" 1 3/4" HM PT-2 HM PT-2 PT-2 PASSAGE YES YES (10") FLOOR STOP SHOP 110 A2 3' - 0" 7' - 0" 1 3/4" HM EP-2 HM EP-2 EP-2 STOREROOM, MECH
KEYPAD LOCK
YES YES (30")
SCBA 111 A1 3' - 0" 7' - 0" 1 3/4" HM PT-2 HM PT-2 PT-2 PASSAGE YES YES (30") FLOOR STOPTURNOUT 113 A1 3' - 0" 7' - 0" 1 3/4" HM PT-2 HM PT-2 PT-2 PASSAGE YES YES (30") HOLD OPEN APPARATUS BAY 115 A2 3' - 0" 7' - 0" 1 3/4" HM EP-2 HM EP-2 EP-2 STOREROOM, MECH
KEYPAD LOCK
YES YES (30")
GENERATOR 196 10' - 0" 10' - 0" 3" STL EP-1 HASP FOR PADLOCK BI-FOLD GATETRASH 197 3' - 0" 7' - 2" 2" STL EP-1 HM EP-1 EP-1 STOREROOM, MECH
KEYPAD LOCK
YES PEDESTRIAN GATE
TRASH 198 10' - 0" 7' - 2" 3" STL EP-1 HASP FOR PADLOCK BI-FOLD GATEKITCHEN 202-A B2 3' - 0" 7' - 0" 1 3/4" WD WD-2 AL ES-1 ES-1 PASSAGE YES YES (10") FLOOR STOP,
HOLD OPEN
KITCHEN 202-B C 6' - 0" 7' - 0" 1 3/4" AL ES-1 AL ES-1 ES-1 STOREROOM, MECH
KEYPAD LOCK
YES OVERHEAD
STOP/ HOLDOPEN
COORDINATOR/ASTEGRAL AS REQ'D
MECH 204 D3 4' - 6" 7' - 0" 1 3/4" HM PT-2 HM PT-2 PT-2 STOREROOM, MECH
KEYPAD LOCK
YES OVERHEAD
STOP/ HOLDOPEN
HOLLOW MTL. TRANSOM WINDOW
ABOVE W/ 18" SIDE-DOOR
ELEC 205 45 MIN A1 3' - 0" 7' - 0" 1 3/4" WD HM PT-2 PT-2 STOREROOM YES WALL STOPIT 207 CARD READER (ROUGH-IN)
A1 3' - 0" 7' - 0" 1 3/4" WD AL PT-2 PT-2 STOREROOM, ELEC.
STRIKE
YES FLOOR STOP W/ CARD READER PROVIDED BY
OTHERS
OFFICE 208 D1 3' - 0" 7' - 0" 1 3/4" AL ES-1 AL AL-1 AL-1FIRE POLE ALCOVE
209 45 MIN A2 3' - 0" 7' - 0" 1 3/4" WD WD-2 AL AL-1 AL-1 HOSPITAL
PUSH/PULL LATCH
YES YES (30") FLOOR STOP LATCH SET AT 60" AFF
DORM 210 A1 3' - 0" 7' - 0" 1 3/4" WD WD-2 AL AL-1 AL-1 PRIVACY FLOOR STOPDORM 211 A1 3' - 0" 7' - 0" 1 3/4" WD WD-2 AL AL-1 AL-1 PRIVACY FLOOR STOPDORM 212 A1 3' - 0" 7' - 0" 1 3/4" WD WD-2 AL AL-1 AL-1 PRIVACY FLOOR STOPDORM 213 A1 3' - 0" 7' - 0" 1 3/4" WD WD-2 AL AL-1 AL-1 PRIVACY FLOOR STOPBATH RM 214 A1 3' - 0" 7' - 0" 1 3/4" WD WD-2 AL AL-1 AL-1 PRIVACY FLOOR STOP
ACCESSIBLE BATH
RM
215 A1 3' - 0" 7' - 0" 1 3/4" WD WD-2 AL AL-1 AL-1 PRIVACY FLOOR STOP UTILITY 217 A1 3' - 0" 7' - 0" 1 3/4" WD WD-2 AL AL-1 AL-1 CLASSROOM YES YES (10") FLOOR STOP KICK PLATE PUSH SIDESTAIRS 218 B2 3' - 0" 7' - 0" 1 3/4" WD WD-2 AL AL-1 AL-1 PASSAGE YES YES (10") FLOOR STOP,
HOLD OPEN
G-01 KEYPAD, CARD
READER
26' - 10" 7' - 2" 3 1/2" STL EP-1 VEHICULAR GATE (ROLLING),
ACTUATED BY REMOTE, KEYPAD
G-04 3' - 6" 7' - 2" 2" STL EP-1 STL EP-1 EP-1 STOREROOM, MECH
KEYPAD LOCK
YES PEDESTRIAN GATE
Revision Number DATE ISSUE DESCRIPTION
09/19/2024 BRENTWOOD DESIGN REVIEW PACKAGE
UP UP +36 +36
+33.5 WT WT
WT UT
UT
TEL WM EXISTING VETERANS MEMORIAL BUILDING EXISTING BUILDING EXISTING BUILDING
FIRST STREET
DIABLO WAY FUEL PROPERTY LINE NO PARKING CONTRA CONSTA FIRE PROTECTION DISTRICT FIRE STATION 94 RECYCLE/ TRASH GENSET ATS MSB S1 5.8 4.5 2.9 2.5 3.4 5.2 5.9 4.7 3.1 2.5 3.3 5.0 5.8 3.4 2.8 2.1 1.9 2.3 3.2 3.5 2.9 2.1 1.8 2.2 3.0 3.4 1.6 1.8 1.6 1.3 1.2 1.4 1.8 1.9 1.7 1.4 1.2 1.4 1.7 1.8 1.5 1.1 0.7 0.5 0.4 0.3 0.1 0.9 0.6 0.4 0.2 0.2 0.2 0.4 0.6 0.7 0.8 0.8 0.7 0.7 0.7 0.8 0.9 0.8 0.7 0.7 0.7 0.8 0.8 0.7 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.3 0.2 9.8 11.7 11.2 8.9 11.7 10.5 4.7 5.7 5.0 1.4 1.6 1.3 4.2 2.7 1.5 1.0 1.6 3.1 6.5 3.7 1.8 1.1 1.9 4.7 2.2 1.4 0.7 0.5 1.2 2.6 4.0 2.3 0.9 0.5 0.7 1.0 4.1 2.5 1.4 1.0 0.7 0.7 2.4 2.5 2.9 2.4 1.2 0.8 0.9 1.8 2.6 1.8 0.8 0.6 1.0 2.0 2.6 3.2 1.8 0.8 0.4 1.5 2.5 4.1 3.4 1.6 0.9 1.1 2.6 4.1 2.6 1.1 0.7 1.3 3.0 3.9 6.1 3.3 1.5 0.7 4.4 3.4 2.0 1.1 1.6 1.0 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 2.3 1.6 1.0 2.9 2.0 1.2 1.1 3.3 1.6 0.9 1.0 2.4 1.7 1.0 1.0 3.9 2.4 1.4 1.0 1.7 2.4 3.9 3.2 1.9 3.2 3.8 3.6 1.5 2.8 3.4 3.7 1.8 3.8 3.9 3.7 1.6 3.7 3.8 3.5 1.4 3.3 3.4 3.2 1.3 3.2 3.2 3.1 1.4 3.5 3.5 3.4 1.7 4.2 4.1 3.8 2.1 5.0 5.0 4.5 2.4 5.2 5.1 4.9 2.3 4.1 4.8 5.3 3.0 4.7 6.3 5.7 2.6 2.1 1.4 1.1 1.1 1.1 3.7 3.6 2.6 2.0 1.8 1.7 3.8 3.9 3.1 2.5 2.4 2.0 3.7 3.6 3.1 2.7 2.4 2.1 3.5 3.4 3.0 2.6 2.5 2.3 1.9 1.7 3.2 3.1 3.0 2.7 2.6 2.4 2.2 1.8 3.1 3.2 3.1 2.9 2.8 2.7 2.5 2.1 3.3 3.4 3.2 3.0 2.9 2.8 2.6 2.3 3.7 3.5 3.1 2.9 2.9 3.0 2.7 2.4 4.4 3.9 3.0 2.9 2.9 2.8 2.7 2.4 4.8 4.4 3.3 3.0 2.9 2.7 2.5 2.2 5.3 4.8 3.5 3.2 2.8 2.5 2.2 1.9 5.6 4.9 3.2 2.3 2.3 2.2 2.1 2.0 2.3 3.8 2.5 2.9 3.3 2.8 2.7 3.2 5.6 5.3 3.3 5.1 6.5 4.1 3.8 6.1 0.2 0.6 1.3 0.5 1.1 2.8 3.0 1.1 0.5 1.1 3.0 0.7 1.5 3.0 1.5 0.5 0.5 1.4 2.7 3.1 0.4 1.6 3.2 1.7 0.4 1.0 1.1 0.3 1.7 0.4 0.4 3.2 1.1 1.4 1.0 3.1 1.9 1.4 2.4 3.1 2.0 5.5 4.9 5.6 5.1 10.3 8.2 1.4 0.9 0.6 1.5 1.1 0.7 1.7 1.3 0.8 2.1 1.7 0.9 2.3 1.9 1.0 2.3 2.1 0.7 1.0 0.5 0.2 0.4 0.2 0.1 0.2 0.1 0.1 0.2 0.1 0.1 0.3 0.2 0.1 0.6 0.4 0.2 1.8 0.9 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 0.1 0.1 0.2 0.2 1.9 0.4 0.1 0.1 0.2 0.0 2.9 0.4 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.3 6.2 3.7 3.8 6.3 6.4 7.7 7.7 2.8 4.5 2.3 2.3 4.3 4.3 7.7 7.5 10.1 8.1 1.8 1.8 3.5 3.5 7.3 7.3 11.3 11.2 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.0 W2 @ 6.5' 0.0 W2 @ 6.5' W2 @ 7' W2 @ 7' W2 @ 7' W2 @ 7' W2 @ 7' W2 @ 7' W2 @ 7' W3 @ 10' W3 @ 10' W3 @ 10' W1 @ 7' W1 @ 6.916' W1 @ 5.91' W3 @ 10' W3 @ 10' W3 @ 10' W3 @ 10' S2 @ 16' S3 @ 14' S4 @ 12.25' W2 @ 6.5' W2 @ 9.08' W2 @ 9.08' W2 @ 6.33' W2 @ 6.33' W2 @ 6.33' W2 @ 7' S1 @ 16' W2 @ 7' W2 @ 7' S4 @ 12.25' W2 @ 9.08' W2 @ 9.08' W2 @ 6.33' S5 @ 2.92' S5 @ 2.92' W1 @ 7' 1- SITE PHOTOMETRIC PLAN ES-101 Contra Costa County Fire Protection District Brentwood Fire Station 94 739 1ST STREET, BRENTWOOD, CA, 94513 4005 PORT CHICAGO HWY, CONCORD, CA 94520 FIRE PROTECTION DISTRICT M Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 LKJHGFEDCBA NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2023 Shah Kawasaki Architects Architect of Record Consultant CLIENT Project MLKJHGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 23703 CONTRA COSTA COUNTY Revision Number DATE ISSUE DESCRIPTION Sep 18, 2024 - 9:53am - jchachagua - C:\Users\jchachagua\appdata\local\temp\AcPublish_54180\_23-8039_ES-101_PLANNING SITE PHOTOMETRIC PLAN.dwg THOMA #23-8039 San Luis Obispo, CA 93406 P.O. Box 1167 - 3562 Empleo St. THOMA ELECTRIC, INC. Phone: (805) 543-3850 [email protected] Fax: (805) 543-3829 09/19/2023 BRENTWOOD DESIGN REVIEW PACKAGE SITE PHOTOMETRIC PLAN A1 1" = 10'-0" SITE/EXTERIOR LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER CATALOG NO. VOLTAGE MAX VA LAMPING MOUNTING DESCRIPTION S1 LITHONIA LIGHTING DSX0 LED P2 30K 70CRI T3M HS SERIES WITH SSS 14 4C DM19AS OR EQUAL MVOLT 45.1 LED 3000K POLE 24" CONCRETE BASE 16' FT OVERALL PARKING LOT LIGHT. 1-HEAD SQUARE STRAIGHT STEEL POLE. 0-10V DIMMING. PROVIDE WITH HOUSE SIDE SHIELD. S2 LITHONIA LIGHTING DSX0 LED P2 30K 70CRI RCCO EGS W/ SSS 14 4C DM 19AS OR EQUAL MVOLT 45.1 LED 3000K POLE 24" CONCRETE BASE 16' FT OVERALL PARKING LOT LIGHT. 1-HEAD SQUARE STRAIGHT STEEL POLE. 0-10V DIMMING. LEFT CORNER CUTOFF EXTREME BACKLIGHT CONTROL EXTERNAL GLARE SHIELD. S3 LITHONIA LIGHTING DSX0 LED P2 30K 70CRI LCCO EGS MVOLT 45.1 LED 3000K PROVIDE W/ WALL BRACKET MOUNT FIXTURE TO STAIRWELL LANDING (14' OVERALL) PARKING LOT LIGHT. 0-10V DIMMING. RIGHT CORNER CUTOFF EXTREME BACKLIGHT CONTROL EXTERNAL GLARE SHIELD. S4 LITHONIA LIGHTING LDN4 30/10 LO4 WR MVOLT 10.6 LED 3000K RECESSED 4" EXTERIOR DOWNLIGHTING S5 BEGA 84 371 K3 120 10 LED 3000K BOLLARD EXTERIOR BOLLARD LIGHT. PROVIDE WITH 180° DISTRIBUTION. LIGHT SHALL BE LISTED FOR WET LOCATION AND HAVE 0-10V DIMMING. W1 BEGA 22 292 K3 120 10 LED 3000K WALL EXTERIOR WALL LIGHT AT EXTERIOR STAIRS 6-1/4" SQUARE X 3-3/4"DEEP, 0-10V DIMMING W2 BEGA 22 261 K3 120 6.0 LED 3000K WALL EXTERIOR WALL LIGHT 6-7/8"L X 3-3/4"H X 2-3/8" DEEP, 0-10V DIMMING W3 BEGA 22 360 K3 120 20.5 LED 3000K WALL EXTERIOR WALL LIGHT 12"W X 4-3/8"H X 4" DEEP, 0-10V DIMMING W4 ANP LIGHTING VTP 200BLCL-M021LDNW30K 120 12 LED WALL LED VAPORTITE WITH RED GLASS LENS, SHADE, CAST GUARD AND, DRIVER HOUSING COLOR FINISH BY ARCHITECT W5 BEGA 77700 + 70757 120 15 LED 3000K WALL LED FLAG LIGHT WITH 180 DEGREE GLARE SHEILD 1 STAIRWELL SCALE: NTS NOT FOR CONSTRUCTION Page 526 of 590 EXTERIOR LIGHTING FIXTURE CUTSHEETS ES-102 Contra Costa County Fire Protection District Brentwood Fire Station 94 739 1ST STREET, BRENTWOOD, CA, 94513 4005 PORT CHICAGO HWY, CONCORD, CA 94520 FIRE PROTECTION DISTRICT M Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 LKJHGFEDCBA NOTE: If this drawing is not 22"x34" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2023 Shah Kawasaki Architects Architect of Record Consultant CLIENT Project MLKJHGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 23703 CONTRA COSTA COUNTY Revision Number DATE ISSUE DESCRIPTION Sep 18, 2024 - 9:53am - jchachagua - C:\Users\jchachagua\appdata\local\temp\AcPublish_54180\_23-8039_ES-102_EXTERIOR FIXTURE CUTSHEETS.dwg THOMA #23-8039 San Luis Obispo, CA 93406 P.O. Box 1167 - 3562 Empleo St. THOMA ELECTRIC, INC. Phone: (805) 543-3850 [email protected] Fax: (805) 543-3829 09/19/2023 BRENTWOOD DESIGN REVIEW PACKAGE 1 S1,S2, S3 LUMINAIRE SCALE: NTS 3 S4 LUMINAIRE SCALE: NTS 6 W1 LUMINAIRE SCALE: NTS 2 W2 LUMINAIRE SCALE: NTS 5 W3 LUMINAIRE SCALE: NTS S1 AND S2 ARE POLE MOUNTED S3 IS WALL MOUNTED 8 W5 LUMINAIRE SCALE: NTS 7 W4 LUMINAIRE SCALE: NTS 4 S5 LUMINAIRE SCALE: NTS NOT FOR CONSTRUCTION Page 527 of 590 © DLR Group
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THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS
SUBJECT TO ADJUSTMENT PENDING FURTHER VERIFICATION
AND CLIENT, TENANT AND GOVERNMENT AGENCY
APPROVALS. NO WARRANTIES OR GUARANTEES OF ANY
KIND ARE GIVEN OR IMPLIED OF THE ARCHITECT.
NOT FOR CONSTRUCTION
23703
02/21/2025
CONTRA COSTA COUNTY FIRE PROTECTION DISTRICT FIRE STATION 94 X-100B HI-RES TURNING STUDY
(E) HOLY
HAIR
(N) CONTRA
COSTA COUNTY
FIRE STATION 94
(N) INGRESS
APRON
(N) EGRESS
APRON
(N) WASTE
ENCLOSURE
1ST STREET
DIABLO WAY
(E) THE
BUZZARD
LAW
FIRM
(E) BOONDOGGIES (E) THE SKIN
LIASON
(E) VETERANS
AUXILIARY
BLDG
(E) SHIPPING
CONTAINER
SITE
R
R
R
RW
W
W
G
4' - 0"
© DLR Group
N
THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS
SUBJECT TO ADJUSTMENT PENDING FURTHER VERIFICATION
AND CLIENT, TENANT AND GOVERNMENT AGENCY
APPROVALS. NO WARRANTIES OR GUARANTEES OF ANY
KIND ARE GIVEN OR IMPLIED OF THE ARCHITECT.
NOT FOR CONSTRUCTION
23703
04/11/2025
CONTRA COSTA COUNTY FIRE PROTECTION DISTRICT FIRE STATION 94 X-100F TRUCK TURNING EXHIBIT - LEFT & RIGHT TURNS ONTO 1ST STREET
(E) HOLY
HAIR
(N) CONTRA
COSTA COUNTY
FIRE STATION 94
(N) INGRESS
APRON
(N) EGRESS
APRON
(N) WASTE
ENCLOSURE
1ST STREET
DIABLO WAY
(E) THE
BUZZARD
LAW
FIRM
(E) BOONDOGGIES (E) THE SKIN
LIASON
(E) VETERANS
AUXILIARY
BLDG
(E) SHIPPING
CONTAINER
SITE
R
R
R
RW
W
W
G
© DLR Group
N
THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS
SUBJECT TO ADJUSTMENT PENDING FURTHER VERIFICATION
AND CLIENT, TENANT AND GOVERNMENT AGENCY
APPROVALS. NO WARRANTIES OR GUARANTEES OF ANY
KIND ARE GIVEN OR IMPLIED OF THE ARCHITECT.
NOT FOR CONSTRUCTION
23703
04/11/2025
CONTRA COSTA COUNTY FIRE PROTECTION DISTRICT FIRE STATION 94 X-100G TRUCK TURNING EXHIBIT - LEFT & RIGHT TURNS ONTO 1ST STREET MODEL 3
201 Mission Street, Suite 1500, San Francisco, CA 94105 USA +1.415.677.7100 +1.628.208.6972 fax icf.com Memorandum
Date: April 23, 2025
To: Aaron McAlister, Deputy Fire Chief (Contra Costa County Fire Protection District) Tracie Dutter, Assistant Fire Chief (Contra Costa County Fire Protection District) From: Heidi Mekkelson, Senior Managing Director (ICF)
Jessica Viramontes, Principal, Environmental Planning (ICF) Subject: Fire Station 94 Air Quality, Noise, and Traffic Impacts Dear Deputy Chief McAlister and Assistant Chief Dutter, We are pleased to provide this memorandum in response to a request from the Contra Costa County Fire Protection District (Fire District) to review the Fire Station 94 Project (project) and qualitatively evaluate the project’s potential to result in significant air quality, noise, and traffic impacts. This memorandum summarizes ICF’s qualifications, project understanding, scope of review, and evaluation of the project.
Qualifications
ICF is a full-service environmental resources firm that is widely recognized as an industry leader in California Environmental Quality Act (CEQA) and National Environmental Policy Act (NEPA) compliance. We have extensive experience preparing environmental documentation pursuant to CEQA and NEPA, dating back to the founding of the former Jones & Stokes, which was acquired by ICF in 2008. Our environmental practice provides services in environmental planning and review, permitting, land use planning, regulatory implementation and compliance, natural resource management, and construction compliance monitoring and mitigation. Our professional staff includes environmental compliance experts, land use and natural resource planners, wildlife and fisheries biologists, plant and wetland biologists, watershed planners, restoration experts, archaeologists, architectural historians, community affairs experts, attorneys, engineers, and information technologists. We have a local office in San Francisco and have held an on-call contract with Conta Costa County to provide environmental planning services since 2018. From 2015 to 2017, ICF assisted with the Environmental Impact Report (EIR) for the Downtown Martinez Jail Demolition. In 2015, ICF assisted with the EIR for the West County Detention Facility Expansion.
Since 2007, ICF has supported the County with the preparation of the East Contra Costa County Habitat Conservation Plan and Natural Community Conservation Plan (HCP/NCCP) and Environmental Impact Statement (EIS)/EIR, as well as providing subsequent annual reporting and regulatory support. We have also provided CEQA support for several County fire station projects including Fire Station 1, Fire Station 9, Fire Station 81, Fire Station 86, and Fire Station 90.
Fire Station 94 Air Quality, Noise, and Traffic Impacts April 23, 2025
Heidi Mekkelson is a Senior Managing Director with ICF’s Environment and Planning Division. She has 22 years of experience in the preparation and management of environmental analysis documentation pursuant to CEQA and NEPA. She has successfully managed environmental documentation for a diverse range of projects including urban infill developments, renewable energy facilities, programmatic plans, climate action plans, and habitat conservation plans. She regularly presents at CEQA-focused workshops and conferences sponsored by the Association of Environmental Professionals (AEP), and is an instructor for UC Davis continuing and professional education courses related to CEQA. Heidi has a BS in Environmental Studies from the University of Southern California and an MSL in Water and Environmental Law from the University of the Pacific, McGeorge School of Law.
Jessica Viramontes is a Principal with ICF’s Environment and Planning Division. She has 19 years of experience in environmental planning pursuant to CEQA and NEPA. She has successfully managed infill development projects, programmatic projects, institutional projects, and transportation projects of varying sizes. Jessica has a BS in Environmental Management and Protection and a BA in English from California Polytechnic University San Luis Obispo; Jessica also has an MS in Environmental Management from the University of San Francisco.
Project Understanding
The project would construct a new 8,137 square foot, two-story fire station, including two apparatus bays, living areas, and associated site improvements, on a 13,427 square foot parcel (project site) located at 739 First Street in the City of Brentwood (APN 013-091-019). The apparatus bays would house a Type I engine and Type III engine, but no ladder trucks. The project also includes nine onsite parking spaces, an emergency generator, landscaping, storm water treatment areas, a solid waste enclosure, lighting, and utilities. The project would employ a fire crew of approximately 3 to 4 employees. Fire Station 94 would replace a previous fire station (Fire Station 54) that was located on the site and was demolished in 2023.
Scope of Review
ICF reviewed the project description and regulatory plans and policies that govern development on the project site. We conducted a desktop review of the project site and its environs. ICF did not conduct fieldwork or technical modeling as part of this assessment. Based on our understanding of the project, background research, and experience with similar projects (including Fire Station 1, Fire Station 9, Fire Station 81, Fire Station 86, and Fire Station 90), we qualitatively evaluated the project’s potential to result in significant air quality, noise, and traffic impacts under CEQA.
Evaluation
Air Quality
The project’s grading and construction activities would generate air pollutant emissions. The Bay Area Air Quality Management District (BAAQMD) has local air quality jurisdiction over projects in Contra Costa County. BAAQMD has adopted advisory emission thresholds to assist CEQA lead
Fire Station 94 Air Quality, Noise, and Traffic Impacts April 23, 2025
agencies in determining the level of significance of a project’s emissions, which are outlined in its California Environmental Quality Act Air Quality Guidelines (CEQA Guidelines). BAAQMD’s CEQA Guidelines include screening criteria for construction emissions. If a project meets the screening criteria, then project construction would result in less-than-significant criteria air pollutant impacts, which include carbon monoxide (CO), nitrogen oxide (NOX), particulate matter no more than 2.5 microns in diameter (PM2.5), particulate matter no more than 10 microns in diameter (PM10), and reactive organic gases (ROG). The project would be below BAAQMD’s screening-level size for a government office building (i.e., 277,000 gross square feet). Therefore, a quantitative air quality assessment of construction emissions is not required, and the project can be presumed to have a less than significant impact with respect to construction-generated criteria air pollutants.
The project would also generate criteria air pollutant emissions during operation, including emissions from vehicle travel (both worker and fire truck trips), energy consumption, and the operation of one on-site emergency generator. Emissions would be expected to be similar to those generated by the fire station that previously occupied the site, given their similar sizes and operating characteristics. Furthermore, as discussed below under Transportation, the project would be expected to reduce regional vehicle miles travelled (VMT) and associated emissions. Given the small size of the project and modeling ICF has conducted for similar types of projects, the project would not be expected to exceed BAAQMD’s operational criteria air pollutant thresholds.
The project would also generate toxic air contaminants (TACs) during construction and operation, including local criteria pollutants (e.g., fugitive dust), diesel particulate matter (DPM), and PM2.5 exhaust. Such emissions can result in adverse health impacts (cancer and non-cancer) on nearby sensitive receptors. The nearest sensitive receptors to the project site are residential uses located approximately 250 feet to the north on First Street. The amount of dust generated by a project is highly variable and dependent on the size of the disturbed area at any given time, the amount of activity, soil conditions, and meteorological conditions. BAAQMD’s CEQA Guidelines considers dust impacts to be less than significant if BAAQMD’s construction best management practices (BMPs) are employed to reduce such emissions. The project would comply with BAAQMD’s BMPs. The project is not expected to represent a significant source of construction or operational DPM or PM2.5 exhaust because of the short construction duration and the limited number of project-related vehicle trips. In addition, use of the proposed emergency generator would not represent a significant source of operational DPM because generator testing would be minimal and would not exceed BAAQMD’s 50- hour-per-year testing limit. Therefore, the project would not be expected to expose receptors to significant health risks.
Conclusion: ICF’s assessment is that there is a low likelihood for the project to result in significant impacts to air quality. Project-specific modeling would be needed to confirm the precise level of impact.
Noise
The project’s grading and construction activities would generate noise that could impact nearby sensitive receptors. As discussed above under Air Quality, the nearest sensitive receptors to the project site are residential uses located approximately 250 feet to the north on First Street.
Construction activities would be temporary and related noise impacts would be short-term. The
Fire Station 94 Air Quality, Noise, and Traffic Impacts April 23, 2025
project would follow best practices for construction noise control, including the use of mufflers on internal combustion engines and limiting vehicle idling time. Furthermore, Section 9.32.070 of the City of Brentwood Municipal Code indicates that construction performed by an agency of government is exempt from noise provisions of the city code.
Noise would be generated during operation by fire station vehicles and emergency sirens, employee vehicles, an emergency generator, and an emergency alert system. Sirens on emergency response vehicles are required to be operated in accordance with California Vehicle Code Section 21055, which states that sirens should be sounded “as may be reasonably necessary.” When they occur, siren events and noise from fire trucks would be brief, and would be similar in terms of frequency and duration to the fire station that previously occupied the site. The emergency alert system would be indoors, designed to be audible to the on-site staff, and used only for emergency calls for service.
With approximately 3 to 4 employees, employee vehicle trips would not generate noticeable increases in noise. As discussed above under Air Quality, emergency generator use would be infrequent. The generator would be installed in a masonry enclosure, which would further reduce noise levels.
Conclusion: ICF’s assessment is that there is a low likelihood for the project to result in significant noise impacts. Project-specific modeling would be needed to confirm the precise level of impact.
Transportation
Senate Bill (SB) 743 was signed into law in 2013 and is codified in Section 21099 of the California Public Resources Code with the intent to better align CEQA transportation impact analysis practices and mitigation outcomes with the State’s goals to reduce greenhouse gas (GHG) emissions, encourage infill development, and improve public health through more active transportation. SB 743 created several key statewide changes to CEQA, including changes related to the assessment of transportation and parking impacts under CEQA. As required by SB 743, the Office of Planning and Research (OPR) amended CEQA Guidelines Section 15064.3 to provide an alternative to automobile delay, as described by level of service (LOS) or similar measures of vehicular capacity or traffic congestion, for evaluating traffic impacts of proposed projects. The new metric, VMT, measures the total number of miles traveled by vehicles daily on the roadway network and thereby the impacts on the environment from those miles traveled (e.g., through GHG emissions). In other words, SB 743 changes the focus of transportation impact analysis in CEQA from measuring impacts on drivers to measuring the impact of driving on the environment, particularly as it relates to GHG emissions.
The Contra Costa Transportation Authority (CCTA) adopted VMT methodology and significance thresholds in July 2020, which are summarized in the Contra Costa County Transportation Authority Growth Management Program Implementation Guide (February 2021) (GMP Guide). CCTA guidance defines several criteria that lead agencies can apply to screen projects out of conducting projectlevel VMT analysis. One of these criteria is for local-serving uses, which can generally be presumed to have a less than significant VMT impact, absent substantial evidence to the contrary. The GMP Guide defines local-serving uses as: “land uses that are expected to draw users from a local area, typically no more than a 2- to 3-mile radius. The definition of local-serving uses may vary by jurisdiction. These uses may generally include local-serving public facilities such as a branch library, a police or fire station, neighborhood-based schools, and local-serving retail business such as
Fire Station 94 Air Quality, Noise, and Traffic Impacts April 23, 2025
grocery stores, coffee shops or dry cleaners.” The proposed fire station is consistent with the GMP Guide’s definition of local-serving uses. Therefore, under CCTA methodology, the project can be presumed to have a less than significant VMT impact.
It is also noted that currently the Fire District responds to calls in downtown Brentwood from Fire Station 92 on John Muir Parkway, located on the west side of Brentwood, as well as fire stations in Oakley and Discovery Bay. Reopening a fire station at this project site in downtown Brentwood would reduce the VMT associated with responding to calls in this area compared to existing conditions.
The project would be consistent with programs, plans, ordinances, and policies addressing the circulation system, including transit, roadway, bicycle, and pedestrian facilities. The following policies in the City of Brentwood General Plan would apply to the project:
• Policy CIR 1-1: Ensure that the City’s circulation network is maintained and improved over time to support buildout of the General Plan in a manner that is consistent with the General Plan Roadways Map.
• Policy CIR 2-2: Routinely incorporate sidewalks and enhanced pedestrian crossing facilities as part of new street construction, and incorporate bicycle facilities on new collector and arterial streets (including bicycle lanes where appropriate, bicycle route and destination signs, and bicycle detection at signals).
• Policy CIR 2-4: Require development projects to construct on-site sidewalks, paths, and trails in a manner that is consistent with the City’s parks, trails, and recreation goals and policies in this General Plan and the Contra Costa County Countywide Bicycle and Pedestrian Plan, and as dictated by the location of transit stops and common pedestrian destinations. • Policy CIR 2-6: Prioritize bicycle and pedestrian safety for students traveling to and from school.
• Policy CSF 4-4: Design and maintain roadways in such a way so as to maintain acceptable emergency vehicle response times.
Transit service would be provided by the Eastern Contra Costa Transit Authority (Tri Delta Transit), with the nearest bus station to the project site located approximately 0.1 mile away at Brentwood Boulevard and Oak Street (Route 391). Bay Area Rapid Transit (BART) provides fixed rail transit to eastern Contra Costa County, with the Antioch Station located approximately 4 miles from the project site. The project would not conflict with existing service or future changes to either service.
Additionally, with approximately 3 to 4 employees, the project is not expected to generate high ridership relative to capacity on these routes and lead to over-capacity conditions.
The project would not obstruct the City’s ability to make planned improvements to roadway, bicycle, and pedestrian facilities, and would comply with applicable emergency access requirements. Fire engines would only enter the site from Diablo Way, along the rear property line, and exit onto First Street. Pedestrian access would be from First Street. The project is conditioned to meet all applicable Building, Engineering, and Public Works codes and regulations. Fire access and aerial
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apparatus access shall comply with the requirements of the Fire District and Brentwood Municipal Code Chapter 15.06 “Fire Code.”
Conclusion: ICF’s assessment is that there is a low likelihood for the project to result in significant transportation impacts. Project-specific modeling would be needed to confirm the precise level of impact.
Conclusion
Based on the above, ICF's assessment is that there is a low likelihood for the project to result in significant air quality, noise, or transportation impacts. In addition, reopening a fire station at the project site is expected to have a beneficial impact with respect to regional VMT and mobile-source air emissions compared to existing conditions.
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June 5, 2025
Mayor Susannah Meyer
Interim City Manager Darin Gale
City of Brentwood
150 City Park Way
Brentwood, CA 94513
Subject: Support for Expansion of Fire Services in Brentwood Dear Mayor Meyer and Mr. Gale,
Ensuring the safety of our communities is a responsibility we all share, and one that becomes increasingly critical as our region continues to grow. The cities and unincorporated areas of East Contra Costa face mounting challenges—including rising wildfire threats, increased medical emergencies, and greater traffic-related incidents. Addressing these demands requires a unified commitment to strengthening our emergency response infrastructure.
In recent years, significant progress has been made to improve fire protection in our region. Just five years ago, the East Contra Costa Fire Protection District was staffed with only nine firefighters to cover Brentwood, Oakley, and nearby unincorporated areas—a number insufficient to safely manage even a single structure fire. Since then, the passage of Measure X and the successful merger with Contra Costa Fire have transformed our capabilities. Today, 20 firefighters are deployed daily, with reopened stations and upgraded apparatus to serve the same 249-square-mile area.
The proposed addition of two new fire stations in Brentwood would be a vital step in continuing this upward momentum. These stations wouldn’t just benefit Brentwood—they would increase coverage and capacity across East County. For that reason, the City of Antioch fully supports their development and recognizes the broader value they would bring to our collective safety efforts.
Thank you for your though�ul considera�on on this important mater, knowing your decision will impact not just Brentwood, but all of your East Contra Costa County neighbors.
Sincerely,
Bessie M. Scott
City Manager
City of Antioch
Shannon Shaw
Mayor
District 4
Hugh Henderson
Vice Mayor
District 2
Aaron Meadows
Councilmember
District 1
George Fuller
Councilmember
District 5
Anissa Williams
Councilmember
District 3
City of Oakley | 3231 Main Street, Oakley, CA 94561
O (925) 625-7000 | F (925) 625-9859 | www.oakleyca.gov
May 3, 2025
City of Brentwood
Mayor Susannah Meyer
Interim City Manager Darin Gale
150 City Park Way
Brentwood, CA 94513
Re: Support for additional fire stations in Brentwood
Dear Mayor Meyer and Mr. Gale:
As city and county leaders, we face a range of complex challenges, but ensuring the safety of our communities remains our highest priority. With growing wildfire risks influenced by climate conditions and human activity, rising numbers of vehicle collisions and medical emergencies, and continued population growth in East County, it's clear that we must continue strengthening our emergency services. By working together, we can build a more resilient and responsive system to meet the evolving needs of our communities.
Our region’s fire protection has improved immensely in the past five years. In 2020, East Contra Costa Fire Protection District had only nine firefighters staffing the entirety of Brentwood, Oakley and unincorporated East County. Those nine firefighters were not even sufficient to safely fight and control a structure fire. Since that time, Measure X and East County’s merger with Contra Costa Fire has allowed our region to reopen fire stations, purchase more capable fire apparatus and provide 20 firefighters daily to cover the same 249 square mile area that was previously covered by only nine.
The City of Oakley has over 45,000 residents with two fire stations. We were highly supportive of East County’s merger with Contra Costa Fire. We are firsthand seeing the benefits of a larger organization, post-merger, with more resources that can directly impact this region in a positive way. The two future fire stations in Brentwood would only add to those resources and the City is supportive of two more stations in Brentwood in an effort to bring more resources to the entire area.
Continued investment in fire protection infrastructure is important to meeting the growing service needs across our region. We hope the City of Brentwood will consider maintaining its support as part of this collective effort Sincerely,
Joshua McMurray
City Manager
City of Oakley
that serves our growing population, respects the city’s vision, and honors the public trust.
Let’s not pit public safety against public accountability. Brentwood deserves both.
Respectively Submitted,
Dolores Long
American Legion Auxiliary President unit 202
Brentwood Veterans
Memorial Building
First & Maple Streets, Brentwood, CA 94513
“We pledge to continue our solemn duty to dedicate this Memorial Hall as a monument for all those veterans who gave the last full measure, to honor the memories of those who have gone before and to provide for those yet to come.”
19 May 2025
To: Darin Gale, Interim City Manager & Brentwood City Council Dear Mr. Gale and Honorable City Council Members,
I hope this message finds you well.
I am writing to respectfully propose that the City of Brentwood consider offering the property located at Stratford Ct. & E Sand Creek Road (APN: 016-190-033) to the Contra Costa County Fire Protection District (Con Fire) for the development of a new fire station. This parcel, encompassing approximately 1.26 acres, is designated under the General Plan as Public Facility and zoned PF, making it ideally suited for this use.
Additionally, I understand that the City possesses another property with an existing building near the Brentwood Police Department. This facility could potentially serve as a temporary fire station, ensuring that our community receives the necessary fire protection services while the Sand Creek site is developed.
Brentwood has waited over a decade for a second fire station. It is imperative that we get the permanent location right—one that supports the current and future needs of our growing city. The Sand Creek site offers a strategic, shovel-ready solution that meets those needs.
Offering this property to Con Fire presents a solution so obviously a win–win–win for all parties:
• Residents of Brentwood will receive improved fire service from a centrally located, expandable station, nearest to the population center.
• Taxpayers will benefit from a cost-effective, long-term investment in infrastructure. • The City demonstrates leadership in offering a solution that addresses public safety and community planning.
• The County gains a viable site that avoids conflict and delay. • Con Fire gets a ready-to-build location that can better serve the growing population. • Veterans regain the full use of the Brentwood Veterans Memorial Property, with potential for expanded services and commemorative space.
Furthermore, the veterans have expressed interest in using the downtown site for additional parking and the development of a garden space honoring those who suffer from PTSD and those we've lost. This would benefit both the veterans and the greater downtown community.
Another option worth considering is a potential property swap—where the parcel currently adjacent to the Brentwood Veterans Memorial Building, now designated for the proposed fire station, could be exchanged for the City-owned parcel on Sand Creek. This would, of course, be contingent on the City’s willingness to continue the original dedication of the downtown property to veterans’ use. In return, the veterans would be eager to collaborate with the City to develop the site into a much-needed parking lot
to serve hall patrons and, when not in use by the veterans, make it available as public parking to benefit the broader downtown community. This solution preserves the historic intent of the property while also addressing downtown’s infrastructure needs.
I am not sure if there is an official process to make this request, but if so, please advise on the appropriate steps. We believe this path forward serves everyone’s best interest and offers a rare opportunity to resolve a contentious issue with integrity and collaboration.
Thank you for your time and consideration.
Sincerely,
Dan Duran
Dan Duran
President
Brentwood Veterans Memorial Building
Representing:
Brentwood Veterans Memorial Building, Inc.
American Legion Post 202
VFW Post 10789
Marine Corps League Detachment 1155
American Legion Riders
American Legion Auxiliary
Sons of the American Legion
Mailing Address: 629 First Street #20, Brentwood, CA 94513 Physical Address: 757 First Street, Brentwood, CA 94513 Email Address: Secretary Donald E. Hester, [email protected] Website: www.bvmb.org
veteran service and sacrifice.
County officials may be pressuring members of your board to join their offensive against the City of Brentwood, framing it as a matter of public safety. Don’t become pawns in their political maneuvering. This is about more than one project—it’s about respecting the law, honoring veterans, and defending local decision-making. If you choose to send a letter, let it be one that calls on the County and Fire District to sit down with the veterans and the City in open, transparent discussions—not behind closed doors or through backchannel pressure. Our community deserves integrity, not coercion.
Please feel free to contact us for further documentation, legal references, or to schedule a discussion. We welcome the opportunity to answer any questions and to work together toward a lawful and community-oriented solution.
For more information see: Fire Station 94
Sincerely,
Donald E. Hester
Board Member
Brentwood Veterans Memorial Building
Web www.BVMB.org
Veterans Hall Location 757 1st St, Brentwood, CA, United States, 94513
Mailing Address 161 Chestnut Street #20, Brentwood, CA 94513
From: Donald Hester
To: =yCouncil Members
Subject: Fire Station 94
Date: Monday, June 2, 2025 6:17:15 AM
Attachments: image001.png
CAUTION – EXTERNAL SENDER
To whom it may concern,
I am not sure where people are getting that 3 council members are voting to overturn the planning commissions or that they are on the take from Burgis or the Fire District or Union.
There are lots of comments online about it and I don't think they are fair.
I believe we should assume noble intent until proven otherwise. Frankly, I was surprised by the unanimous vote from the Planning Commission. If you had asked me beforehand, I would have guessed it would be a 2-2 split. Their unified decision speaks volumes, and I think it’s important that we stay focused on that.
What we need to do now is make sure the City Council hears us clearly: this isn’t just about opposing a fire station—it’s about opposing bad planning. The County has shown a consistent pattern of dismissiveness and pressure tactics, and we must respectfully highlight that behavior. Equally important is reminding the Council that the proposed design does not meet the Downtown Specific Plan. Commissioner Flohr and the other Commissioners gave a detailed and thoughtful list of reasons why it fails to comply. If the Council chooses to overturn that, I hope they will address each point raised and explain their reasoning—item by item.
As for the coverage in that so-called “news” source, they’ve cherry-picked sound bites out of context, ignoring the real, substantive issues at stake. I hope the Council chooses to focus on the material concerns, not the noise.
Let’s keep advocating with clarity and respect. The facts are on our side.
Sincerely,
Donald E. Hester
Commandant
Delta Diablo Detachment 1155, Marine Corps League
Phone (925) 338-1775
Web www.MCL1155.org Email [email protected]
Join Us Today
We meet on the third Thursday of the month at 1830 (6:30 pm) at the Brentwood Veterans Memorial Building.
757 1st St, Brentwood, CA, United States, 94513
From: Fred Ginsler
To: =yCouncil Members
Subject: Brentwood Fire Station
Date: Saturday, May 17, 2025 11:59:22 AM
CAUTION – EXTERNAL SENDER
Stop the silly voices that have overwhelmed the conversation regarding the new fire station.
It is obvious that the opponents to the location and design are just selfishly trying to protect their perceived turf.
Not only is the new design beautiful, it will add to the aesthetics of downtown.v The public discontents ignore that the counties offer of 350k to improve the current vets hall will provide our veterans a way to improve their facility. Much needed improvements.
Stop the silliness. Override the planning commission's obviously politically generated decision to decline this beautifully designed fire station.
What are the alternatives? The county selling the property and a three story monstrosity filling the space.
A concerned citizen and voter. No emotion, just sensibility. --
Fred Ginsler
From: J. Travis Martin
Subject: An Uncomfortable Truth About Planning and Responsibility Date: Friday, May 23, 2025 9:53:37 AM
CAUTION – EXTERNAL SENDER
An Uncomfortable Truth About Planning and Responsibility It is deeply disheartening to witness a public official deflect accountability and shift blame onto those who are doing exactly what they were appointed to do-protect the integrity of Brentwood's planning process.
Supervisor Diane Burgis's recent comments in the Press do not demonstrate leadership. They expose something far more troubling: a lack of planning, a disregard for public process, and an attempt to politicize a problem created by the very institutions now casting blame.
What is truly embarrassing is not the planning commission's decision-but the fact that residents had to do the fire district's homework for them.
That it was citizens-not city staff, not the county, and not the fire districtwho rediscovered the shovel-ready, CEQA-cleared site on Sand Creek Road that was originally intended to replace the downtown fire station. The fact that this location was never reconsidered demonstrates either gross negligence or a stubborn refusal to change course in light of better options.
Let's be clear: the May 6 vote by the Brentwood Planning Commission was about design review, nothing more. It was not about fire response, or candidate training, or the emotional appeals Supervisor Burgis uses to distract from the real issue. It was about whether the proposed building met the standards of Brentwood's Downtown Specific Plan. It did not.
The commissioners listened. They evaluated. They found the design inconsistent with the established plan that guides all downtown development. That's not "reckless." That's responsible governance. Read the Downtown Specific Plan yourself and compare it to the proposed design-then ask yourself who failed to do their job.
It is frankly insulting to hear Supervisor Burgis dismiss this thoughtful, unanimous decision with fear-based rhetoric and cherry-picked soundbites.
Her attempt to boil the meeting down to one offhand comment about a gym ignores the dozens of specific concerns raised by both the commissioners and the public. This wasn't a knee-jerk reaction. It was a detailed, deliberate judgment grounded in policy and planning.
And we must not forget: the Planning Commission did their job with integrity and focus. They represented the interests of the community, not
those of political convenience. That Supervisor Burgis is now vilifying them for standing in the way of what increasingly looks like a rushed monument to her political ambition-just as she eyes a run for State Assembly-is not only transparent, it is deeply unfortunate.
Public safety matters. So does responsible planning. Brentwood deserves both.
Let's stop the misdirection and start the collaboration. --
Regards,
J. Travis Martin
Commander, Veterans of Foreign Wars Post 10789
wpost10789.org
Veteran Suicide Prevention
Here’s how you can connect with a Veterans Crisis Line
responder, anytime day or night:
Call 988 and select 1.
Text 838255.
If you have hearing loss, call TTY: 800-799-4889.
From: J. Travis Martin
To: =yCouncil Members
Subject: Concern Over County Pressure Regarding Fire Station 94 Date: Monday, June 2, 2025 10:01:26 PM
CAUTION – EXTERNAL SENDER
Subject: Concern Over County Pressure Regarding Fire Station 94 Dear Mayor and Council Members,
I write to express growing concern over what appears to be a pattern of heavyhanded pressure from Contra Costa County officials regarding Fire Station 94.
Recent statements by Supervisor Diane Burgis in The Press amount to political coercion, urging the City to override the Planning Commission's denial of the proposed downtown fire station based on fear, despite legitimate concerns about design compliance and land use. Unfortunately, this is not an isolated incident:
Contra Costa Fire Battalion Chief Jeff Burris used a recent emergency in Discovery Bay to make a political argument, stating: "Once the station in downtown Brentwood is built, incidents like this will be mitigated sooner." This would be equally true for a Sand Creek location—suggesting this was more about advocacy than analysis. But again this is an appeal to fear.
Online remarks from another County officials have gone so far as to issue veiled threats toward a City Council member, as documented in the attached screenshot from Nextdoor. This crosses the line from persuasion to intimidation.
We urge you to take note of these tactics. The County's approach seems aimed at bypassing the Downtown Specific Plan, undermining the Planning Commission's unanimous decision, and disregarding the original dedication of the veterans' memorial property.
Please continue to stand for transparent planning, respectful governance, and community-driven solutions. We support building a new fire station—but in a location that is legally appropriate, forward-looking, and respectful of Brentwood's values.
Respectfully,
J. Travis Martin
Commander, Veterans of Foreign Wars Post 10789
wpost10789.org
Veteran Suicide Prevention
Here’s how you can connect with a Veterans Crisis Line
responder, anytime day or night:
Call 988 and select 1.
Text 838255.
If you have hearing loss, call TTY: 800-799-4889.
From: Jason Pfister
To: =yCouncil Members
Subject: Constituent Comment: Fire Station
Date: Monday, May 19, 2025 8:27:49 AM
CAUTION – EXTERNAL SENDER
Hi there:
I am commenting to say that I oppose the new fire station. I do not oppose constructing a new one but I feel this location is inappropriate. Thank you. -Jason Pfister
From: Kathy King
To: =yCouncil Members
Subject: Fire Station Location
Date: Monday, May 19, 2025 3:33:11 PM
CAUTION – EXTERNAL SENDER
I am sending this to encourage the City Council to vote NO on the location of a Fire Station next to the Veteran’s Hall in Downtown Brentwood. My first concern is safety. Brentwood’s downtown is really blossoming. There is lots of foot traffic, including students from Liberty Merchants and restaurants line the streets. In the case of a fire call out, the fire truck(s) will have to quickly navigate both foot traffic and vehicle traffic. This will not only slow down the response of the fire department, but it will put pedestrians and vehicle traffic in danger. And the noise created will be disruptive to the businesses, especially restaurants, in downtown.
There are much better locations than putting a fire station in the middle of a bustling downtown. Please preserve the charm of downtown Brentwood.
Thank you for considering my request.
Kathy King
Brentwood, CA
From: Laura M.
To: =yCouncil Members
Subject: Fire Station location
Date: Tuesday, May 20, 2025 12:45:40 AM
CAUTION – EXTERNAL SENDER
Hello,
Please do not allow CoCo County to build the fire station in the downtown location.
Traffic will be an issue for trucks to respond to emergencies. Streets are too narrow for traffic to pull over to allow responding trucks to pass.
Perhaps the Sand Creek location would be better since some prep has already been done. Gives coverage in West and East Brentwood with easy access to main tributaries.
We've lived here since 1986. With as much work that has been done to the downtown area streets and sidewalks over the years, it seems the slated location would be better suited as a restaurant or VA use (since they own the land).
Respectfully,
Laura and Greg Moore
Sent from my Verizon, Samsung Galaxy smartphone
Get Outlook for Android
2. What About Calls Near Sand Creek?
The Sand Creek property—originally identified in 2005 as the replacement site for Station 54 —is just one mile from downtown. Given that proximity, one must ask: How many of those 2,400 calls occurred within 1.5 miles of Sand Creek? If a central location can serve both existing needs and anticipated growth, shouldn’t that be the priority?
3. Of Course Response Time Downtown Improves With a Downtown Station—That’s Not the Point
To claim a station downtown will improve response times downtown is obvious—but ultimately misleading. Put a fire station anywhere, and that area will benefit. The real question is: Where should we place a station to maximize coverage, not just now, but 20 years from now? The answer—based on population distribution, infrastructure, and growth patterns—is Sand Creek.
4. Poor Planning Today = Higher Costs Tomorrow
This situation is reminiscent of Vasco Road—a corridor that’s seen tragedy and massive public expense because it wasn’t built to meet foreseeable demand. We knew then that upgrades were necessary. We waited. Now we’re paying the price, in both money and lives. Are we going to repeat that mistake with fire protection in Brentwood? Heat maps don’t plan for the future. People do.
Colorful charts and scare tactics may distract the public temporarily, but they cannot substitute for thoughtful, future-focused planning. What we need now isn’t fear—it’s courage to course correct, to honor dedicated land, and to serve the greatest number of residents for the longest time at the best cost.
Brentwood deserves nothing less.
Mike Clement
American Legion Post 202/PUFL
Past American Legion District 9 Commander
Life Members Veterans of Foreign Wars Post 10789
Life Members Disabled American Veterans Chapter 154
concerns? Will the County continue to pressure Brentwood to abandon its planning standards in favor of expediency?
Councilmember Tony Oerlemans has rightly expressed concern over how the State has begun to override local planning decisions. And yet here we see the County engaging in the same behavior — dismissing local authority and threatening to undermine the community’s values and vision.
Let us be clear: this is not merely about where to place a fire station. It is about how we govern, how we honor commitments to our veterans, and whether we will allow larger entities to coerce smaller ones into submission. Brentwood deserves better. Our veterans deserve better.
The wise thing to do now — the disciplined and mission-oriented thing — is to stop, reassess, and do what is right. Return to the table. Revisit the Sand Creek option. Listen to the community. And above all, act with integrity.
Respectfully,
Mike Meyokovich
Disabled Veteran
needing a fire station at this
location. The proposed site is too small for future
growth (a fact confirmed by the project architect), pushes veterans off their dedicated land, and places large emergency vehicles in the heart of a pedestrian-oriented district. Sand Creek, by contrast, allows for long-term expansion, faster access to more residents, and lower construction impact.
Downtown Brentwood Deserves Better Design—and Respect.
The Commission was right to reject the oversized, East Coast-style design of the proposed building. Brentwood’s Downtown Specific Plan is more than words —it’s a promise to preserve small-town character. The Fire District’s refusal to modify the design after two meetings, and its ongoing top-down approach, show disregard for local standards and community voices.
The Path Forward Is Collaboration, Not Condescension.
We urge Supervisor Burgis and Con Fire to stop steamrolling legitimate concerns and start working collaboratively. The veterans, the Planning Commission, and many Brentwood residents are not opposed to a new fire station—we are calling for a smarter location and a lawful, well-integrated design that serves the future of this city.
We invite the City Council to defend the Planning Commission’s unanimous vote and send a clear message: Brentwood will not sacrifice thoughtful planning or veterans’ rights for the sake of expedience.
Respectfully,
Mike Meyokovich
USAF Disabled Veteran
From: Mike Towns
To: =yCouncil Members
Subject: Downtown fire station
Date: Thursday, May 15, 2025 8:13:56 PM
CAUTION – EXTERNAL SENDER
I live at 280 Gristmill Dr, Brentwood and have lived here for 33 years. I have watched us struggle to have adequate fire protection since day one and appreciate that we are finally fixing that.
I support the station downtown, where it originally was, and urge you to approve it at you next meeting.
Respectfully submitted,
Michael Towns
To put this in perspective, in 2017, I was the Superintendent for a homebuilder starting a project in Brentwood. The Planning Department halted our plan review for weeks because they wanted more window grids on homes facing the main road. That level of attention to architectural detail was considered essential for consistency in the community’s visual design. If that kind of diligence is required for window grids on residential homes, why aren’t we applying the same scrutiny to a fire station that will fundamentally alter the dynamics of downtown?
Looking ahead, we fully expect that the fire district and Supervisor Diane Burgis will appeal to the City Council to overturn the Planning Commission’s decision. When they do, I urge this Council to stand firm and demand a proper CEQA review. Brentwood’s Planning Department, Commission, and Council are here to represent the people—not to rubber-stamp projects simply because they come from the County.
Remind the County and the Fire District: They are not above the law.
From: PAUL RADLIFF
To: supervisor [email protected]; [email protected]; [email protected]; webCityClerk; =yCouncil Members; [email protected]; [email protected]; John [email protected]; [email protected]
Subject: Subject: Concern Regarding Supervisor Burgis’ Recent Op-Ed Date: Thursday, May 22, 2025 10:19:19 PM
CAUTION – EXTERNAL SENDER
Dear Editor,
In reading Supervisor Diane Burgis’ recent Op-Ed regarding the Planning Commission’s decision on Fire Station 94, one particular statement stood out: she mentions that Councilmember Tony Oerlemans has filed an appeal to put a stop to this madness.
This raises an important question—how does Supervisor Burgis know which council member initiated the appeal, when members of the public who inquired were only told by the City that “a council member” had pulled the item for review? Transparency matters, especially when controversial decisions are involved. The appearance that a County Supervisor is closely coordinating or speaking on behalf of specific members of Brentwood’s City Council raises concerns about independence, impartiality, and process integrity.
We hope the City Council will clarify the source of the appeal and demonstrate that decisions are being made in the best interest of Brentwood residents—not under pressure from outside agencies or political agendas.
Sincerely,
Paul Radliff
Assistant Director
American Legion Riders
Chapter 202
Brentwood Ca
From: Stephen Smith
To: =yCouncil Members
Subject: No
Date: Monday, May 12, 2025 7:59:37 PM
CAUTION – EXTERNAL SENDER
YES to the station!
NO to the location!
Keep the Red brick Monster out of our downtown.
Put fire house 94 at the Sand Creak location and preserve our downtown quality of life.
From: Steve Verduzco
To: =yCouncil Members
Subject: Firehouse
Date: Wednesday, June 4, 2025 1:10:06 PM
CAUTION – EXTERNAL SENDER
Hi,
I am writing is OPPOSITION to the Firehouse on First St. & in opposition to Diance Burgis trying to force the city to not accept the Planning Commision unanimous 4-0 decision against the First St. Location. I arrived in Brentwood when there was a population of just under 18,000 & loved this Small Farming Town. I first saw the fire station on First St. when I went to my first wehhdding reception in the early 1980s & even at that time I had to park down the street because of the firehouse & even in the early 1980s, . but since then we added another 50,000 people to our population & fixed up a beautiful Downtown area to attract people & events. I always thought that Oak St. & First St. should be closed to traffic & keep it for pedestrian use with tables, umbrellas & benches... except when we have parades, we can only open it up for parades. Now with 66,000 population, it's time to put a Brand New Firehouse someplace else. I'm sure the city can help expedite that. ?? The Sand Creek Location is great & the enter median there is open so fire trucks can go east or west. I also have no doubt that there are WAY for houses & business is that area than in the entire downtown Brentwood area.
Diane Burgis is STUBBORN will NOT work with our Vets... who gave everything to protect our freedoms. They really need a parking area for Vets & citizens who use that hall. I still can't believe that 100 year old Veterans Hall does not have a parking lot of their own. I also think they need another building on that lot where they can go & meet, while there are events going on in the hall. I have no doubt that our Veterans are going through so much STRESS because of Diane Burgis !! I do have family & friends & are & were Firefighters, not in this area, but I do appreciate them. I also have MANY family members & friends who are veterans & really do need a nice meeting area. We are the jewel of the county, let's be the BEST place for Vets as well. I hope EVERYONE on our city council will vote AGAINST the Firehouse on First St. !! But not against a new firehouse someplace else. Diane Burgis is WRONG on this.
I am counting one our city Council to do the right thing. Us citizens will be watching. I have no doubt that is we had a vote on this the citizens of Brentwood would say NO To the First St.
Location & Yes to a different location. Please don't let us down on june 10th. VOTE NO to the First St. Location.
Thank you,
Steve Verduzco