Agenda packet — Gilroy City Council, June 29, 2026 (part 2 of 4)

Revision Date
408-780-7200 Office
60 South Market Street, Suite 1250
San Jose, California 95113

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
LPADesignStudios.com
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Job Number Submittal Date 70% SCHEMATIC DESIGN 03/10/2026 100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas,
aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the
project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existing
conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. SANTA TERESA FIRE STATION
1330 WEST LUCHESSA AVENUEGILROY, CA 95020
GRIFFIN STRUCTURES, INC.

CALGREEN 1
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Revision Date
408-780-7200 Office
60 South Market Street, Suite 1250
San Jose, California 95113

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PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

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Revision Date
408-780-7200 Office
60 South Market Street, Suite 1250
San Jose, California 95113

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PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

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Revision Date
408-780-7200 Office
60 South Market Street, Suite 1250
San Jose, California 95113

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

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AC
NO

PARKING
EV

CHARGING
ONLY
EV

CHARGING
ONLY
NO

PARKING
1 EVCS
1 EVCS
1 1 ADA
1 ADA
TYP.

02.01 PROPOSED NEW

BUILDING FIRE STATION
W LUCHESSA AVE.

MILLER AVE.

PUBLIC PARKING SPACES
14'-4 3/8"
99'-6"
63'-6 1/8"
S
S
3 5
4 0'-3 1/4"

1. SITE DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO CIVIL DRAWINGS FOR SPECIFIC DIMENSION INFORMATION.

2. ALL PARKING SHALL COMPLY WITH THE GILROY MUNICIPAL CODE.

3. MOTORIZED ROLLING GATES: IN THE EVENT OF LOSS OF NORMAL POWER TO

THE GATE OPERATING MECHANISMS, IT SHALL BE AUTOMATICALLY

TRANSFERRED TO A FAIL-SAFE MODE ALLOWING THE GATE TO BE PUSHED OPEN

BY A SINGLE FIREFIGHTER WITHOUT ANY OTHER ACTIONS, KNOWLEDGE, OR

MANIPULATION OF THE OPERATING MECHANISM BEING NECESSARY AND WITHOUT THE USE OF BATTERY BACK-UP POWER. THE GATE SHALL BE

CONNECTED TO THE BUILDING EMERGENCY POWER SOURCE

4. THE GATE CONTROL FOR ELECTRONIC GATES SHALL BE OPERABLE BY A KNOX EMERGENCY OVERRIDE KEY SWITCH (WITH DUST COVER). THE KEY SWITCH SHALL BE PLACED BETWEEN 42" AND 48" ABOVE THE ROADWAY

SURFACE AT THE RIGHT SIDE OF THE ACCESS GATE WITHIN TWO FEET OF THE EDGE OF THE ROADWAY. THE KEY SWITCH SHALL BE READILY

VISIBLE AND UNOBSTRUCTED FROM THE FIRE LANE LEADING TO THE GATE. THE KEY SWITCH SHALL BE CLEARLY LABELED "FIRE DEPT."

5. VERIFY ALL SIGN TEXT, COLOR, AND GRAPHICS WITH THE ARCHITECT PRIOR TO FABRICATION.

ACCESSIBLE BUILDING ENTRANCE
ACCESSIBLE PATH OF TRAVEL*
1 PARKING STALL COUNT

APPROXIMATE ROADWAY CENTERLINE

PROPERTY LINE
*ACCESSIBLE PATH OF TRAVEL (P.O.T. BARRIER-FREE ACCESS ROUTE WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAXIMUM SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL AND IS AT LEAST 48" WIDE. SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH.

CROSS-SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE INDICATED. P.O.T. SHALL MAINTAIN FREE OF OVERHANG OBSTRUCTIONS TO 80" MINIMUM (11B-307.4) AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80" (11B-204 AND 11B-307). ARCHITECT TO VERIFY THAT ALL BARRIERS IN THE

PATH OF TRAVEL HAVE BEEN REMOVED OR WILL BE REMOVED UNDER THIS PROJECT, AND PATH OF TRAVEL COMPLIES WITH CBC 11B-206 PER 11B-201.4.

CONSTRUCTION SUPPORT FACILITIES, RELATED PARKING, AND TOILETS SHOULD BE INCLUDED IN THE PATH OF TRAVEL (EXCEPT AS NOTED IN 11B-203.2)

S KNOX SWITCH FOR GATE ENTRY

RECESSED KNOX BOX

FIRE HYDRANT
FIRE LANE- 20' WIDE U.N.O. WITH 17' RAD. MIN.

ADJACENT CURBS TO BE PAINTED RED FROM BASE OF

CURB RISER TO BACK OF THE CURB, WHERE
REQUIRED. LETTERING SHALL BE WHITE, 3" IN HEIGHT
AND HAVE A 3/4" STROKE. CURB LETTERING SHALL
STATE "NO PARKING- FIRE LANE," CVC 225000.1, AND
SHALL OCCUR AT NOT LESS THAN 25 FOOT INTERVALS.

FDC
EXISTING PATH OF TRAVEL (N.I.C.

EXISTING TO REMAIN)
LIMIT OF WORK (L.O.W.)
SITE PARKING CALCULATIONS TOTAL *NOTES
TOTAL PARKING 13 *TOTAL USER PARKING
TOTAL: 13
ADA PARKING 2
EVCS-FUTURE (TOTAL) 2
EVCS (TOTAL) 2
BIKE PARKING- SHORT TERM 3
BIKE PARKING- LONG TERM 2
1 PARKING STALL COUNT
1" = 20'-0"
SITE ACCESSIBILITY PLAN G1.01 05
Revision Date
408-780-7200 Office
60 South Market Street, Suite 1250
San Jose, California 95113

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

As indicated

SANTA TERESA FIRE STATION
1330 WEST LUCHESSA AVENUEGILROY, CA 95020
GRIFFIN STRUCTURES, INC.

SITE CODE & FIRE

ACCESS PLAN
G1.01
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KEYNOTES

02.01 BUILDING OVERHANG

GENERAL NOTES
LEGEND

PARKING

PROJECT
NORT
N
H

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WP WP
WP
WP
WP
WP
J
M
M
M
M
M
M
M
M
M
M
M
M
M
M
J
J
J
J
J
J
J
CLNG
J J J
J J J
WP WP
J
J
CLNG
CLNG

CLNG CLNG CLNG
FIRE-RESISTANCE RATING REQ FOR BLDG ELEMENTS (CBC TABLE 601):

STRUCTURAL FRAME:

EXTERIOR BEARING WALLS:

INTERIOR BEARING WALLS:

EXTERIOR NONBEARING WALLS:

INTERIOR NONBEARING WALLS:

FLOOR CONSTRUCTION:

ROOF CONSTRUCTION:

FIRE-RESISTANCE RATING REQ FOR EXTERIOR WALLS (CBC TABLE 705.5) 1-HR PROTECTED:

NO PROTECTION REQ:

BUILDING USE:

CONSTRUCTION CLASSIFICATION
(CBC 602):

OCCUPANCY CLASSIFICATION
(CBC 302 & 508.3):

FIRE PROTECTION:

ACCESSORY OCCUPANCY (CBC 508.2):

INCIDENTAL USES (CBC 509):

ALLOWABLE BUILDING HEIGHT AND
NUMBER OF STORIES (BASED ON S-1

AREA INCREASE WITH SPRINKLERS)
(CBC 504 & TABLE 504.3, CBC 504 &
TABLE 504.4):

ALLOWABLE BUILDING AREA
(CBC 506.2.3 & TABLE 506.2):

ACTUAL BUILDING HEIGHT:

ACTUAL NUMBER OF STORIES:

FIRST FLOOR BUILDING AREA1:

EXTERIOR ROOF PROJECTION
(UNCONDITIONED)
1 :

OVERALL BUILDING AREA1:

FIRE STATION

TYPE V-B
B, R-2, S-2 (NONSEPARATED

OCCUPANCIES - MOST RESTRICTIVE

OCCUPANCY ALLOWABLE AREA, HEIGHT
& STORIES)

AUTOMATIC FIRE SPRINKLER SYSTEM
PER NFPA 13
F-2: FACTORY (WORK ROOM): 99 SF

ACCESSORY FLOOR AREA/ TOTAL FLOOR
AREA
99 SF/ 6,687 SF = 0.014 = 1.4%

1.4% < 10% FLOOR AREA
B: 60'/ 3 STORIES
R-2: 40'/ 2 STORIES
S-2: 60'/ 3 STORIES
B: 36,000 SF
R-2: 28,000 SF
S-2: 54,000 SF
26'-6<40' - OK
26'-6" - OK
1 STORY - OK
6,687 SF
6,687 SF < 2,226 SF
8,939 SF < 28,000 - OK
8,939 SF
OLF
1:50 GROSS =
1:200 GROSS =
1:150 GROSS =
1:200 GROSS =
1:300 GROSS =
1:50 GROSS =
1:50 GROSS =
1:300 GROSS =
1:100 GROSS =
TOTAL

FUNCTION

RESIDENTIAL
2 DORMITORIES

BUSINESS AREAS
PARKING GARAGES2
STORAGE2
EXCERCISE ROOMS2
LOCKER ROOM2

MECHANICAL
2 WORK ROOM2
OCCUPANT LOAD PER FLOOR:

LEVEL 1:
1BUILDING AREAS INCLUDE HORIZONTAL PROJECTIONS OF THE ROOF OR FLOOR ABOVE BUT EXCLUDE VENT SHAFTS & COURTS. (CBC 202)
0 0
0 0
0 0
0 < 10'-0"
≥ 10'-0"
71 OCCUPANTS
# OF EXITS REQUIRED = 2
# OF EXITS PROVIDED = 7
AREA
1,127 SF
1,884 SF
356 SF
2,083 SF
443 SF
345 SF
156 SF
194 SF
99 SF
6,687 SF

OCCUPANTS
25 11
4 11
5 7
4 3
1 71
MAX FLOOR AREA ALLOWANCES PER OCCUPANT (CBC TABLE 1004.5):

ELEVATION DISTANCE TO PL ALLOWABLE AREA
NORTH 40'-3" NO LIMIT

EAST NO LIMIT
SOUTH 63'-6" NO LIMIT
WEST 16'-11" 75%
99'-6"

MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION (TABLE 705.8) FOR UNPROTECTED, SPRINKLERED BUILDINGS.

FIRE SEPARATION

DISTANCE

ALLOWABLE
AREA
15'-0'>FSD>20'-0"
FSD>20'-0"
=75%
=NO LIMIT
MEANS OF EGRESS SIZING (CBC 1005.3):

EGRESS COMPONENTS OTHER THAN STAIRWAYS:
# OCCUPANTS X 0.2 = EGRESS WIDTH
NUMBER OF EXISTS/ EXIT ACCESS DOORWAYS (CBC TABLE 1006.2.1) PROVIDE 2 EXITS IN ALL ROOMS WITH B OCCUPANT LOADS ABOVE 49 PROVIDE 2 EXITS IN ALL ROOMS WITH R-2 OCCUPANT LOADS ABOVE 20 PROVIDE 2 EXITS IN ALL ROOMS WITH S-2 OCCUPANT LOADS ABOVE 29 MAXIMUM COMMON PATH OF TRAVEL (CBC TABLE 1006.2.1):

B & S-2 OCCUPANCY: 100'-0"
R-2 OCCUPANCY: 125'-0"
MAXIMUM EXIT ACCESS TRAVEL DISTANCE (CBC TABLE1017.2):

B & R-2 OCCUPANCY: 250'-0"
S-2 OCCUPANCY: 400'-0"

ROOM NUMBER

SQUARE FOOTAGE

OCCUPANT LOAD

OCCUPANCY LOAD FACTOR

OCCUPANCY GROUP

COMBINED ROOM OCCUPANCY LOAD

INDIVIDUAL ROOM OCCUPANCY LOAD

PATH OF EXIT ACCESS TRAVEL PER CBC
TABLE 1017.2
COMMON PATH OF TRAVEL PER CBC TABLE 1006.2.1

B OCCUPANCY
(OFFICE. ADMIN)
1:150 GROSS

ROOF OVERHANG
(NO OCCUPANT LOAD)
S-2 OCCUPANCY
(APPARATUS BAY)
1:200 GROSS
F-2 OCCUPANCY
(WORK ROOM)
1:300 GROSS
1 HOUR RATED PARTITION

FIRE EXTINGUISHER CABINET

INDICATES PANIC HARDWARE REQUIRED
FE
PH

REQUIRED
PROVIDED 0"
0" EGRESS WIDTH REQUIRED

EGRESS WIDTH PROVIDED
### SF
Occ-Load OCC.

Room Name
###
# 1:OLF
0 0
R-2 OCCUPANCY
(LIVING QUARTERS)
1:200 GROSS
1 1
A A
2 2
3 3
4 4
5 5
6 6
B B
C C
D D
E E
F F
7 7
8 8
97 SF
1 OCC.

ACCESSIBLE

RESTROOM/
SHOWER
111
R-2 1:200
79 SF
1 OCC.

RESTROOM/
SHOWER
110
R-2 1:200
79 SF
1 OCC.

RESTROOM/
SHOWER
109
R-2 1:200
153 SF
1 OCC.

LAUNDRY/

JANITOR
108
R-2 1:200
131 SF
1 OCC.

ELECTRICAL
121
S-2 1:300
111 SF
1 OCC.

DORM
112
R-2 1:200
111 SF
1 OCC.

DORM
113
R-2 1:200
111 SF
1 OCC.

DORM
114
R-2 1:200
111 SF
1 OCC.

DORM
115
R-2 1:200
111 SF
1 OCC.

DORM
116
R-2 1:200
234 SF
2 OCC.

NON- RATED

CORRIDOR
119
R-2 1:200
81 SF
2 OCC.

NON-RATED

CORRIDOR
107
R-2 1:50
156 SF
4 OCC.

TURNOUT
122
S-2 1:50
69 SF
1 OCC.

MEDICAL

STORAGE
124
S-2 1:300
84 SF
1 OCC.

MDF
123
S-2 1:300
302 SF
7 OCC.

DAY ROOM
106
R-2 1:50
340 SF
7 OCC.

DINING
104
R-2 1:50
345 SF
7 OCC.

WEIGHT ROOM
102
B 1:50
203 SF
2 OCC.

SHARED
OFFICE
101
B 1:150
122 SF
1 OCC.

CAPTAIN'S
OFFICE
117
B 1:150
2087 SF
11 OCC.

APPARATUS
BAY
125
S-2 1:200
55 SF
1 OCC.

ACCESSIBLE

RESTROOM
131
S-2 1:300
184 SF
1 OCC.

DECONTAMINATION
130
S-2 1:300
98 SF
1 OCC.

WORK ROOM
126
F-2 1:300
26 SF
1 OCC.

FIRE RISER
129
S-2 1:300
37 SF
1 OCC.

AIR COMP.
127
S-2 1:300
212 SF
5 OCC.

KITCHEN
103
R-2 1:50
50 SF
1 OCC.

STOR.
128
S-2 1:300
31 SF
1 OCC.

STOR. CLOSET
118
B 1:150
180 SF
4 OCC.

NON-RATED

CORRIDOR
105
R-2 1:50

TO CLOSEST OPENING
16'-11"

PROPERTY LINE
1 1
1 1
1 1
1 1
1 8
1 1
4 08.01

08.01 08.01

08.01 08.01
1 4
7 68'-1 3/4"
65'-6"
19 1
1 7
64'-7"
23'-0"
14'-2"
80'-8"
1 1
1 2
7 1
7HOSE STORAGE
PH
PH
PH
21 OCCUPANTS

LAVATORIES

DRINKING

FOUNTAIN
MEN
WOMEN

REQUIRED FIXTURES

WATER CLOSET URINALS

PROVIDED FIXTURES
MINIMUM PLUMBING FACILITIES:

OCCUPANT LOAD FACTOR (IN ACCORDANCE WITH CBC):
71 TOTAL OCCUPANTS = 36 MALES & 35 FEMALES
R-2 OCCUPANCY
37 TOTAL OCCUPANTS = 19 MALES & 18 FEMALES
MINIMUM PLUMBING FACILITIES (CPC TABLE 422.1): R-2 OCCUPANCY

SERVICE SINK
2 2
X*
-
2 2
1 1

LAVATORIES

DRINKING

FOUNTAIN
MEN
WOMEN

WATER CLOSET URINALS SERVICE SINK
2 3
1 -
2 2
1 1
2BUILDING OCCUPANTS WILL BE FIVE (5) MAX. REGULAR DORMITORY OCCUPANTS FOR 48 HOUR SHIFTS. ALL OTHER SPACES ARE ACCESSORY TO THE R-2 DORMITORY OCCUPANTS.
3RESTROOM FACILITIES ARE UNISEX RESTROOMS
4URINAL COUNTS INCLUDE TOILETS AT GENDER NEUTRAL RESTROOMS.

PROPOSED BUILDING AREA: 8,939 SF

BASIC REQUIRED FLOW (DURATION)
1 : 2,500 GPM (2 HOURS)
HYDRANT REQUIREMENTS PER CFC APPENDIX SECTION B105.2:

NUMBER OF HYDRANTS MIN. 1

HYDRANT SPACING
(ONSITE / TO ROAD)
4 500' / 250'

1. PER 2025 CFC APPENDIX B, SECTION B105.1, TABLE B105.1(2).

2. REDUCTION TO 25% OF REQUIRED FIRE-FLOW PRESCRIBED IN TABLE B105.1(2) OF WITH A MINIMUM FIRE-FLOW RATE OF 1,000 GPM, FOR THE PRESCRIBED DURATION IN TABLE B105.1(2) PER 2022 CFC TABLE B105.2.

3. REDUCTION OF FIRE FLOW LIMITED TO 50% MAX. REDUCTION PER CITY OF GILROY ORDINANCE NO 2025-07.

4. NUMBER OF HYDRANTS PROVIDED PER SPACING REQUIREMENTS IN 2025 CFC APPENDIX C, TABLE C102.1.

NOTES:

ADJUSTED REQUIRED FLOW
2,3
: 1,250 GPM (2 HOURS)

FIRE FLOW ANALYSIS
CONSTRUCTION TYPE: TYPE V-B, FULLY SPRINKLERED
Revision Date
408-780-7200 Office
60 South Market Street, Suite 1250
San Jose, California 95113

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

SANTA TERESA FIRE STATION
1330 WEST LUCHESSA AVENUEGILROY, CA 95020
GRIFFIN STRUCTURES, INC.

CODE ANALYSIS &

EGRESS PLAN
G2.01
33236
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KEYNOTES

08.01 EMERGENCY ESCAPE CASEMENT WINDOW WITH MINIMUM 5 SF NET CLEAR OPENING AND COMPLIANT PER CBC R310.

CODE ANALYSIS
LEGEND
1/8" = 1'-0"
CODE ANALYSIS & EGRESS PLAN G2.01 05 PROJECT NORTH
N

PLUMBING ANALYSIS

Page 149 of 256 ends

E E FW FW SD SD
W
W 1. THE INTENT OF THE DEMOLITION PLAN IS TO DESCRIBE IN GENERAL THE DEMOLITION AREAS AFFECTED BY THE PROJECT CONSTRUCTION. IT IS NOT INTENDED AS A DETAILED DESCRIPTION OF EXISTING ITEMS OR ELEMENTS TO BE REMOVED. THE DESIGN-BUILD ENTITY (DBE) SHALL VISIT THE SITE AND REVIEW ANY AVAILABLE RECORD DOCUMENTS TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND SHOULD INCLUDE THE REMOVAL OF ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE BINDING AS IF REQUIRED BY ALL TO THE EXTENT THAT IT IS REASONABLY INFERABLE FROM THEM AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS. 2. REMOVE EXISTING BUILDINGS, FOUNDATIONS AND SERVICE UTILITIES AS INDICATED ON PLANS. CAP ALL UTILITIES AT APPROPRIATE POINTS. ALL EXISTING ELECTRICAL / TELEPHONE / CATV UTILITIES SHALL BE REMOVED AS INDICATED OR BACK TO THE POINT WHERE THE SPECIFIC UTILITY SYSTEM ENTERS THE WORK AREA. COORDINATE DEMOLITION OF ALL UTILITIES WITH THE OWNER. ALL UTILITIES CONNECTED TO EXISTING BUILDINGS TO REMAIN SHALL CONTINUE TO BE OPERATIONAL DURING THE DEMOLITION PROCESS. DOMESTIC AND FIRE SERVICE WATER AND NATURAL GAS SHALL BE REMOVED TO A POINT OUTSIDE THE PERIMETER OF PROPOSED NEW CONSTRUCTION TO EXISTING VALVES OR SIMILAR SHUT-OFF DEVICES. IF A SHUT-OFF DEVICE IS NOT REASONABLY ADJACENT TO THE PERIMETER OF THE PROPOSED NEW CONSTRUCTION, PROVIDE A SHUT-OFF DEVICE IN BELOW-GRADE YARD BOX. CONFIRM LOCATION OF NEW DEVICES WITH OWNER PRIOR TO INSTALLATION. SANITARY SEWER AND STORM DRAINAGE SHALL BE CAPPED TO A POINT OUTSIDE THE PERIMETER OF THE PROPOSED NEW CONSTRUCTION. OTHER UTILITIES NOT SPECIFICALLY IDENTIFIED IN THESE DOCUMENTS AND NOT ANTICIPATED FOR REUSE SHALL BE REMOVED IN ENTIRETY. 3. FOR ALL EXISTING MATERIALS THAT CAN BE SALVAGED, OWNER HAS FIRST RIGHT OF REFUSAL FOR REMOVED ITEMS THAT MAY HAVE RESIDUAL COMMERCIAL OR HISTORIC VALUE INCLUDING HARDWARE, GLASS, CORNER STONES, TIME CAPSULES, LIGHT STANDARDS, SIGNS, FENCING, BENCHES, WATER FOUNTAINS, TRASH CONTAINERS, ETC. SHALL REMAIN AS PROPERTY OF THE OWNER. ALL ITEMS TO BE SALVAGED FOR REUSE/REINSTALLATION MUST MEET CURRENT CODE REQUIREMENTS. COORDINATE ITEMS TO BE RETAINED WITH OWNER AND REMOVE FROM CONSTRUCTION SITE TO A LOCATION APPROVED BY OWNER. REMOVED MATERIALS, NOT INDICATED OR DIRECTED TO BE SALVAGED FOR THE OWNER'S BENEFIT ARE DEBRIS AND BECOME THE DBE'S PROPERTY UPON REMOVAL. 4. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS AND FIELD SURVEYS. THE DBE SHALL CONTACT UNDERGROUND SERVICE ALERT, UTILITY COMPANIES, AND/OR FIELD VERIFY AND LOCATE ALL UTILITIES BEFORE PROCEEDING WITH WORK. THE DBE IS ALSO REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. NOTIFY THE ENGINEER IF ADDITIONAL UTILITIES ARE LOCATED OR IF CONFLICTS ARE FOUND WITH EXISTING CONDITIONS. 5. ALL TREES TO BE REMOVED SHALL BE MARKED BY DBE AND APPROVED FOR REMOVAL BY THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO REMOVING OR CUTTING TREE(S). EXISTING ROOTS SHALL BE GRINDED TO A DEPTH OF APPROXIMATELY 3-FEET. USE CAUTION WHILE GRINDING WHEN EXISTING UTILITIES ARE IN CLOSE PROXIMITY TO TREES. ALL TREES TO REMAIN WITHIN THE LIMIT OF WORK SHALL BE PROTECTED AND MAINTAINED PER SPECIFICATIONS AND DETAILS. 6. SAWCUT EXISTING CONCRETE AND ASPHALT TO AN EXISTING CONTROL JOINT WHERE POSSIBLE, AT MINIMUM TO A NEAT-STRAIGHT LINE. ALL DEBRIS SHALL BE HAULED OFFSITE TO A LEGAL DUMPING SITE OR SALVAGED FOR REUSE ON PROJECT AS NOTED. 7. WORK WITHIN CITY, COUNTY, OR STATE RIGHT-OF-WAY REQUIRES A SEPARATE ENCROACHMENT PERMIT WHICH THE DBE IS RESPONSIBLE FOR OBTAINING PRIOR TO STARTING WORK WITHIN RIGHT-OF-WAY. 8. DBE TO COORDINATE UTILITY DEMOLITION WITH DRAINAGE AND UTILITY WORK SHOWN IN THIS PLAN SET. ALL UTILITY SHUTDOWNS SHALL BE COORDINATED PER PROJECT SPECIFICATIONS. 9. EXISTING DRY UTILITIES SHOWN FOR DEMOLITION ARE SHOWN FOR COORDINATION ONLY. REFER TO OTHER DISCIPLINES FOR LIMITS AND DETAILS OF DEMOLITION. 10. THE DBE SHALL RECYCLE CONSTRUCTION DEBRIS, ASPHALT, AND CONCRETE GENERATED FROM REMOVALS REQUIRED TO CONSTRUCT THE PROJECT. THE DBE IS TO RECYCLE THE WASTE MATERIAL THROUGH AN APPROVED RECYCLING PLANT. 11. A LIST OF FACILITIES THAT ACCEPT CONSTRUCTION & DEMOLITION DEBRIS CAN BE FOUND ON THE CALRECYCLE WEBSITE AT: HTTPS://WWW.CALRECYCLE.CA.GOV/CONDEMO 1. THE DBE SHALL CONTACT THE RESPECTIVE UTILITY OWNERS FOR LOCATION, REMOVAL, AND/OR RELOCATION OF ANY UTILITY SERVICES AFFECTED BY CONSTRUCTION. THE DBE SHALL TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT UNDERGROUND OR OVERHEAD STRUCTURES WHETHER OR NOT THEY ARE SHOWN ON THESE DRAWINGS. 2. THE DBE SHALL NOTIFY THE PROJECT INSPECTOR AND THE RESPECTIVE UTILITY OWNERS AND OTHER AGENCIES AT LEAST TWO WORKING DAYS PRIOR TO START OF CONSTRUCTION. 3. THE DBE SHALL BE RESPONSIBLE FOR EXPOSING, VERIFYING LOCATIONS (BOTH HORIZONTAL AND VERTICAL), AND MAINTAINING ALL EXISTING UNDERGROUND UTILITIES, BOTH SHOWN ON THE PLANS AND/OR NOT SHOWN ON THE PLANS DURING CONSTRUCTION. REPAIR DAMAGED UTILITIES TO THE SATISFACTION OF THE ENGINEER. THE DBE SHALL LOCATE EXISTING UNDERGROUND UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS BECAUSE OF LOCATIONS OF EXISTING FACILITIES AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE, OR NON-EXISTENCE OF ANY UTILITY AND/OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE DBE IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OF RECORD AND/OR NOT OF RECORD SHOWN OR NOT SHOWN AND ANY OTHER LINE(S) OR STRUCTURE(S) NOT SHOWN ON THESE PLANS. THE DBE IS RESPONSIBLE FOR THE PROTECTION OF, AND/OR DAMAGE TO THESE LINE(S) AND/OR STRUCTURE(S). 5. THE DBE SHALL BE RESPONSIBLE FOR TEMPORARY SHORING AT PROPOSED BUILDING FOUNDATIONS, FOOTINGS, AND WALLS TO PROTECT EXISTING UTILITIES IN PLACE. 6. UNAUTHORIZED CHANGES AND USES - CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 7. THE DBE SHALL MAINTAIN THE EXISTING ACCESSIBLE ROUTE CLEAR OR PROVIDE AN ALTERNATE ACCESSIBLE ROUTE OF TRAVEL DURING DEMOLITION AND/OR CONSTRUCTION. 8. THE DBE SHALL MAINTAIN THE EXISTING FIRE EXITS AND STAIRS CLEAR AND USABLE OR PROVIDE ALTERNATE FIRE EXITS DURING DEMOLITION AND/OR CONSTRUCTION. PORTIONS OF DEMOLITION MAY REQUIRE BLOCKING AND/OR OBSTRUCTING THROUGH ACCESS TO EMERGENCY / FIRE ACCESS VEHICLES. IT SHALL BE THE SOLE RESPONSIBILITY OF THE DESIGN-BUILD ENTITY (DBE) TO PROVIDE A FIRE WATCH SPECIALIST SERVICE FOR THE DURATION OF TIME THAT EMERGENCY / FIRE ACCESS VEHICLES ARE BLOCKED AND/OR OBSTRUCTED DURING CONSTRUCTION UNLESS EQUIVALENT ALTERNATE MEASURES ARE TAKEN TO ENSURE CONTINUOUS ACCESS TO EMERGENCY / FIRE ACCESS VEHICLES. DBE TO COORDINATE THROUGH ACCESS TO EMERGENCY / FIRE ACCESS VEHICLES WITH THE LOCAL FIRE AUTHORITY HAVING JURISDICTION. FOR SITE PREPARATION, OVEREXCAVATION, FOUNDATION RECOMMENDATIONS, PAVEMENT, SUBGRADE, AND GRADATION REQUIREMENTS SEE DRAFT GEOTECHNICAL INVESTIGATION REPORT ENTITLED: "GEOTECHNICAL INVESTIGATION SANTA TERESA FIRE STATION SOUTHEAST CORNER OF WEST LUCHESSA AVENUE AND MILLER AVENUE GILROY, CALIFORNIA" PREPARED BY: GEOCON CONSULTANTS, INC 6671 BRISA STREET LIVERMORE, CA 94550 PROJECT NO: E9213-04-06 DATED: JANUARY 9, 2026 1. IT IS THE DESIGN-BUILD ENTITY'S (DBE) RESPONSIBILITY TO REVIEW THE GRADING PLANS AND SOILS REPORT THOROUGHLY PRIOR TO SITE MOBILIZATION. IT IS ALSO THE GRADING DBE'S RESPONSIBILITY TO NOTIFY THE CIVIL AND SOILS ENGINEERS IF ONSITE DISCREPANCIES ARE OBSERVED THAT WOULD AFFECT THE EARTHWORK QUANTITIES. 2. THE EXISTING TOPOGRAPHY AS DELINEATED ON THESE DRAWINGS SHALL BE UTILIZED AS THE BASIS FOR ALL EARTHWORK COMPUTATIONS. SAID TOPOGRAPHY SHALL BE PRESUMED TO BE ACCEPTABLE TO ALL INTERESTED PARTIES UNLESS A DEVIATION IS FOUND PRIOR TO THE START OF GRADING IN ANY SPECIFIC AREAS. ANY DEVIATION SO DETERMINED SHALL BE PROMPTLY TRANSMITTED TO ALL INTERESTED PARTIES. 3. THE DBE IS REQUIRED TO ESTIMATE THE QUANTITIES OF GRADING WORK TO BE DONE AND INCLUDE ALL COSTS THEREFROM WITH HIS BID, AS NO ADDITIONAL ALLOWANCE WILL BE MADE WITHOUT PRIOR CONSENT FROM THE OWNER. 4. OVER-EXCAVATION AND/OR EXCESS BACKFILLING OR DUPLICATION OF GRADING ACTIVITIES IS NOT A BASIS FOR ADDITIONAL COMPENSATION. THIS ALSO APPLIES WHERE MATERIAL IS TO BE REMOVED AND REPLACED TO REDUCE MOISTURE CONTENT. 5. OFF-SITE DISPOSAL OF EXCAVATION MATERIAL IS THE RESPONSIBILITY OF THE DBE AND SHALL BE INCLUDED IN THE BID. THE DBE SHALL HOLD THE OWNER AND ENGINEER HARMLESS AS A RESULT OF ANY CLAIMS ARISING FROM THE ACTIONS ENROUTE OR AWAY FROM THE SITE. 6. EARTH VOLUMES SHOWN HEREON ARE ESTIMATES BASED UPON THE GEOTECHNICAL ANALYSIS PERFORMED BY THE NAMED SOILS ENGINEER AND TOPOGRAPHIC SURVEY OF THE EXISTING GROUND SURFACE AT THE TIME OF PLAN PREPARATION. EARTHWORK VOLUMES ARE COMPUTED BY METHODS COMMONLY USED IN STANDARD ENGINEERING PRACTICE, AND ARE INTENDED FOR USE IN ESTABLISHING GOVERNING AGENCY FEES. ACTUAL FIELD CONDITIONS MAY VARY FROM OBSERVED OR MEASURED CONDITIONS AT THE TIME OF PLAN PREPARATION. EARTHWORK QUANTITIES MAY VARY AS A RESULT. 7. ANY EXPORT OR IMPORT REQUIRED TO BALANCE THE SITE SHALL BE THE SOLE RESPONSIBILITY OF THE DBE. 8. PAVEMENT AND SUBGRADE RECOMMENDATIONS RELATED TO OVER-EXCAVATION, PAVEMENT SUBGRADE, ETC., PER GEOTECHNICAL REPORT. CADD FILES OF TOPOGRAPHY AND SURVEY PROVIDED BY THE CITY OF GILROY DO NOT CONTAIN VERTICAL AND HORIZONTAL DATUM INFORMATION. DEDICATED PRIVATE FIRE SERVICE REMOVE EXISTING UTILITY SANITARY SEWER LINE DOMESTIC WATER LINE STORM DRAIN LINE (≤8" DIAMETER) FLOW LINE 1. DESIGN-BUILD ENTITY (DBE) SHALL ENSURE THAT THE CONSTRUCTION SITE IS PREPARED PRIOR TO THE START OF CONSTRUCTION. DBE SHALL HAVE ALL EROSION AND SEDIMENT CONTROL MEASURES IN PLACE AT ALL TIMES DURING CONSTRUCTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED BEFORE AND AFTER ALL STORMS TO ENSURE MEASURES ARE FUNCTIONING PROPERLY. 4. DBE SHALL MAINTAIN A LOG AT THE SITE OF ALL INSPECTIONS OR MAINTENANCE OF BMPS, AS WELL AS, ANY CORRECTIVE CHANGES TO THE BMPS OR EROSION AND SEDIMENT CONTROL PLAN. 5. IN AREAS WHERE SOIL IS EXPOSED, PROMPT REPLANTING WITH NATIVE COMPATIBLE, DROUGHT-RESISTANT VEGETATION SHALL BE PERFORMED. NO AREAS WILL BE LEFT EXPOSED OVER THE WINTER SEASON. 6. THE DBE SHALL INSTALL THE STABILIZED CONSTRUCTION ENTRANCE PRIOR TO COMMENCEMENT OF GRADING. LOCATION OF THE ENTRANCE MAY BE ADJUSTED BY THE DBE TO FACILITATE GRADING OPERATIONS. ALL CONSTRUCTION TRAFFIC ENTERING THE PAVED ROAD MUST CROSS THE STABILIZED CONSTRUCTION ENTRANCE. 7. ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE SWEPT AT THE END OF EACH WORKING DAY OR MORE OFTEN AS NECESSARY. 8. DBE SHALL PLACE GRAVEL/SAND BAGS AROUND ALL NEW DRAINAGE STRUCTURE OPENINGS IMMEDIATELY AFTER THE STRUCTURE OPENING IS CONSTRUCTED. THESE GRAVEL/SAND BAGS SHALL BE MAINTAINED AND REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETED. 9. DBE SHALL IMPLEMENT HOUSEKEEPING PRACTICES AS FOLLOWS: A. SOLID WASTE MANAGEMENT: PROVIDE DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS. ARRANGE FOR REGULAR REMOVAL AND DISPOSAL. CLEAR SITE OF TRASH INCLUDING ORGANIC DEBRIS, PACKAGING MATERIALS, SCRAP OR SURPLUS BUILDING MATERIALS AND DOMESTIC WASTE DAILY. B. MATERIAL DELIVERY AND STORAGE: PROVIDE A DESIGNATED MATERIAL STORAGE AREA WITH SECONDARY CONTAINMENT SUCH AS BERMING. STORE MATERIAL ON PALLETS AND PROVIDE COVERING FOR SOLUBLE MATERIALS. RELOCATE STORAGE AREA INTO BUILDING SHELL WHEN POSSIBLE. INSPECT AREA WEEKLY. C. CONCRETE WASTE: PROVIDE A DESIGNATED AREA FOR A TEMPORARY PIT TO BE USED FOR CONCRETE TRUCK WASH-OUT. CONCRETE WASHOUT CANNOT BE WITHIN 50' MINIMUM OF DRAIN INLETS. DISPOSE OF HARDENED CONCRETE OFFSITE. AT NO TIME SHALL A CONCRETE TRUCK DUMP ITS WASTE AND CLEAN ITS TRUCK INTO THE STORM DRAINS VIA CURB AND GUTTER. INSPECT DAILY TO CONTROL RUNOFF, AND WEEKLY FOR REMOVAL OF HARDENED CONCRETE. D. PAINT AND PAINTING SUPPLIES: PROVIDE INSTRUCTION TO EMPLOYEES AND SUBDBES REGARDING REDUCTION OF POLLUTANTS INCLUDING MATERIAL STORAGE, USE, AND CLEAN UP. INSPECT SITE WEEKLY FOR EVIDENCE OF IMPROPER DISPOSAL. E. VEHICLE FUELING, MAINTENANCE AND CLEANING: PROVIDE A DESIGNATED FUELING AREA WITH SECONDARY CONTAINMENT SUCH AS BERMING. DO NOT ALLOW MOBILE FUELING OF EQUIPMENT. PROVIDE EQUIPMENT WITH DRIP PANS. RESTRICT ONSITE MAINTENANCE AND CLEANING OF EQUIPMENT TO A MINIMUM. INSPECT AREA WEEKLY. F. HAZARDOUS WASTE MANAGEMENT: PREVENT THE DISCHARGE OF POLLUTANTS FROM HAZARDOUS WASTES TO THE DRAINAGE SYSTEM THROUGH PROPER MATERIAL USE, WASTE DISPOSAL AND TRAINING OF EMPLOYEES. HAZARDOUS WASTE PRODUCTS COMMONLY FOUND ON-SITE INCLUDE BUT ARE NOT LIMITED TO PAINTS & SOLVENTS, PETROLEUM PRODUCTS, FERTILIZERS, HERBICIDES & PESTICIDES, SOIL STABILIZERS, STABILIZATION PRODUCTS, ASPHALT PRODUCTS AND CONCRETE CURING PRODUCTS. 11. DBE SHALL HYDROSEED ALL GRADED SLOPES. NATIVE SEED MIX SHALL BE 20% LANA PUBESCENT WHEAT GRASS, 40% BLANDO BROME, AND 40% ANNUAL RYE GRASS AND SHALL BE APPLIED AT A RATE OF 200 POUNDS PER ACRE. SOIL BINDING AGENT SHALL BE VERDYOL, SENTINEL, OR EQUAL, APPLIED AT A RATE OF 110 POUNDS PER ACRE. MULCH SHALL BE SILVER-FIBER, CONWED, OR EQUAL, APPLIED AT A RATE OF 1,000 POUNDS PER ACRE. FERTILIZER SHALL BE AGRI-FORM 16-7-12, BEST 16-6-8, OR EQUAL, APPLIED AT A RATE OF 500 POUNDS PER ACRE. THE DBE SHALL WATER SEEDED AREAS OR RESEED AS NECESSARY TO ENSURE SUFFICIENT PLANT DEVELOPMENT FOR EROSION CONTROL. 12. NO GRADING SHALL BE DONE UNTIL SITE- AND SEASON-SPECIFIC SOIL LOSS AND HOUSEKEEPING STORMWATER BMPs HAVE BEEN APPROVED BY THE INSPECTOR. THE DBE SHOULD EMPLOY THE DESIGN BMPs AND ANY OTHERS NEEDED AS SITUATIONS ARISE. DBE SHOULD CONDUCT SITE INSPECTIONS BEFORE, DURING AND AFTER EACH EXTENDED STORM EVENT TO IDENTIFY CONDITIONS THAT MAY CONTRIBUTE TO EROSION AND SEDIMENT PROBLEMS OR ANY OTHER POLLUTANT DISCHARGES. IF ADDITIONAL CONTROL MEASURES ARE NEEDED, DBE SHOULD IMPLEMENT THEM IMMEDIATELY. RIGHT OF WAY/ PROPERTY LINE FENCE APPROXIMATE CUT: 16 CY APPROXIMATE FILL: 2,684 CY NOTES: 1. PRELIMINARY EARTHWORK QUANTITIES INDICATED ARE BASED ON COMPARING PROPOSED GROUND TO EXISTING GROUND. SHRINKAGE FACTOR, UNDERCUT OF BUILDING SLAB/PAVEMENT, TRENCH SPOILS AND OVER-EXCAVATION ARE NOT TAKEN INTO ACCOUNT. 2. EARTHWORK QUANTITIES INDICATED ARE FOR REFERENCE ONLY. DESIGN-BUILD ENTITY (DBE) IS RESPONSIBLE FOR ACTUAL QUANTITIES. AB AGGREGATE BASE AC ASPHALT CONCRETE PAVEMENT AE ACCESS EASEMENT ASPH ASPHALT PAVING BC BEGIN CURVATURE BCR BEGIN CURB RETURN BFP BACK FLOW PREVENTER BI BOX INLET BM BENCHMARK BOP BOTTOM OF PIPE BOR BOTTOM OF RAMP BS BOTTOM OF STAIRS BVC BEGIN VERTICAL CURVATURE BW BOTTOM OF WALL C&G CURB AND GUTTER C/L,CL CENTER LINE CB CATCH BASIN CONST CONSTRUCT CR CURB RETURN CT COURT CUL CULVERT DI DROP INLET DIP DUCTILE IRON PIPE DW DOMESTIC WATER D/W DRIVEWAY DE DRAINAGE EASEMENT DR DRIVE (E) EXISTING

E EAST EC END CURVATURE ECR END CURB RETURN EG EXISTING GRADE ELEV ELEVATION EOC EDGE OF CONCRETE EP EDGE OF PAVEMENT EQ EQUAL ESMT EASEMENT EVC END OF VERTICAL CURVATURE FF FINISHED FLOOR FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FH FIRE HYDRANT FL FLOWLINE FS FINISHED SURFACE FW FIRE PROTECTION SERVICE WATER GB GRADE BREAK GFL GUTTER FLOWLINE GSL LIMITS OF GRAVITY SEWER GR GRATE GV GAS VALVE HB HOSE BIB HP HIGH POINT ICV IRRIGATION CONTROL VALVE INTX POINT OF INTERSECTION INV INVERT JP JOINT POLE LE LANDSCAPE EASEMENT LF LINEAR FEET LIP LIP OF GUTTER LP LOW POINT LT LEFT MAX MAXIMUM MH MANHOLE MIN MINIMUM MOC MIDDLE OF CURVATURE

N NORTH NG NATURAL GRADE NTS NOT TO SCALE OC ON CENTER (P) PROPOSED, NEW PA PLANTING AREA PBC PULL BOX CABLE PBE PULL BOX ELECTRIC PBT PULL BOX TELEPHONE PBW PULL BOX WATER PCC POINT OF COMPOUND CURVATURE PE PEDESTRIAN EASEMENT PI POINT OF INTERSECTION PIVC POINT OF INTERSECTION VERTICAL CURVATURE PL PROPERTY LINE POC POINT OF CONNECTION PP POWER POLE PRC POINT OF REVERSE CURVATURE PVC POLYVINYL CHLORIDE PVMT PAVEMENTR RADIUS RCP REINFORCED CONCRETE PIPE RIM TOP RIM OF STRUCTURE ROW HIGHWAY EASEMENT RT RIGHT RW RECLAIMED WATER R/W RIGHT OF WAY

S SOUTH OR SLOPE SBE SETBACK EASEMENT SCO SANITARY SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE SF SQUARE FEET SHT SHEET STA STATION SMH SANITARY SEWER MANHOLE SS SANITARY SEWER SWPPP STORM WATER POLLUTION PREVENTION PLAN S/W SIDEWALK

T TANGENT TB TOP OF BERM TBC TOP BACK OF CURB TBW TOP BACK OF WALK TC TOP OF CURB TF TOP OF FOOTING TG TOP OF GRATE TOE TOE OF SLOPE TOP TOP OF PIPE TOR TOP OF RAMP TOS TOP OF SLOPE TP TOP OF PLANTER TS TOP OF STAIRS TW TOP OF WALL TYP TYPICAL TP TELEPHONE POLE VC VERTICAL CURVATURE W WEST WM WATER MAIN WV WATER VALVE EXISTING ELECTRICAL LINE / CONDUIT EXISTING DEDICATED PRIVATE FIRE SERVICE EXISTING STORM DRAIN LINE EXISTING WATER LINE EXISTING SEWER LINE GRADE BREAK LINE TOTAL DISTURBED AREA = 1.2± ACRES PURSUANT TO THE CALIFORNIA GOVERNMENT CODE SECTION 4216, NO EXCAVATION PERMIT IS VALID UNLESS DIG ALERT HAS BEEN CONTACTED AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION AND AN INQUIRY IDENTIFICATION NUMBER HAS BEEN ISSUED. INQUIRY ID# 1. ALL ASBESTOS CEMENT PIPE TO BE REMOVED SHALL BE SNAPPED, ENCAPSULATED, AND DISPOSED OF PER LOCAL, STATE, AND FEDERAL REGULATIONS. 2. DOMESTIC WATER SERVICE AND FIRE PROTECTION SHALL BE MAINTAINED DURING CONSTRUCTION. PROVIDE BYPASS LINES DURING CONSTRUCTION INCLUDING TIE-IN. COORDINATE ALL SHUT DOWNS OF WATER AND POWER WITH OWNER PRIOR TO CONSTRUCTION. 3. PURSUANT TO CALIFORNIA ASSEMBLY BILL 1953 ALL PIPE, FITTINGS, AND FIXTURES INTENDED TO CONVEY OR DISPENSE WATER FOR HUMAN CONSUMPTION THROUGH DRINKING WATER OR COOKING SHALL BE "LEAD FREE" AS OF JANUARY 1, 2010. IN ORDER TO MEET THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PROGRAM FOR CONSTRUCTION, DESIGN-BUILD ENTITY SHALL INSTALL AND MAINTAIN APPROPRIATE BEST MANAGEMENT PRACTICES (BMPS), AS SHOWN IN THE EROSION CONTROL PLAN AND IN ACCORDANCE WITH THE SWPPP (STORM WATER POLLUTION PREVENTION PLAN), ON ALL CONSTRUCTION PROJECTS. BMPS SHALL BE INSTALLED IN ACCORDANCE WITH INDUSTRY RECOMMENDED STANDARDS, AND/OR IN ACCORDANCE WITH ANY GENERAL CONSTRUCTION PERMIT ISSUED BY THE STATE FOR THE PROJECT TO PREVENT ANY DISCHARGES FROM THE PROJECT SITE OR INTO ANY STORM DRAIN FACILITIES. ALL SEDIMENTS, CONSTRUCTION MATERIALS, DEBRIS AND WASTES, AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES, WIND, OR VEHICLE TRACKING. UNDER DIRECTION OF THE ENGINEER OF RECORD, EROSION AND/OR SEDIMENT CONTROL DEVICES SHALL BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES TO ENSURE EFFECTIVENESS. NTS C0.01 CIVIL NOTES C0.02 EXISTING CONDITIONS PLAN C1.01 DEMOLITION PLAN C2.01 CONCEPTUAL GRADING PLAN C3.01 CONCEPTUAL STORM DRAIN PLAN C4.01 CONCEPTUAL UTILITY PLAN PERFORATED STORM DRAIN LINE G

G EXISTING NATURAL GAS SERVICE
T
T EXISTING TELECOMMUNICATIONS LINE / CONDUIT 1. FOLLOWING OWNER ACCEPTANCE OF CONSTRUCTION WORK, POST CONSTRUCTION BEST MANAGEMENT PRACTICE (BMP) MEASURES SHALL BE MAINTAINED BY THE PROPERTY OWNER, INCLUDING BUT NOT LIMITED TO: 1.1. ANNUAL INSPECTION, REPLACEMENT, AND/OR SEDIMENTATION REMOVAL OF VEGETATED SWALES, TREATMENT PONDS, AND OTHER SURFACE STORMWATER TREATMENT MEASURES AS REQUIRED WITH AN INCREASED FREQUENCY BASED ON SITE CONDITIONS. 1.2. MAINTENANCE SERVICE AGREEMENT(S) OF STORMWATER TREATMENT VAULTS, INLETS, MANHOLES, AND OTHER DEVICES BASED ON MANUFACTURES' RECOMMENDATIONS AND FREQUENCY. 1.3. ANNUAL INSPECTION OF PERMEABLE PAVEMENT AND REMOVAL OF SEDIMENT AS NEEDED. 1.4. ANNUAL INSPECTION OF STORMWATER INLETS AND MAINTENANCE AS REQUIRED TO CLEAR GRATES AND INLETS OF DEBRIS. 1.5. THE PROJECT STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND WATER QUALITY MANAGEMENT PLAN (WQMP) MAY CONTAIN ADDITIONAL OR MORE STRINGENT MAINTENANCE REQUIREMENTS. 2. BMP DETAILS MAY BE FOUND IN APPENDIX H OF THE PROJECT SWPPP DOCUMENT. BMP DETAILS PER CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) AND ARE AVAILABLE AT www.casqa.org. 3. FOR PROJECTS GREATER THAN 1 ACRE: THE DBE SHALL VERIFY THE STATUS OF THE SWPPP/NOI/WDID PRIOR TO EARTHMOVING ACTIVITIES. A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE PREPARED AND A NOTICE OF INTENT (NOI) SHALL BE FILED WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) IN ACCORDANCE WITH THE REQUIREMENTS OF CALIFORNIA GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY (PERMIT NO.

CAS000002) FOR ALL OPERATIONS ASSOCIATED WITH THESE PLANS. THE DBE SHALL KEEP A COPY OF THE SWPPP ON SITE AND AVAILABLE FOR REVIEW. 1. FIRE WATER PIPE, FITTINGS, AND APPURTENANCES SHALL COMPLY WITH NFPA 24 INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1.1. FIRE DEPARTMENT CONNECTIONS (FDC) SHALL BE PER NFPA 24-5.9. 1.2. FDC LOCATION AND SIGNAGE SHALL BE PER NFPA 24-5.9.5. 1. PRIOR TO INSTALLATION, ALL PLANS AND SPECIFICATIONS SHALL BE APPROVED BY GOVERNING AGENCY. 2. INSPECTIONS ARE REQUIRED: 1) PRIOR TO POURING THRUST BLOCKS 2) FOR HYDROSTATIC TESTING 3) FOR FLUSH 3. INSTALLATION, INSPECTION, AND TESTING SHALL CONFORM TO 2022 NFPA 13 AND 2019 NFPA 24. 4. PRIVATE FIRE HYDRANTS SHALL BE APPROVED WET BARREL STYLE WITH A MINIMUM OF ONE 2 1 2" AND ONE 4" OUTLET. THE 4" OUTLET SHALL FACE THE FIRE DEPARTMENT ACCESS ROAD. ALL OUTLETS SHALL BE PROVIDED WITH NATIONAL STANDARD THREADS (NST). 5. FIRE HYDRANT SUPPLY PIPING SHALL BE A MINIMUM OF SIX INCHES IN DIAMETER. THE LOWEST OPERATING NUT SHALL BE MINIMUM OF 18" ABOVE GRADE AND THE FIRE HYDRANT FLANGE SHALL BE A MINIMUM OF 2" ABOVE GRADE. 6. FIRE HYDRANTS SHALL BE A MINIMUM OF 40 FEET FROM ALL STRUCTURES. A KEYED GATE VALVE SHALL BE PROVIDED FOR EACH FIRE HYDRANT IN AN ACCESSIBLE LOCATION. VALVES SHALL NOT BE LOCATED IN PARKING STALLS. 7. ALL PIPES SHALL BE APPROVED FOR USE IN FIRE SERVICE SYSTEMS (CLASS 900 DR-18 MINIMUM). CLASS 900 DR-14 PIPES SHALL BE USED WHERE THE PRESSURES MAY EXCEED 150 PSI. 8. ALL FERROUS PIPE AND FITTINGS SHALL BE PROTECTED WITH LOOSE 8-MIL POLYETHYLENE TUBE. THE ENDS OF THE TUBE AND ANY SPLICES MADE FOR T's OR OTHER PIPING COMPONENTS SHALL BE SEALED WITH 2" TAPE, APPROVED FOR UNDERGROUND USE. ALL BOLT JOINTS SHALL BE CLEANED AND THOROUGHLY COATED WITH ASPHALT OR OTHER CORROSION RETARDING MATERIAL AFTER ASSEMBLY AND PRIOR TO POLY-TUBE INSTALLATION. 9. A BED OF CLEAN FILL SAND SHALL BE PROVIDED ABOVE AND BELOW THE PIPE, A MINIMUM OF 12" ABOVE AND 6" BELOW. 10. ALL BOLTS USED FOR UNDERGROUND CONNECTIONS SHALL BE STAINLESS STEEL. 11. A MINIMUM OF 30" OF COVER, FROM FINISHED GRADE TO THE TOP OF THE PIPE SHALLBE PROVIDED. WHEN SURFACE LOADS ARE EXPECTED, A MINIMUM OF 36" COVER SHALL BE PROVIDED. 12. THRUST BLOCKS, OR OTHER APPROVED METHOD OF THRUST RESTRAINT, SHALL BE PROVIDED WHEREVER PIPE CHANGES DIRECTION. 13. THE TRENCH SHALL BE EXCAVATED FOR THRUST BLOCKS AND INSPECTED PRIOR TO POUR. ALL CORROSION PROTECTION SHALL BE IN PLACE. 14. A HYDROSTATIC TEST (200 PSI FOR TWO HOURS OR 50 PSI OVER MAXIMUM STATICPRESSURE, WHICHEVER IS GREATER) SHALL BE PERFORMED. BACKFILL BETWEEN THE JOINTS TO PREVENT MOVEMENT OF THE PIPE. 15. THE SYSTEM SHALL BE THOROUGHLY FLUSHED BEFORE CONNECTION IS MADE TO OVERHEAD PIPING. FLOW SHALL BE THROUGH A MINIMUM 4" HOSE PIPE. 16. PRIVATE HYDRANTS, SPRINKLER CONTROL VALVES, DETECTOR CHECK ASSEMBLIES, POST INDICATING VALVES AND FIRE DEPARTMENT CONNECTIONS SHALL BE PAINTED OSHA RED, UNLESS NOTED OTHERWISE. 17. THE CONTROL VALVES SHALL BE LOCKED IN THE OPEN POSITION. VALVES SHALL BE MONITORED IF THEY SERVE 6 OR MORE SPRINKLER HEADS. FIRE PROTECTION SYSTEM NOTES SS SS LINE TYPE DESCRIPTION DAYLIGHT LINE STORM DRAIN LINE (>8" DIAMETER) ABBREVIATIONS GENERAL EROSION AND SEDIMENT CONTROL NOTES DEMOLITION NOTES EARTHWORK NOTES PRELIMINARY EARTHWORK QUANTITIES LEGEND SYMBOL DESCRIPTION ROOF DRAIN POC 5' FROM BUILDING GAS POC 5' FROM BUILDING FIRE WATER POC 5' FROM BUILDING DOMESTIC WATER POC 5' FROM BUILDING SANITARY SEWER POC 5' FROM BUILDING STORM DRAIN MANHOLE SANITARY SEWER MANHOLE DRAIN INLET AREA DRAIN TRENCH DRAIN CLEANOUT BLOW OFF FIRE HYDRANT VALVE POST INDICATOR VALVE (PIV)/CHECK VALVE (CHK VLV)/FIRE DEPARTMENT CONNECTION (FDC) CHECK VALVE (CHK VLV) FIRE DEPARTMENT CONNECTION (FDC) DOUBLE DETECTOR CHECK (DBL CHK) REDUCED PRESSURE (BFP) POST INDICATOR VALVE (PIV) THRUST BLOCK BENDS, TEE AND CROSS WATER METER BENCHMARK LOCATION MAP GEOTECHNICAL INFORMATION FIRE WATER GENERAL NOTES: IMPORTANT NOTICE DEDICATED FIRE ACCESS DIG ALERT NOTICE GENERAL NOTES TO DESIGN-BUILD ENTITY (DBE) POLLUTION PREVENTION NOTES BMP MAINTENANCE NOTES AREA SUMMARY CIVIL SHEET INDEX AD XXLF S=X.XXX XXLF PVC XXLF S=X.XXX XXLF S=X.XXX GB XXLF PVC co M
DS 6"SS 8"FW6"SD 6"DW12"SD
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N PROJECT LOCATION

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LUCHESSA
AVENUE

MILLER AVENUE
W. 10TH STREET

GREENFIELD DRIVE

CIMINO STREET
LOMA
RANCH STREET N/A C0.01 CIVIL NOTES
Revision Date
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100% SD/BRIDGING DOCS 03/26/2026

SANTA TERESA FIRE STATION
GILROY, CA 95020
GRIFFIN STRUCTURES, INC. 33236.10 KS
1330 WEST LUCHESSA AVENUE

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(E) R/W W. LUCHESSA AVENUE

MILLER AVENUE
Revision Date
NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 408-780-7200 Office LPADesignStudios.com 60 South Market Street, Suite 1250 San Jose, California 95113 Developed for
Checked By Scale Job Number
Submittal Date
70% SCHEMATIC DESIGN 03/10/2026
This document and all other project documents, ideas
aesthetics and designs incorporated therein are instrumentsof service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of propertyrights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary lossesand damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the workand are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc.
100% SD/BRIDGING DOCS 03/26/2026

SANTA TERESA FIRE STATION
GILROY, CA 95020
GRIFFIN STRUCTURES, INC. 33236.10 KS
1330 WEST LUCHESSA AVENUE EXISTING CONDITIONS PLAN 1"=20' 0 10 20 40 1"=20' EXISTING CONDITIONS PLAN C0.02 05

Page 151 of 256 ends

CLEAR AND GRUB (E) PL
(E) PL
(E) R/W PROTECT IN PLACE (E) SIDEWALK REMOVE (E) DRAIN INLET (297.39)TG PROTECT IN PLACE (E) SD INLET (298.36)TG (288.51)INV PROTECT IN PLACE (E) SD INLET (298.44)TG (288.54)INV PROTECT IN PLACE (E) SIDEWALK AND DRIVEWAY PROTECT IN PLACE (E) SIDEWALK AND DRIVEWAY (E) R/W W. LUCHESSA AVENUE

MILLER AVENUE
CONNECT (E) SD PIPE TO NEW DRAIN INLET PER SHEET C3.01
Revision Date
NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 408-780-7200 Office LPADesignStudios.com 60 South Market Street, Suite 1250 San Jose, California 95113 Developed for
Checked By Scale Job Number
Submittal Date
70% SCHEMATIC DESIGN 03/10/2026
This document and all other project documents, ideas
aesthetics and designs incorporated therein are instrumentsof service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of propertyrights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary lossesand damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the workand are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc.
100% SD/BRIDGING DOCS 03/26/2026

SANTA TERESA FIRE STATION
GILROY, CA 95020
GRIFFIN STRUCTURES, INC. 33236.10 KS
1330 WEST LUCHESSA AVENUE DEMOLITION PLAN 1"=20' 0 10 20 40 1"=20' DEMOLITION PLAN C1.01 05

Page 152 of 256 ends

JOIN (299.05)BW JOIN (298.86)BW
(0.54%) JOIN (305.69)BW
(5.04%) JOIN (304.59)BW JOIN (304.20)BW
(4.68%) 300.20TC 299.70FS 305.76TC 305.26FS

2.70% 305.30TC 304.80FS 304.77TC 304.27FS 300.01TC 299.51FS 2.03% 1.71% (307.0)FG (306.0)FG (305.0)FG (304.0)FG (303.0)FG (302.2)FG (302.0)FG 303.00TC 302.50FS 4.87% (301.0)FG
(300.0)FG
(E) R/W
(E) PL
(E) PL
(E) R/W 303.43FS 303.43FS 303.43FS 303.45FS 303.45FS 303.43FS (300.40)BW

0.10% 2.00% 303.43FS 303.43FS 303.43FS303.43FS 304.50TC 304.00FS 1.54% 304.95TC 304.45FS 303.01FS 3.00% 303.45FS 303.45FS 3.00% 303.20FS 0"CF (300.34)BW 303.00TC 302.50FS 6.04% 0.56% 1.10% 303.30TC 302.80FS 303.20FS (E) SD INLET (298.36)TG (288.51)INV 303.30TC 302.80FS0.50% 303.20FS 0"CF 303.30TC 302.80FS 303.43FS 1.03% 302.86TC 302.36FL 301.50TC 301.00FL 303.35TC 302.85FS 303.65TC 303.15FS 1.20% 1.00% 2.00% (TYP)

1.20%
(TYP)

2.00% 302.58TC 303.17TS 302.08FS 301.09BS 1.72%

1.41%
(E) SD INLET
(298.44)TG(288.54)INV 304.15TW 301.05FS 305.15TW 303.29FS 302.29FS 302.05FS 302.19FS 3.13% 3.13% 1.65% 1.72% 1.41% 302.07FS 301.93FS 5 STEPS @ 5" 307.95TW 307.95TW 308.95TW 308.95TW 309.45TW 309.45TW 309.45TW 309.45TW 309.45TW 311.45TW 303.15TW 303.15 TW 303.95TW 304.15TW (302.35)BW (300.93)BW (300.55)BW (300.31)BW 305.15TW 305.15TW 304.15TW 304.15TW 311.00TW 305.0FG W. LUCHESSA AVENUE MILLER AVENUE302.95TC FIRE STATION 302.45FS 303.45FF 305.15 TW 4"FW
4"SS 4"SS 4"SS
4"SS
3"DW
4"FW
4"FW
3"DW co co co 3/4"DW co co co 3"DW NO PARKING EV CHARGING ONLY EV CHARGING ONLY NO PARKING 8"SD 4"SD 4"SD 4"SD 8"SD 4"SD 8"SD8"SD 12"SD12"SD
12"SD
4"SD
4"SD
4"SD
8"SD
Revision Date
NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 408-780-7200 Office LPADesignStudios.com 60 South Market Street, Suite 1250 San Jose, California 95113 Developed for
Checked By Scale Job Number
Submittal Date
70% SCHEMATIC DESIGN 03/10/2026
This document and all other project documents, ideas
aesthetics and designs incorporated therein are instrumentsof service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of propertyrights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary lossesand damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the workand are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc.
100% SD/BRIDGING DOCS 03/26/2026

SANTA TERESA FIRE STATION
GILROY, CA 95020
GRIFFIN STRUCTURES, INC. 33236.10 KS
1330 WEST LUCHESSA AVENUE CONCEPTUAL GRADING PLAN 1"=20' 0 10 20 40 1"=20' CONCEPTUAL GRADING PLAN C2.01 05

Page 153 of 256 ends

NO PARKING EV CHARGING ONLY EV CHARGING ONLY NO PARKING 4"FW
4"SS 4"SS 4"SS
4"SS
3"DW
4"FW
4"FW
3"DW
3/4"DW
3"DW
(E) PL
(E) PL
(E) R/W
(E) R/W
8"SD
(E) SD INLET
(298.36)TG(288.51)INV
(E) SD INLET(298.44)TG
(288.54)INV co W. LUCHESSA AVENUE
MILLER AVENUE 4" SD POC 300.95INV 4" SD POC 300.95INV 4" SD POC 300.95INV 4" SD POC 300.95INV 4" SD POC 300.95INV 4" SD POC 301.03INV 4" SD POC 300.95INV 4" SD POC 303.00INV 4" SD POC 303.70INV 4" SD POC 303.70INV 4" SD POC 303.70INV 4" SD POC 300.95INV 4" SD POC 300.95INV FIRE STATION 303.45FF 4"SD 4"SD 298.00INV 302.88INV298.00INV 299.30INV 299.30INV co 299.50INV co co 299.30INV co 299.20INV 4"SD 8"SD 4"SD 8"SD8"SD 12"SD12"SD 12"SD
4"SD
4"SD
4"SD
8"SD

CONNECT (E) SD PIPE TO NEW DRAIN INLET FIELD VERIFY LOCATION OF (E) PIPE, SIZE AND MATERIAL Revision Date
NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 408-780-7200 Office LPADesignStudios.com 60 South Market Street, Suite 1250 San Jose, California 95113 Developed for
Checked By Scale Job Number
Submittal Date
70% SCHEMATIC DESIGN 03/10/2026
This document and all other project documents, ideas
aesthetics and designs incorporated therein are instrumentsof service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of propertyrights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary lossesand damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the workand are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc.
100% SD/BRIDGING DOCS 03/26/2026

SANTA TERESA FIRE STATION
GILROY, CA 95020
GRIFFIN STRUCTURES, INC. 33236.10 KS
1330 WEST LUCHESSA AVENUE CONCEPTUAL STORM DRAIN PLAN 1"=20' 0 10 20 40 1"=20' CONCEPTUAL STORM DRAIN PLAN C3.01 05

Page 154 of 256 ends

NO PARKING EV CHARGING ONLY EV CHARGING ONLY NO PARKING JOIN (E) 4" SS (290.50)INV JOIN (E) 2" IRR W JOIN (E) 2" DW
JOIN (E) 4" FW (E) FH
(E) PL
(E) PL
(E) R/W
(E) R/W
(E) FH
(E) FH
4"FW 4" DCDA WITH 2-WAY FDC 2" WATER METER 4"SS 4"SS 4"SS 4"SS 4" SS POC 299.95INV 3"DW 2" RPBP 4"FW 4"FW SAND/OIL INTERCEPTER AND SAMPLING BOX PER PLUMBING PLAN 2" DW POC 3" FW POC 3"DW co co co 3/4"DW (E) SD INLET(298.36)TG
(288.51)INV
(E) SD INLET(298.44)TG
(288.54)INV 4" SS POC 299.95INV 4" SS POC 299.95INV co co W. LUCHESSA AVENUE MILLER AVENUEFOX DRAIN AT VEHICLE WASHDOWN AREA FIRE STATION 303.45FF co ALTERNATE 2: EXTENSION OF DOMESTIC WATER AND SANITARY SEWER INFRASTRUCTURE 3"DW 3/4" DW POC 4" SS POC 299.95INV 8"SD 4"SD 4"SD 4"SD 8"SD 4"SD 8"SD8"SD 12"SD12"SD
12"SD
4"SD
4"SD
4"SD
8"SD
Revision Date
NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 408-780-7200 Office LPADesignStudios.com 60 South Market Street, Suite 1250 San Jose, California 95113 Developed for
Checked By Scale Job Number
Submittal Date
70% SCHEMATIC DESIGN 03/10/2026
This document and all other project documents, ideas
aesthetics and designs incorporated therein are instrumentsof service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of propertyrights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary lossesand damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the workand are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc.
100% SD/BRIDGING DOCS 03/26/2026

SANTA TERESA FIRE STATION
GILROY, CA 95020
GRIFFIN STRUCTURES, INC. 33236.10 KS
1330 WEST LUCHESSA AVENUE CONCEPTUAL UTILITY PLAN 1"=20' 0 10 20 40 1"=20' CONCEPTUAL UTILITY PLAN C4.01 05

Page 155 of 256 ends

0 LC
I
L0.01 LANDSCAPE NOTES AND LEGENDS
L1.01 MATERIALS PLAN
L7.01 PLANTING PLAN

1. REFER TO CIVIL ENGINEER'S DRAWINGS FOR UTILITY LOCATIONS, TREE SUBDRAINAGE STUBOUTS, (IF REQUIRED), AND FINAL GRADING. IF ACTUAL

SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE LANDSCAPE

ARCHITECT'S DRAWINGS, THE DESIGN-BUILD ENTITY (DBE) SHALL CONTACT

THE OWNER'S AUTHORIZED REPRESENTATIVE AND LANDSCAPE ARCHITECT FOR DIRECTION AS TO HOW TO PROCEED.

2. VERIFY LOCATIONS OF ALL PERTINENT EXISTING AND PROPOSED SITE IMPROVEMENTS. IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUE TO

SITE CONDITIONS, CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTION PRIOR TO COMMENCING WORK.

3. EXACT LOCATIONS OF PLANT MATERIALS SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT IN THE FIELD PRIOR TO INSTALLATION. LANDSCAPE

ARCHITECT RESERVES THE RIGHT TO ADJUST PLANTS TO EXACT LOCATION IN FIELD.

4. DBE SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS AND SQUARE FOOTAGES. QUANTITIES SHOWN ON PLANS TAKE PRECEDENCE OVER WRITTEN QUANTITIES IN "PLANTING LEGEND."

5. PROVIDE MATCHING FORMS AND SIZES FOR ALL PLANT MATERIALS WITHIN EACH SPECIES AND SIZE DESIGNATED ON THE DRAWINGS.

6. PRUNE NEWLY PLANTED TREES ONLY AS DIRECTED BY LANDSCAPE ARCHITECT.

7. ALIGNED AND EQUALLY SPACED, IN ALL DIRECTIONS, ALL SHRUBS TO BE AS DESIGNATED PER THESE NOTES AND DRAWINGS.

8. ALL TREES IN ROWS TO BE ALIGNED. (UNLESS NOTED OTHERWISE ON PLANS)

9. TREES SHALL BEAR SAME RELATION TO FINISH GRADE AS AT PLACE OF GROWTH.

10. FINISH GRADES OF ALL TURF AREAS SHALL BE (1") BELOW ADJACENT CURB OR PAVEMENT. FINISH GRADES OF ALL SHRUB AREAS SHALL BE (2-1/2") BELOW ADJACENT CURB, PAVEMENT OR HEADER.

11. DBE SHALL SUBMIT FOR APPROVAL COLOR PHOTOS OF ALL TREES, SHRUBS, AND GROUNDCOVER. PHOTOS SHOULD INCLUDE A PERSON FOR SCALE

PURPOSES, PHOTOS SHALL BE OF THE ACTUAL PLANT MATERIAL TO BE USED ON THE PROJECT. ALL PLANT MATERIAL SHALL BE OF A QUALITY AS DETERMINED BY THE LANDSCAPE ARCHITECT. MATERIAL FOUND UNSUITABLE FOR THE DESIGN OR SPECIFICATION INTENT WILL BE REJECTED.

12. PROVIDE A (3") LAYER OF MULCH AT PROPOSED TREE, SHRUB, AND GROUNDCOVER PLANTING AREAS, EXCEPT AREAS WITH JUTE MESHING.

13. DBE SHALL CONDUCT AGRICULTURAL SUITABILITY AND FERTILITY SOILS TESTING PER SOIL PREPARATION SPECIFICATION. ANALYSIS SHALL INCLUDE

RECOMMENDATIONS FOR SOIL PREPARATION AND BACKFILL MIX AS WELL AS RECOMMENDATIONS FOR POST MAINTENANCE FERTILIZATION. SUBMIT SOILS

ANALYSES AND SAMPLES OF AMENDMENTS TO LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO SOIL PREPARATION.

14. QUANTITIES LISTED ON PLANT LEGEND ARE PER SHEET. DBE MUST VERIFY QUANTITIES GIVEN ON THE PLANS WITH ACTUAL QUANTITIES SHOWN.

15. PROVIDE ROOT BARRIERS IN ADDITION TO THOSE INDICATED ON THE PLANS FOR ALL TREES WITHIN 5' OF ANY HARDSCAPE.

16. NOT INSTALL WATERING BASINS AROUND TREES WHEN PLANTED IN TURF.

PROVIDE A CIRCULAR TURF-FREE ZONE TO OUTSIDE EDGE OF ROOTBALL.

PLACE ONLY 2-INCHES OF WOOD MULCH IN THIS AREA AND NO CLOSER THAN 4-INCHES FROM TRUNK.

17. PLANT ALL TREES A MIN. OF 5' FROM ANY UTILITIES. THE LANDSCAPE DBE

SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO COMMENCING WORK.

18. TREES ARE TO BE A MINIMUM OF 5' AWAY FROM ANY HARDSCAPE SUCH AS CURBS, WALKS, ETC.

19. LANDSCAPE MAINTENANCE PERIOD IS 90 DAYS.

20. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

1. THE DESIGN-BUILD ENTITY (DBE) SHALL LAYOUT AND FIELD VERIFY ALL

DIMENSIONS OF DRIVEWAY, PLANTERS, WALKS, SLOPES AND RELATED WORK PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE.

2. VERIFY LOCATIONS OF ALL PERTINENT EXISTING AND PROPOSED SITE IMPROVEMENTS. IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUE TO

SITE CONDITIONS, CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTION PRIOR TO COMMENCING WORK.

3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE.

4. THIS DRAWING INCLUDES THE LOCATION OF AREA DRAINS FOR REFERENCE.

REFER TO RELATED CIVIL ENGINEER'S DRAWINGS FOR CONSTRUCTION DETAILS AND UTILITY CONNECTIONS.

5. REFER TO ELECTRICAL ENGINEER'S DRAWINGS FOR LIGHT FIXTURE SCHEDULE AND CIRCUITRY AS NECESSARY.

6. REFER TO SOIL ENGINEER'S GEOTECHNICAL REPORT FOR SUB-BASE MATERIALS AND COMPACTION.

7. WHERE DIMENSIONS ARE CALLED AS "EQUAL", ALL REFERENCED ITEMS SHALL BE SPACED EQUALLY, MEASURED TO THEIR CENTERLINES.

8. ALL MEASUREMENTS ARE TO FACE OF WALL, CURB OR OTHER FIXED SITE IMPROVEMENT, UNLESS OTHERWISE NOTED. DIMENSIONS TO CENTERLINES AS INDICATED.

9. INSTALL ALL INTERSECTING ELEMENTS AT 90 DEGREES TO EACH OTHER UNLESS OTHERWISE NOTED.

10. ALL DRAINS/ BASINS SHOULD HAVE BLACK ATRIUM TYPE GRATES WITHIN

SHRUBS/GROUNDCOVER AREAS AND BLACK FLAT TYPE GRATES IN TURF AREAS.

1. BASE INFORMATION INCLUDING THE LOCATION OF PROPERTY LINES,

EASEMENTS, BUILDINGS, ROADS AND CURBS HAVE BEEN TAKEN FROM THE CIVIL ENGINEER'S DRAWINGS. REFER TO CIVIL ENGINEER'S DRAWINGS FOR ADDITIONAL INFORMATION.

2. REFER TO THE CIVIL ENGINEER'S DRAWINGS FOR PROPOSED UTILITY

INFORMATION INCLUDING STORM DRAIN, SEWER, WATER, ELECTRICAL, GAS, TELEPHONE AND CABLE TV.

3. REFER TO CITY AND/OR COUNTY STANDARD PLANS AND SPECIFICATIONS WHERE APPLICABLE.

4. VERIFY SITE INFORMATION, INCLUDING PROPERTY LINES, EXISTING ABOVE

GROUND AND BELOW GROUND UTILITIES AND STRUCTURES, AND OTHER

INFORMATION AFFECTING THE SCOPE OF WORK INCLUDED ON THESE DRAWINGS. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON

THE LANDSCAPE ARCHITECT'S DRAWINGS, THE DESIGN-BUILD ENTITY (DBE)

SHALL CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE LANDSCAPE ARCHITECT FOR DIRECTION ON HOW TO PROCEED.

5. EXCAVATION IN THE VICINITY OF UTILITIES AND EXISTING MATERIALS SHALL BE UNDERTAKEN WITH CARE. THE DBE BEARS FULL RESPONSIBILITY FOR THIS WORK. ANY DAMAGE CAUSED BY ANY PERSON, VEHICLE, EQUIPMENT,

OR TOOL RELATED TO THE EXECUTION OF THE CONTRACT SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO THE OWNER.

6. DBE SHALL BE RESPONSIBLE FOR ANY COORDINATION REQUIRED TO ACCOMPLISH ALL CONSTRUCTION OPERATIONS. ALL PIPING, CONDUIT, SLEEVES, ETC., SHALL BE SET IN PLACE PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS.

7. DBE SHALL BE RESPONSIBLE TO CONSULT WITH SITE SUPERINTENDENT,

APPROPRIATE AGENCIES AND PLANS, FOR THE LOCATIONS OF ALL UNDER-GROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL

TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES.

8. DBE SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED

WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS, AREA DISCREPANCIES

AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. THE DBE

SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS.

9. DBE IS RESPONSIBLE FOR REPLACEMENT OF ANY EXISTING MATERIALS THAT ARE DAMAGED DURING CONSTRUCTION.

10. PRIOR TO INSTALLATION OF ANY CONSTRUCTION ITEM, FORMS WITH STEEL IN

PLACE AND COMPACTED SUBGRADE COMPLETE, SHALL BE OBSERVED AND REVIEWED BY THE LANDSCAPE ARCHITECT.

11. ALL WALLS AND WALKS SHOULD HAVE SMOOTH, CONTINUOUS CURVES AS INDICATED ON PLANS.

12. ALL PROPERTY LINES, LOT LINES, AND TOP OF SLOPE LINES SHALL BE VERIFIED PRIOR TO COMMENCING WORK.

13. ALL ELECTRICAL JUNCTION BOXES FOR LIGHTS SHALL BE IN PLANTING AREAS AND LOCATION REVIEWED BY THE LANDSCAPE ARCHITECT. STAKE LOCATION PRIOR TO INSTALLATION.

14. SEE CIVIL ENGINEER'S DRAWINGS FOR CURBS AND A/C PAVING.

15. REFER TO CIVIL ENGINEER'S DRAWINGS FOR ELEVATIONS AND LOCATION OF

DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF WALKS, FOOTINGS AND OTHER STRUCTURES.

16. REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. IF NOTES

ON THE PLANS DIFFER FROM THE GEOTECHNICAL REPORT, PROVIDE THE MOST STRINGENT REQUIREMENT.

17. RAISE ALL VAULTS/UTILITIES BOXES TO GRADE WITHIN LIMITS OF WORK.

FIELD VERIFY PRIOR TO BID.

1. REFER TO CIVIL ENGINEER'S GRADING PLANS FOR SITE GRADING, DRAINAGE, AND UTILITY LOCATIONS. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS

SHOWN ON THE LANDSCAPE ARCHITECT'S DRAWINGS, THE DESIGN-BUILD

ENTITY (DBE) SHALL CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVE AND LANDSCAPE ARCHITECT FOR DIRECTION AS TO HOW TO PROCEED.

2. REFER TO CIVIL ENGINEER'S DRAWINGS FOR SUBDRAINAGE POINT OF IN CONNECTION TO STORM DRAIN.

3. THE DBE SHALL REQUEST OBSERVATION AS REQUIRED 48 HOURS ADVANCE OF PERFORMING WORK.

4. THE DBE SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA 800/227-2600) OR DIG ALERT (800-422-4133) 48 HOURS PRIOR TO ANY EXCAVATION.

5. ALL GRADING OPERATIONS SHALL CONFORM TO LOCAL GUIDELINES.

6. FIELD VERIFY EXISTING UNDERGROUND UTILITIES. THE DBE SHALL BE

RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. THE DBE SHALL PROTECT ALL

EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION.

7. NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED FOR ACTUAL OR CLAIMED

DISCREPANCY BETWEEN EXISTING GRADE AND THOSE SHOWN ON PLANS AFTER DBE HAS ACCEPTED EXISTING GRADES AND MOVED ONTO THE SITE.

8. ALL PROPOSED GRADES ARE TO MEET AND BLEND IN WITH EXISTING GRADING AT PROJECT LIMIT AND EXISTING SIDEWALK. PRECISE ELEVATIONS INDICATED ON PLANS TO BE VERIFIED IN FIELD TO AS-BUILT CONDITION.

9. THE DEBRIS CREATED BY LANDSCAPE GRADING OPERATIONS SHALL BECOME THE PROPERTY OF THE DBE AND SHALL BE LEGALLY DISPOSED OF OFF-SITE.

10. FINAL LANDSCAPE GRADING SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT IN THE FIELD PRIOR TO INSTALLATION OF PLANTING.

GA. GAUGE
GALV. GALVANIZED
GND. GROUND
GR. GRADE

HDR HEADER
HT. HEIGHT
LT. LIGHT
MAX. MAXIMUM
MET. METAL
MFR. MANUFACTURER
MIN. MINIMUM
MTD. MOUNTED
MTL. MATERIAL
N.I.C. NOT IN CONTRACT
N.T.S. NOT TO SCALE
O.C. ON CENTER
O.D. OUTSIDE DIAMETER (DIM.)

PA PLANTING AREA
PED. PEDESTRIAN
PRCST. PRECAST
P.I.P. POURED IN PLACE
P.O.T. POINT OF TANGENCY
P.T.S. POST TENSION SLAB

QTY QUANTITY
R. RISER
RAD. RADIUS
REINF. REINFORCED
REQ. REQUIRED
SCHED. SCHEDULE
SHT. SHEET
SPEC. SPECIFICATION
S.S. STAINLESS STEEL
STD. STANDARD
STRL. STRUCTURAL
T. TREAD
T.C. TOP OF CURB
T.O.S. TOP OF SLOPE
T.O.W. TOP OF WALL
TYP. TYPICAL
TBD. TO BE DETERMINED
VEH. VEHICULAR
VERT. VERTICAL

W/ WITH

W/O WITHOUT
& AND
ANGLE
@ AT

CENTERLINE

DIAMETER OR ROUND
# POUND OR NUMBER
ADJ. ADJACENT
AGGR. AGGREGATE
AL. ALUMINUM
APPROX. APPROXIMATE
ARCH. ARCHITECTURAL
AC. ASPHALT
ACC. ACCESSIBLE
B.C.R. BEGINNING OF CURVE RADIUS
B.O.C. BACK OF CURB
B.O.W. BOTTOM OF WALL
B.O.S. BOTTOM OF SLOPE
BLDG. BUILDING
BLK. BLOCK
C.E. CIVIL ENGINEER
C.I.P. CAST IN PLACE
CLKG. CAULKING
CMU. CONCRETE MASONRY UNIT
CONC. CONCRETE
CONSTR. CONSTRUCTION
CONT. CONTINUOUS
CTR. CENTER
D.A. DISABLED ACCESS
DET. DETAIL
DIA. DIAMETER
DIM. DIMENSION
DN. DOWN
DWGS. DRAWINGS
E.J. EXPANSION JOINT
EL. ELEVATION
ELEC. ELECTRICAL
EQ. EQUAL
EXP. EXPANSION
EXT. EXTERIOR
F.G. FINISH GRADE
F.S. FINISH SURFACE
F.O.B. FACE OF BUILDING
F.O.C. FACE OF CURB
F.O.W. FACE OF WALL

1. SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT OF ALL FENCE AND

GATE COMPONENTS INCLUDING PLANS, ELEVATIONS AND DETAILS AS NECESSARY FOR COMPLETE INSTALLATION.

2. ALL WELDS PER DETAILS. COLD GALVANIZE ALL FIELD WELDS.

3. ALL POSTS SHALL HAVE WELDED METAL CAPS.

4. ALL MEMBERS TO BE 12 GA. WALL THICKNESS MINIMUM, UNLESS NOTED

OTHERWISE

5. ALL GATES AND FENCES, INCLUDING CORRUGATED METAL PANEL TO BE PAINTED, SEE MATERIALS PLAN FOR COLOR.

6. SUBMIT SAMPLES OF ALL COMPONENTS AND MATERIALS TO LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO FABRICATION.

7. GATE HARDWARE FINISH AND COLOR TO MATCH GATE/FENCE.

8. ANY COMPONENTS REQUIRED FOR A COMPLETE FENCE/GATE SYSTEM, BUT

NOT SHOWN, SHOULD BE CONSIDERED A PART OF THESE DRAWINGS AND INCLUDED IN THE FINAL INSTALLED SYSTEM.

9. DESIGN-BUILD ENTIRY (DBE) TO VERIFY ALL ATTACHMENTS AND DIMENSIONS, INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

10. ALL JOINTS TO BE WELDED TO MAKE A SOLID GATE FRAME.

1. CONCRETE HARDSCAPE

2. CMU RETAINING AND SITE WALLS

3. MOTORIZED SLIDING GATES

4. STEEL PEDESTRIAN GATE

5. FLAGPOLE WITH UPLIGHTS

6. LIGHT POLES

7. PLANTING AND IRRIGATION

AS NOTED

GENERAL NOTES SHEET INDEX

LAYOUT AND MATERIALS NOTES

ABBREVIATIONS PLANTING NOTES

GENERAL SCOPE OF WORK

LANDSCAPE GRADING AND DRAINAGE NOTES

FENCE AND GATE NOTES
© LPA, Inc. Developed for
Job Number
Checked By
ScaleRevision Date

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com Submittal Date
5301 California Avenue, Suite 100
Irvine, California 92617
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the
project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existing
conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. SANTA TERESA FIRE STATION 1330 WEST LUCHESSA AVENUE GILROY, CA 95020 GRIFFIN STRUCTURES, INC. 33236
RF 70% SCHEMATIC DESIGN 03/10/2026 100% SD / BRIDGING DOCS 03/26/2026 L0.01

LANDSCAPE NOTES

AND LEGENDS

NOTE DESCRIPTION COLOR / FINISH
01 DET/
SHT
02 03
04 05
06 07
08 09
10 11
12 13
14 15
16 17
18 19
20 21
DET/

NOTE DESCRIPTION SHT
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
R
S
T

COMMENTS

EXISTING AC PAVING

PROTECT IN PLACE

EXISTING CONCRETE CURB

PROTECT IN PLACE

EXISTING CONCRETE GUTTER

PROTECT IN PLACE

EXISTING UTILITY

PROTECT IN PLACE

AC PAVING
PER
CIVIL

CONCRETE CURB AND GUTTER
PER
CIVIL

CONCRETE CURB RAMP
PER
CIVIL

PAVEMENT STRIPING
PER
CIVIL

WHEEL STOP
PER
CIVIL

ACCESSIBLE PARKING SIGNAGE
PER
CIVIL

EV CHARGER
PER
ELEC

BIORETENTION BASIN
PER
CIVIL

ELECTRICAL VAULT PER
ELEC

NATURAL GRAY/

MEDIUM BROOM

DAVIS COLORS TBD/
TOPCAST O5

FEDERAL YELLOW/
WAUSAU TILE ADA-2 PAVERS
COLOR/
FINISH
COLOR/
FINISH

REFER TO SITE FURNISHINGS
LEGEND IN L0.01

CONCRETE PAVING

CONCRETE ACCENT PAVING

PRECAST TRUNCATED DOME PAVERS
COBBLE

CONCRETE STAIR

CMU RETAINING WALL

ALUMINUM EDGING

HANDRAIL AT STAIR

MOTORIZED SLIDING STEEL GATE

BIKE RACK

BIKE LOCKER

FLAGPOLE WITH UPLIGHTS

SITE LIGHTING

REFER TO SITE FURNISHINGS
LEGEND IN L0.01

REFERENCE KEYNOTE LEGEND

MATERIALS KEYNOTE LEGEND

EXISTING CONCRETE PAVING

PROTECT IN PLACE

CONCRETE CURB
PER
CIVIL

SINGLE PEDESTRIAN GATE

DOUBLE GATES AT EMERGENCY GENERATOR

TOURNESOL KITSAP - ALUM

FROM STANDARD COLORS METAL MODULAR RAISED PLANTERS

EXISTING STREET LIGHT PROTECT IN PLACE

SLIDING GATE OPERATOR
SLIDEDRIVER II SD50

HYSECURITY

GATE OPERATOR UPS BATTERY BACKUP

DAVIS COLORS TBD
TOPCAST 05
COLOR/
FINISH

CMU FREESTANDING WALL

CONCRETE PAVING AT RAMP

COLOR TBD/

HIGH PERF COATING

HANDRAIL AT RAMP

NATURAL GRAY/

MEDIUM BROOM

COLOR TBD/

HIGH PERF COATING

EXPANDED METAL, COLOR

TBD / HIGH PERF COATING
-
-

EMERGENCY GENERATOR
PER
ELEC

EXPANDED METAL, COLOR

TBD / HIGH PERF COATING

EXPANDED METAL, COLOR

TBD / HIGH PERF COATING

ANODIZED
8" THICK

CARPORT STRUCTURE
PER
ARCH

MECHANICAL UNIT PER

MECHANICAL

SITE FURNISHINGS LEGEND
SYM. DESCRIPTION MFR. MODEL # COLOR
FIN/
PTRN QTY.

BIKE RACK

BIKE LOCKER

FLAG POLE
3 2
3 SATIN
MANU.

PWDRCOAT
CLEAR

ANODIZED

STAINLESS
STEEL

ALUMINUM
RING
DL2
ICC30D61-AA

LANDSCAPE
FORMS
DURA
BIKE
LOCKER

CONCORD

AMERICAN

FLAGPOLE
FROM
MANU.

STANDARD
COLORS

SITE LIGHTING LEGEND
SYM.

BOLLARD LIGHT PER ELEC. PLANS

DESCRIPTION
DET/

SHT COMMENTS

PARKING LOT LIGHT POLE
PER ELEC. PLANS
NOTE: SEE ELECTRICAL PLANS FOR FIXTURES, LAMPS, AND SPECS.

FLAGPOLE UPLIGHTS
PER ELEC. PLANS

TREE UPLIGHTS
PER ELEC. PLANS
WALL RECESSED STEP LIGHT PER ELEC. PLANS

SITE SYMBOLS LEGEND
SYM. DESCRIPTION SYM. DESCRIPTION DET.

EXISTING FIRE HYDRANT
NOTE: UTILITIES SHOWN ARE FOR REFERENCE ONLY. SEE CIVIL AND ELEC DWGS FOR DETAILS AND EXACT LOCATIONS. FINAL LOCATIONS TO BE REVIEWED BY LANDSCAPE ARCHITECT.

CATCH BASIN - PER CIVIL

CLEAN OUT - PER CIVIL
DIRECTION OF RAMP;

DOWN SLOPE

PLANTING AREA

SAWCUT JOINT

EXPANSION JOINT

PROPERTY LINE/
RIGHT OF WAY co
PA
REDUCED PRESSURE BACKFLOW PREV.

DOUBLE CHECK DETECTOR ASSEMBLY

FIRE DEPARTMENT CONNECTION

Page 156 of 256 ends

co co co co co co co co co co co co NO PARKING EV CHARGING ONLY EV CHARGING ONLY NO PARKING L1.01 MATERIALS PLAN AS NOTED © LPA, Inc.

Developed for Job Number Checked By Scale
Revision Date ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.comSubmittal Date 5301 California Avenue, Suite 100 Irvine, California 92617 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.

SANTA TERESA FIRE STATION
1330 WEST LUCHESSA AVENUE
GILROY, CA 95020
GRIFFIN STRUCTURES, INC. 33236 RF
70% SCHEMATIC DESIGN 03/10/2026
100% SD / BRIDGING DOCS 03/26/2026 NOTE DESCRIPTION COLOR / FINISH 01 DET/ SHT 0203040506070809101112131415161718192021 DET/ NOTE DESCRIPTION SHT ABCDEFGHJKLMNOPQRST COMMENTS EXISTING AC PAVING PROTECT IN PLACE EXISTING CONCRETE CURB PROTECT IN PLACE EXISTING CONCRETE GUTTER PROTECT IN PLACE EXISTING UTILITY PROTECT IN PLACE AC PAVING PER CIVIL CONCRETE CURB AND GUTTER PER CIVIL CONCRETE CURB RAMP PER CIVIL PAVEMENT STRIPING PER CIVIL WHEEL STOP PER CIVIL ACCESSIBLE PARKING SIGNAGE PER CIVIL EV CHARGER PER ELEC BIORETENTION BASIN PER CIVIL ELECTRICAL VAULT PER ELEC NATURAL GRAY/ MEDIUM BROOM DAVIS COLORS TBD/ TOPCAST O5 FEDERAL YELLOW/ WAUSAU TILE ADA-2 PAVERS COLOR/ FINISH COLOR/ FINISH REFER TO SITE FURNISHINGS LEGEND IN L0.01 CONCRETE PAVING CONCRETE ACCENT PAVING PRECAST TRUNCATED DOME PAVERS COBBLE CONCRETE STAIR CMU RETAINING WALL ALUMINUM EDGING HANDRAIL AT STAIR MOTORIZED SLIDING STEEL GATE BIKE RACK BIKE LOCKER FLAGPOLE WITH UPLIGHTS SITE LIGHTING REFER TO SITE FURNISHINGS LEGEND IN L0.01 REFER TO SITE FURNISHINGS LEGEND IN L0.01 REFER TO SITE FURNISHINGS LEGEND IN L0.01 REFERENCE KEYNOTE LEGEND MATERIALS KEYNOTE LEGEND EXISTING CONCRETE PAVING PROTECT IN PLACE CONCRETE CURB PER CIVIL SINGLE PEDESTRIAN GATE DOUBLE GATES AT EMERGENCY GENERATOR TOURNESOL KITSAP - ALUM FROM STANDARD COLORS METAL MODULAR RAISED PLANTERS EXISTING STREET LIGHT PROTECT IN PLACE SLIDING GATE OPERATOR SLIDEDRIVER II SD50 HYSECURITY GATE OPERATOR UPS BATTERY BACKUP DAVIS COLORS TBD TOPCAST 05 COLOR/ FINISH CMU FREESTANDING WALL CONCRETE PAVING AT RAMP COLOR TBD/ HIGH PERF COATING HANDRAIL AT RAMP NATURAL GRAY/ MEDIUM BROOM COLOR TBD/ HIGH PERF COATING EXPANDED METAL, COLOR TBD / HIGH PERF COATING -- EMERGENCY GENERATOR PER ELEC EXPANDED METAL, COLOR TBD / HIGH PERF COATING EXPANDED METAL, COLOR TBD / HIGH PERF COATING ANODIZED 8" THICK CARPORT STRUCTURE PER ARCH MECHANICAL UNIT PER MECHANICAL MATERIALS PLAN 1" = 20'-0" 05 SITE SYMBOLS LEGEND SYM. DESCRIPTION SYM. DESCRIPTION DET. EXISTING FIRE HYDRANT NOTE: UTILITIES SHOWN ARE FOR REFERENCE ONLY. SEE CIVIL AND ELEC DWGS FOR DETAILS AND EXACT LOCATIONS. FINAL LOCATIONS TO BE REVIEWED BY LANDSCAPE ARCHITECT. CATCH BASIN - PER CIVIL CLEAN OUT - PER CIVIL DIRECTION OF RAMP; DOWN SLOPE PLANTING AREA SAWCUT JOINT EXPANSION JOINT PROPERTY LINE/ RIGHT OF WAY co PA REDUCED PRESSURE BACKFLOW PREV. DOUBLE CHECK DETECTOR ASSEMBLY FIRE DEPARTMENT CONNECTION PA NEW FIRE STATION WEST LUCHESSA AVENUE LIMIT OF WORK

MILLER AVENUE N

LIMIT OF WORK LIMIT OF WORK
LIMIT OF WORK PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA 11 06 TYPM N 01 T 01 S L 13 08 L 01 08 16 15 01 H 01 01 1516 10 17 TYPK 09 08 HTYPL VEH H VEH 01 01 TYP 03 G G G N S 08 TYP 21 14 TYP 21 05 W/ INTEG. LIGHT 10 S (FUTURE) PL O 07 07 TYP 19 21 VEH 13 01 PA PA PA PA 12 12 02 18 20 17 08 TYP21 17 17 TYP03 TYPK K Q OF 7 PA A A F D C B BDC F E O O O B 01 J 04 TYP 04 04 TYP 04

Page 157 of 256 ends

co
co
co
co
co
co
co
co
co
co
co
co
NO

PARKING

EV CHARGING
ONLY

EV CHARGING

ONLY NO

PARKING
L7.01

PLANTING PLAN

AS NOTED
© LPA, Inc. Developed for
Job Number
Checked By
ScaleRevision Date

ARCHITECTURE ENGINEERING INTERIOR DESIGN

Project documents describe the design intent of the work and are not a representation of as-built or existing
conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. SANTA TERESA FIRE STATION 1330 WEST LUCHESSA AVENUE GILROY, CA 95020 GRIFFIN STRUCTURES, INC. 33236
RF 70% SCHEMATIC DESIGN 03/10/2026 100% SD / BRIDGING DOCS 03/26/2026 PLANTING PLAN 1" = 20'-0" 05

SHRUB LIST
S1 ARCTOSTAPHYLOS DENSIFLORA 'HOWARD MCMINN' /

HOWARD MCMINN MANZANITA

BACCHARIS PILULARIS 'TWIN PEAKS'/

TWIN PEAKS DWARF COYOTE BRUSH

CEANOTHUS GRISEUS HORIZONTALIS 'YANKEE POINT'/

YANKEE POINT CEANOTHUS

ILEX VOMITORIA 'NANA'/

DWARF YAUPON HOLLY

LANTANA MONTEVIDENSIS/

TRAILING LANTANA

LEUCOPHYLLUM FRUTESCENS/

TEXAS SAGE

LOMANDRA LONGIFOLIA 'BREEZE'/

DWARF MAT RUSH

LOROPETALUM CHINENSE/

CHINESE FRINGE FLOWER

MUHLENBERGIA CAPILLARIS/

PINK MUHLY

MYOPORUM PARVIFOLIUM/

CREEPING MYOPORUM

MYRTUS COMMUNIS 'COMPACTA'/

DWARF MYRTLE, GREEK OLIVE

OLEA EUROPAEA 'MONTRA'/

LITTLE OLLIE DWARF OLIVE

PHORMIUM TENAX 'BRONZE BABY'/

NEW ZEALAND FLAX

RHAMNUS CALIFORNICA 'EVE CASE'/

EVE CASE COFFEEBERRY

RHAPHIOLEPIS INDICA/

NDIAN HAWTHORN

SALVIA GREGGII/

AUTUMN SAGE

SALVIA LEUCANTHA 'SANTA BARBARA'/

SANTA BARBARA MEXICAN BUSH SAGE

WESTRINGIA FRUTICOSA 'MORNING LIGHT'/

MORNING LIGHT COAST ROSEMARY

ZAUSCHNERIA CALIFORNICA/

CALIFORNIA FUCHSIA
S2 ACHILLEA 'MOONSHINE'

YARROW 'MOONSHINE'

IRIS DOUGLASIANA

DOUGLAS IRIS

NEPETA X FAASSENII

CATMINT

SALVIA LEUCANTHA

MEXICAN BUSH SAGE

SALVIA SPATHACEA

HUMMINGBIRD SAGE

SANTOLINA CHAMECYPARISSUS

LAVENDER COTTON
75% TO BE 1 GAL
@ 24" O.C.
25% TO BE 5 GAL
@ 36" O.C.

TREE LIST (NCN.)- NO COMMON NAME (*)- UNLESS NOTED ON PLAN REF. SYM. COMMON NAME SPACING COMMENTS

BOTANICAL NAME/ SIZE/
WUCOLS

MEXICAN REDBUD

CERCIS CANADENSIS 'MEXICANA'/

L STANDARD
36" BOX/

MUSKOGEE CRAPE MYRTLE

LAGERSTROEMIA I 'MUSKOGEE'/

L MULTI TRUNK
36" BOX/

COAST LIVE OAK

QUERCUS AGRIFOLIA

L STANDARD
36" BOX/

CORK OAK
QUERCUS SUBER/ L STANDARD36" BOX/

PLANTING LEGEND
'DRAKE' CHINESE ELM
ULMUS P. 'DRAKE'/

L STANDARD
36" BOX/
T2
T1

RAISED PLANTERS
15% TO BE 1 GAL
@ 3' O.C.
70% TO BE 5 GAL
@ 4' O.C.
15% TO BE 15
GAL @ 6' O.C.

B1 CAREX TUMULICOMA

BERKELEY SEDGE

CHONDROPETALUM TECTORUM

CAPE RUSH

JUNCUS PATENS 'ELK BLUE'

GRAY RUSH
1 GAL @ 18" O.C.

BIORETENTION BASINS
H1 CALIFORNIA NATIVE NO MOW GRASS SEED MIXTURE
BY STOVER SEED (1.5 LBS / 1000SF)

HYDROSEED

NEW FIRE STATION
T1
T2
T1
S1
B1
S1
S1 S1 S1
N
B1
S2
B1 S1 B1
S2
S1
T1
T1
S1
S1
S2 S2
TYP.

TYP.

S1
S1
TYP.

TYP.

Page 158 of 256 ends

AC
NO

PARKING
EV

CHARGING
ONLY
EV

CHARGING
ONLY
NO

PARKING

04.01 04.01

32.02 32.02
1 EVCS
3 5
1 EVCS
1 1 ADA
1 ADA
W LUCHESSA AVE.

MILLER AVE.

PROPOSED NEW

BUILDING FIRE STATION

32.03 32.04

22.04 32.01

05.06 05.06

05.01 26.01
LIMIT OF WORK (L.O.W.)
# PARKING STALL COUNT

APPROXIMATE ROADWAY

CENTERLINE

PROPERTY LINE

1. SEE GENERAL NOTES ON G1.01.

2. FOR PARKING COUNTS, SEE G1.01.
1" = 20'-0"
SITE PLAN A0.21 05
Revision Date
408-780-7200 Office
60 South Market Street, Suite 1250
San Jose, California 95113

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

As indicated

SANTA TERESA FIRE STATION
1330 WEST LUCHESSA AVENUEGILROY, CA 95020
GRIFFIN STRUCTURES, INC.

SITE PLAN
A0.21
33236

MG / TP

KEYNOTES

04.01 4X16 CMU BLOCK SITE WALL.

05.01 CANTILEVERED COLUMN VEHICLE COVER, 13'-6" MIN, VERTICAL

CLEARANCE

05.06 CUSTOM METAL SLIDING GATE WITH PREFINISHED EXPANDED METAL PANELS (6'-0" H X 40'-0" L). GATE FRAME SHALL BE HSS 6X4 PERIMETER & AT PANEL JOINTS AND HSS 4X4 VERTICAL
INTERMEDIATE SUPPORTS.

22.04 OIL INTERCEPTOR PER PLUMBING DRAWINGS

26.01 ALTERNATE 1: PROVIDE COMPLETE PHOTOVOLTAIC ARRAY SYSTEM OVER PARKING CANOPY.

32.01 TRASH ENCLOSURE WITH ROOF COMPLIANT WITH LOCAL WASTE MANAGEMENT VENDOR REQUIREMENTS.

32.02 AC PAVING, SEE CIVIL DRAWINGS

32.03 APPARATUS VEHICLE WASH AREA

32.04 DRAIN FOR WASH AREA. CONNECTED TO FOX DRAIN SYSTEM TO DIVERT WATER TO SEWER WHEN HOSE BIB IS ACTIVATED.

LEGEND

GENERAL NOTES

PROJECT
NORT
N
H

TRASH ENCLOSURE WITH ROOF

IN COMPLIANCE WITH LOCAL

WASTE MANAGEMENT AND AHJ

REQUIREMENTS GENERATOR ENCLOSURE

Page 159 of 256 ends

W D
DW
REF.

MW
CM
HOSE

STORAGE
TVTV
MIRROR
MB
TV
TV
WH

EXTRACTOR
DRYING
RACK
.

RH
.

TV
AC
TV
MB
REF.

ICE
1 HOUR RATED WALL CONSTRUCTION

DENOTES MILLWORK

NON-RATED STUD WALL CONSTRUCTIONS

MASONRY BLOCK WALL CONSTRUCTION

1. ALL WALLS TO BE 6" STUD FRAMING AT PERIMETER WALLS WITH PLASTER OR METAL PANEL AND 4" STUD FRAMING AT INTERIOR WALLS WITH GYP AT

BOTH SIDES AND FULL THICKNESS BATT INSULATION, UNO

2. PROVIDE 6" HIGH CONCRETE CURBS @ ALL RESTROOMS, CUSTODIAL

CLOSETS, WATER HEATER CLOSETS, & SHOWER COMPARTMENTS, UNO

3. PROVIDE MOISTURE RESISTANT GYP BD IN ALL WET LOCATIONS, UNO.

4. PROVIDE CEMENTITIOUS BACKER BOARD @ ALL TILE WALL LOCATIONS, UNO

5. PROVIDE IMPACT RESISTANT GYP BOARD AT CORRIDORS AND HALLWAYS TO 4' A.F.F.

6. PENETRATIONS THROUGH RATED WALL CONDITIONS TO BE PROTECTED AS REQUIRED BY THE CBC. PROVIDE THE PENETRATIONS THROUGH RATED WALL CONDITIONS. FOR ALL RATED WALLS, PROVIDE THE FOLLOWING MARKINGS & IDENTIFICATIONS PER THE APPLICABLE CODES:

A. BE LOCATED WITHIN 15 FT OF THE END OF EA WALL & @ INTERVALS NOT EXCEEDING 30 FT MEASURED HORIZ ALONG THE WALL OR PARTITION.

B. INCLUDE LETTERING NOT LESS THAN 3" IN HEIGHT WITH A MIN 3/8"

STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING, "FIRE &/OR SMOKE BARRIER - PROTECT ALL OPENINGS", OR OTHER WORDING.
1 1
A A
A3.01
08 07 A3.01
A3.01
06 A3.01 05
5'-8"
2 2
3 3
4 4
5 5
6 6
B B
C C
D D
E E
F F
7 7
107'-4"

ACCESSIBLE

RESTROOM/
SHOWER
111

RESTROOM/
SHOWER
110

RESTROOM/
SHOWER
109

LAUNDRY/

JANITOR
108

ELECTRICAL
121
DORM
112
DORM
113
DORM
114
DORM
115
DORM
116 NONRATED

CORRIDOR
119

NON-RATED

CORRIDOR
107

TURNOUT
122

MEDICAL

STORAGE
124
DAY
ROOM
106
DINING
104
WEIGHT
ROOM
102
SHARED
OFFICE
101

CAPTAIN'S
OFFICE
117

APPARATUS
BAY
125

ACCESSIBLE

RESTROOM
131

DECONTAMINATION
130
WORK
ROOM
126
FIRE
RISER
129
AIR
COMP.
127
22'-0" 17'-9" 37'-1" 12'-8" 10'-0"
5'-8"

KITCHEN
103
STOR.
128
99'-6"
STOR.

CLOSET
118
05 A3.11
8 8
10'-3"
4'-0" 29'-6" 11'-0" 6'-4 1/2" 18'-8 3/4" 18'-8 3/4" 19'-0" 99'-6"
22'-0" 17'-9" 37'-1" 12'-8" 10'-0"
10'-3" 9'-5 5/8"
107'-4"
4'-0" 29'-6" 11'-0" 6'-4 1/2" 18'-8 3/4" 18'-8 3/4" 19'-0" EQ. EQ.

EQ. EQ.
07 A3.11
06 A3.11
5'-10"
4'-0" 2'-0" 2'-0"
3'-6"
EQ. EQ. 34'-1"
3'-6"
16'-6"
3'-10 1/2" 4'-0" 6'-0" 4'-0" 6'-0" 4'-0" 6'-0" 4'-0" 6'-0" 4'-0" 2'-1 1/2"
3'-0"
1'-5"
2'-3 1/2"
3'-0"
9'-4 1/2" 2'-1 1/2"
2'-8"
2'-0"
2'-8"
2'-0"
2'-8"
2'-0"
2'-8"
2'-0"
2'-8"
14'-9" EQ. 4'-0" EQ.

06.01 08.02

08.12 09.01

09.01 09.01
TYP.

11.01 22.01

12.01 09.01
1'-2 1/4"

05.05 09.01

09.01 12.01

08.01 08.01

08.01 MDF
123

10.01 09.04

05.05 06.02

08.09 08.10

NON-RATED

CORRIDOR
105

TO TOP OF HIGHEST OPERABLE PART
3'-4".

CUSTOM 18 GA BRUSHED
ST. STL. COVER FOR A

LARGE CONTROLLER
RECESSED J-BOX.

STANDARD 3 BUTTON DOOR
CONTROL PAD, TYP.

KEY LOCKOUT, TYP.

EQ.
10"
1'-0"
EQ.

FIN. FLR.

TO TOP OF HIGHEST OPERABLE PART
3'-4"
RED ACTIVATION BUTTON.

OPENS ALL 3 DOORS

SIMULTANEOUSLY
CUSTOM 18 GA BRUSHED
ST. STL. COVER FOR A

LARGE CONTROLLER
RECESSED J-BOX.

STANDARD 3 BUTTON DOOR
CONTROL PAD, TYP.

KEY LOCKOUT, TYP.

EQ. EQ.

EQ. EQ.
1'-2"
1'-2"
FIN. FLR.

OPERATIONAL NOTE: THE 3RD

DOOR CONTROL SERVES TO OPEN

VEHICULAR EGRESS SITE GATE
Revision Date
408-780-7200 Office
60 South Market Street, Suite 1250
San Jose, California 95113

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

As indicated

SANTA TERESA FIRE STATION
1330 WEST LUCHESSA AVENUEGILROY, CA 95020
GRIFFIN STRUCTURES, INC.

FLOOR PLAN
A2.01
33236

MG / TP

KEYNOTES

05.05 ROOF ACCESS LADDER.

06.01 PULLOUT TRASH/ RECYCLE/ COMPOST MILLWORK

06.02 3 SEPARATE TALL CABINETS, LOCKABLE FOR PANTRY STORAGE.

08.01 EMERGENCY ESCAPE CASEMENT WINDOW WITH MINIMUM 5 SF NET CLEAR OPENING AND COMPLIANT PER CBC R310.

08.02 TEMPERED MIRRORS.

08.09 FRONT DOOR COMMON CONTROL PANEL, SEE 08/A2.01

08.10 REAR DOOR COMMON CONTROL PANEL, SEE 12/A2.01

08.12 STOREFRONT WINDOW SYSTEM

09.01 PROVIDE BACKING FOR TV MONITORS.

09.04 LEVEL 5 FINISH.

10.01 CUSTOM SIGNAGE PIECE, $3,000 HOLD

11.01 GEARGRID STANDARD TURNOUT LOCKERS.

12.01 4' X 6' BACK PAINTED MAGNETIC GLASS BOARD.

22.01 WATER BOTTLE FILLING STATION, RECESSED MECHANICAL PUSH BAR ACTUATOR.

LEGEND

GENERAL NOTES
1/8" = 1'-0"
FLOOR PLAN A2.01 05 PROJECT NORTH
N
1" = 1'-0"
COILING DOOR CONTROLS - REAR A2.01 12
1" = 1'-0"
A2.01 08

COILING DOOR CONTROLS -
FRONT
NTS

Page 160 of 256 ends

M M
M
WP
WP
J
J
1 1
A A
A3.01
08 07 A3.01
A3.01
06 A3.01 05
2 2
3 3
4 4
5 5
6 6
B B
C C
D D
E E
F F
7 7
05 A3.11
8 8
07 A3.11
06 A3.11
53'-4"
107'-8"
42'-4" 11'-0"
66'-0"
45'-8 1/2"
18'-1"

07.03 07.05
15'-0" TOP OF WALL
2" / 12" 2" / 12"
2" / 12"
2" / 12"
2" / 12"
2" / 12"
2" / 12"
2" / 12" 2" / 12" 2" / 12" 2" / 12"

07.05 11'-6"

07.08 1'-10 1/2"
1'-10 1/2"
1'-2 1/2"

08.03 18'-0" TO B.O. SOFFIT
18'-0" TO B.O. SOFFIT
10'-8" TO B.O. SOFFIT
10'-8" TO B.O. SOFFIT
10'-8" TO B.O. SOFFIT

07.01 07.02

07.02 48'-7"
15'-11"

07.02 07.01
3/8"/ 12" 3/8"/ 12"

07.02 07.02

07.01 3/8"/ 12"
3/8"/ 12"
1/4"/ 12"
1/4"/ 12"
1/4"/ 12" 1/4"/ 12"

08.03 4'-0"
4'-0"
8'-0"
4'-0"
8'-0"
4'-0"
8'-0"
4'-0"
4'-0"
4'-0"
8'-0"
4'-0"
3/8"/ 12"
3/8"/ 12"
1'-1" 5'-4 3/8"

07.06 07.07 07.01

07.07 26.02

26.02 05.07

05.07 2'-9 3/4"
2'-6 3/8"

07.04 07.04

23.02 INSULATED METAL PANEL ROOFING
BASIS OF DESIGN: AEP SPAN SPAN-LOK, COLOR SLATE GRAY
SINGLE PLY ROOFING OVER R30 RIGID

INSULATION (POLYISO) OVER ROOF DIAPHRAGM

EDGE OF EXTERIOR WALL BELOW

EDGE OF ROOF BELOW

ROOF CRICKET
3/8" / FOOT SLOPE

ROOF DRAIN

1. EXTERIOR WALL INSULATION TO BE MIN R-30.

2. ROOF INSULATION TO BE MIN R-18.
1/8" = 1'-0"
ROOF PLAN A2.02 05
Revision Date
408-780-7200 Office
60 South Market Street, Suite 1250
San Jose, California 95113

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

SANTA TERESA FIRE STATION
1330 WEST LUCHESSA AVENUEGILROY, CA 95020
GRIFFIN STRUCTURES, INC.

ROOF PLAN
A2.02
33236

MG / TP

KEYNOTES

05.07 PROVIDE 2 ROWS OF 12' L UNISTRUT RAIL ATTACHED TO INSIDE OF ROOF WELL PARAPET WALLS. CONFIRM LOCATION WITH CITY FOR

ANTENNA LOCATION & AIMING DIRECTION

07.01 4" MIN. WIDE GUTTER WITH 1/8" PER FOOT SLOPE, PER 19/A3.01

07.02 3" MIN. DIAMETER DOWNSPOUT.

07.03 FLAT ROOF ASSEMBLY.

07.04 SHEET METAL FASCIA PREFINISHED TO MATCH STANDING SEAM METAL ROOF (22 GA MIN) PER 19/A3.01 DETAIL A

07.05 20 GA. PREFINISHED SHEET METAL WALL CAP.

07.06 SHEET METAL ROOF DIVERTER

07.07 5/16" BLACK OXIDE CHAIN DOWNSPOUT

07.08 FLAT ROOF ASSEMBLY. SLOPE STRUCTURE TO PROVIDE DRAINAGE.

08.03 ROOF ACCESS HATCH.

23.02 MECHANICAL HVAC EQUIPMENT.

26.02 PROVIDE WEATHERPROOF GFCI ROOF TOP RECEPTACLE AS
REQUIRED. VERIFY EXACT MOUNTING LOCATIONS WITH OWNER
LEGEND

GENERAL NOTES

PROJECT NORTH
N

Page 161 of 256 ends

W D
DW
REF.

CM
WH
.

RH
.

AC
REF.

ICE
CG
CG
CGCG
CGCG
CG CG

CGCG CG
CG
CG
CG
CG
CGCG
CGCGCG
CGCG

CGCGCG CG
CG
CG
CG CG

DENOTES MILLWORK - SEE BOD NARRATIVE

FINISH TAG

FINISH CODE

FLOOR TRANSITION

CORNER GUARD
CG
?
GENERAL FINISHES: ALL WALLS TO BE PAINTED (P-1), UNO ALL FLOORING TO BE (PC-1), UNO ALL BASE TO BE (B-1), UNO.

1. DESIGN-BUILD ENTITY SHALL PROVIDE SHOP DRAWINGS FOR EDGE CONDITIONS AND DIRECTION OF INSTALLATION OF ALL FLOOR FINISHES.

2. ACCESS PANELS: PAINT TO MATCH ADJACENT WALL/SOFFIT, WHERE OCCURS.

3. WINDOW COVERINGS: SEE REFLECTED CEILING PLAN FOR LOCATIONS AND TYPE.

4. TILE APPLICATION: SEAL ALL FLOOR AND WALL GROUT AROUND PLUMBING AND WET AREAS. SEAL GROUT PER MANUFACTURER’S SPECIFICATIONS.

ARCHITECT TO APPROVE TILE MOCK-UP BEFORE INSTALLATION.

5. FLOOR: CONTINUE FLOOR FINISH UNDER COUNTERS WHERE BASE CABINETS

ARE NOT SHOWN, UNDER ACCESSIBLE SINK CABINETS, AND INTO EQUIPMENT AREAS UNDER UPPER CABINETS.

6. FLOOR: PROVIDE 'FEATHER UP' TRANSITION AT ALL DOORS WHEN THERE IS A DIFFERENCE OF 1/4" OR MORE TO MEET ACCESSIBLE REQUIREMENTS AT A MINIMUM.

7. MATERIAL DIRECTIONAL INSTALLATION: IF THE INSTALLATION DIRECTION IS

NOT INDICATED ON PLANS, CONTACT ARCHITECT FOR CLARIFICATION PRIOR TO INSTALLATION.

8. ALL INTERIOR WALL, FLOOR, AND CEILING FINISH MATERIALS TO COMPLY WITH SECTION 803 - IN ACCORDANCE WITH ASTM E-84 NFPA 286 WITH ALL FINISHES IN RATED CONDITIONS CLASSIFIED AS CLASS "A" FLAME SPREAD AND SMOKE DENSITY. INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS ARE NOT TO EXCEED CLASS "B." CORRIDORS AND

ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS ARE TO NOT TO EXCEED CLASS "C."

9. INTERIOR WALL AND CEILING FINISH MATERIAL CLASS PER 803.13 IS TO MEET

FLAME SPREAD AND SMOKE DENSITY IN ACCORDANCE WITH CBC TABLE 803.1.2.

10. CURTAIN, DRAPERIES, FABRIC HANGINGS AND SIMILAR COMBUSTIBLE

DECORATIVE MATERIALS SUSPENDED FROM WALLS OR CEILINGS SHALL COMPLY WITH FIRE CODE SECTION 807 AND MEET THE FLAME PROPAGATION PERFORMANCE CRITERIA OF NFPA 701.
11 AA
2233445566
BB
CC
DD
EE
FF
77 FIRE
RISER
129

DECONTAMINATION
130

ACCESSIBLE

RESTROOM
131
WORK
ROOM
126
AIR
COMP.
127

CAPTAIN'S
OFFICE
117
WEIGHT
ROOM
102
MDF
123

MEDICAL

STORAGE
124
SHARED
OFFICE
101
DORM
116
DORM
115
DORM
114
DORM
113
DORM
112

LAUNDRY/

JANITOR
108

RESTROOM/
SHOWER
109

RESTROOM/
SHOWER
110

ACCESSIBLE

RESTROOM/
SHOWER
111

TURNOUT
122

ELECTRICAL
121
DAY
ROOM
106

KITCHEN
103
DINING
104

APPARATUS
BAY
125
NONRATED

CORRIDOR
119

NON-RATED

CORRIDOR
107

NON-RATED

CORRIDOR
105
88 STOR.
128
STOR.

CLOSET
118
SDT
RB-1
PC-1
AWP-1
P-3
PC-1
PC-1
T-1
PC-1
PC-1
PC-1
PC-1
PC-1
PC-1
PC-1
PC-1
PC-1
PC-1
PC-1
SC-1
PC-1
PC-1
PC-2
PC-2
PC-2
SC-1
PC-2 SC-1
PC-2
WP-1
B-2
WP-1
WP-1 WP
-1
WP-1
WP-1
WP-1
WP-1 WP-1
WP-1
WP-1
PC-2
FRP
PC-2
WP-2
FRP
B-2
P-2
P-2P3 P-3 P-3 P-3 P-3
RF-1
RF-1
WP-2
WP-2
B-3
PC-1
WP-2
RF-1
B-3
PC-1
WP-2
RF-1
B-3
B-3

09.05 Revision Date
408-780-7200 Office
60 South Market Street, Suite 1250
San Jose, California 95113

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

SANTA TERESA FIRE STATION
1330 WEST LUCHESSA AVENUEGILROY, CA 95020
GRIFFIN STRUCTURES, INC.

FLOOR FINISHES PLAN
A2.21
33236

MG / TP

KEYNOTES

09.05 PROVIDE FULL HEIGHT STAINLESS STEEL BACKSPLASH AT FULL WIDTH OF RANGE HOOD.

LEGEND

GENERAL NOTES
1/8" = 1'-0"
FLOOR FINISHES PLAN A2.21 05 PROJECT NORTH N

Page 162 of 256 ends

CLNG CLNG
GYP-1 - FRAMED GYP
BD CLG
ACT-1
2 X 2 SUSPENDED ACOUSTICAL CEILING TILE
GYP-2 - FRAMED

MOISTURE-RESISTANT
GYP BD CLG.

CENTER DEVICES ON CLG TILE - TYP
INCLUDED BUT NOT LIMITED TO THE FOLLOWING:

SPRINKLER, FIRE STROBE, SPEAKERS, DAYLIGHT &
OCCUPANCY SENSORS.

EXIT SIGN. REFER TO ELEC.
9'-0"
XXX-1

TYP CLG HEIGHT, UNO

TYP CLG TYPE, UNO
EQ EQ
EQ EQ

ACCESS PANEL
1 1
A A
2 2
3 3
4 4
5 5
6 6
B B
C C
D D
E E
F F
7 7

ACCESSIBLE

RESTROOM
131
WORK
ROOM
126
AIR
COMP.
127

CAPTAIN'S
OFFICE
117
WEIGHT
ROOM
102
MDF
123

MEDICAL

STORAGE
124
DORM
116
DORM
115
DORM
114
DORM
113
DORM
112

LAUNDRY/

JANITOR
108

RESTROOM/
SHOWER
109

RESTROOM/
SHOWER
110

ACCESSIBLE

RESTROOM/
SHOWER
111

TURNOUT
122

ELECTRICAL
121
DAY
ROOM
106

KITCHEN
103
DINING
104

APPARATUS
BAY
125
NONRATED

CORRIDOR
119

NON-RATED

CORRIDOR
105
FIRE
RISER
129

DECONTAMINATION
130
SHARED
OFFICE
101

NON-RATED

CORRIDOR
107
8 8
STOR.
128
STOR.

CLOSET
118
10' - 0"
ACT-1
8' - 0"
GYP-1
8' - 0"
ACT-1
8' - 0"
ACT-1 8' - 0"
ACT-1
8' - 0"
GYP-1
9' - 0"
ACT-1 8' - 0"
ACT-1
8' - 0"
ACT-1
8' - 0"
ACT-1
8' - 0"
ACT-1
8' - 0"
ACT-1
8' - 0"
ACT-1
8' - 0"
ACT-1
8' - 0"
ACT-1
8' - 0"
GYP-2
8' - 0"
GYP-1
8' - 0"
GYP-2
8' - 0"
GYP-2
8' - 0"
GYP-2
8' - 3"
GYP-2
8' - 0"
GYP-2
8' - 0"
GYP-1
8' - 0"
GYP-1
9' - 0"
GYP-1
9' - 0"
ACT-1

08.03 05.05

05.05 08.03

09.03 09.02

09.02 09.02

09.02 12.07

12.07 12.07

12.07 12.07
8' - 0"
GYP-1
8' - 0"
GYP-1
8' - 2"
GYP-1
Revision Date
408-780-7200 Office
60 South Market Street, Suite 1250
San Jose, California 95113

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

SANTA TERESA FIRE STATION
1330 WEST LUCHESSA AVENUEGILROY, CA 95020
GRIFFIN STRUCTURES, INC.

REFLECTED CEILING
PLAN
A2.31
33236

MG / TP

KEYNOTES

05.05 ROOF ACCESS LADDER.

08.03 ROOF ACCESS HATCH.

09.02 OPEN CEILING, PAINT EXPOSED STRUCTURE.

09.03 ALL EXPOSED DUCTWORK, PIPING, CONDUIT, CABLE TRAYS,

SUSPENSION WIRES, STRUTS, FRAMING, STUDS, EQUIPMENT AND DEVICES ABOVE 10'-0" TO ORGANIZED/ BUNDLED TOGETHER IN
CLEAN PATHS AND MOUNTING SUPPORTS. TO BE PAINTED.

12.07 MANUAL WINDOW SHADES.

LEGEND

GENERAL NOTES
1/8" = 1'-0"
FIRST FLOOR REFLECTED CEILING PLAN A2.31 05 PROJECT NORTH N

Page 163 of 256 ends

WP WP
WP
WP
WP
WP
J
M
M
M
M
M
M
M
M
M
M
M
M
M
M
J
J
J
J
J
J
J
CLNG
J J J
J J J
WP WP
J
J
CLNG
CLNG

CLNG CLNG CLNG
W D
DW
REF.

MW
CM
HOSE

STORAGE
TVTV
MIRROR
COMP
MB
TV

PRINTER

PRINTER
TV
COMP
COMP
COMP
COMP
WH

EXTRACTOR
DRYING
RACK
COMP
. RH
. TV
AC
TV
MB
REF.

ICE
1 1
A A
2 2
3 3
4 4
5 5
6 6
B B
C C
D D
E E
F F
7 7
WEIGHT
ROOM
102
8 8

CHARGING
FIRE
RISER
129

DECONTAMINATION
130

ACCESSIBLE

RESTROOM
131
WORK
ROOM
126
AIR
COMP.
127

CAPTAIN'S
OFFICE
117
MDF
123

MEDICAL

STORAGE
124
SHARED
OFFICE
101
DORM
116
DORM
115
DORM
114
DORM
113
DORM
112

LAUNDRY/

JANITOR
108

RESTROOM/
SHOWER
109

RESTROOM/
SHOWER
110

ACCESSIBLE

RESTROOM/
SHOWER
111

TURNOUT
122

ELECTRICAL
121
DAY
ROOM
106

KITCHEN
103
DINING
104

APPARATUS
BAY
125
NONRATED

CORRIDOR
119

NON-RATED

CORRIDOR
107

NON-RATED

CORRIDOR
105
STOR.

CLOSET
118
STOR.
128
08 09
14 14
14 14
14 16
14 16
22 22
20 18
21 19
17 23
07 01
05 03
06 02
04 28
10 22 26
22 29
30 31
13 26.03
TYP.

12.06 TYP.

12.06 09.04

12.09 22
22 12.10

12.10 02

10.01 12

11.03 11.04

27.04 27.05

11.03 11.04

27.03 EQUIPMENT TAG - SEE SCHEDULE ON THIS SHEET

KEYNOTE - DESIGN-BUILD ENTITY FURNISHED AND

DESIGN-BUILD ENTITY INSTALLED
1i
?
Revision Date
408-780-7200 Office
60 South Market Street, Suite 1250
San Jose, California 95113

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

SANTA TERESA FIRE STATION
1330 WEST LUCHESSA AVENUEGILROY, CA 95020
GRIFFIN STRUCTURES, INC.

EQUIPMENT/

FURNITURE PLAN
A2.41
33236

MG / TP

KEYNOTES

09.04 LEVEL 5 FINISH.

10.01 CUSTOM SIGNAGE PIECE, $3,000 HOLD

11.03 CORD REEL ASSEMBLY AT +10' A.F.F., PROVIDE BACKING AS REQUIRED. BOD REELCRAFT, MODEL L 4545 123 9G

11.04 COMPRESSED AIR HOSE REEL AT +10' A.F.F., PROVIDE BACKING AS REQUIRED. BOD REELCRAFT RS7650 OLP

12.06 HEAVY DUTY STEEL SHELVING. 48"WX16"D

12.09 MIRROR FULL HEIGHT

12.10 MARKER BOARD

26.03 PROVIDE POWER AND DATA FOR OFOI RADIO CHARGING
EQUIPMENT (2 DOUBLE
DUPLEX OUTLETS & 2 DOUBLE DATA OUTLETS, MIN. EACH

LOCATION)

27.03 GPS REPEATER AT 12' AFF, POWER & RACEWAY TO ROOF WELL

ABOVE WITH WEATHER HEAD

27.04 PROVIDE (3) 3" CONDUIT, BUSHING, AND WEATHERHEAD WITH

PULLSTRING TO ROOF FOR WIRELESS REPEATER PROVISIONS
MOUNTED AT 16' AFF. COORDINATE

EXACT LOCATION OF CONDUIT STUB UPS WITH OWNER PRIOR TO
ROUGH IN AND INSTALLATION. COORDINATE TERMINATION WITH
OWNER FOR LOCATION & DIRECTION FOR ANTENNA.

27.05 FIRE STATION ALERTING SCREEN, PROVIDE POWER AND C.O. FOR

DATA CABLING PER STATION ALERTING REQUIREMENTS

GENERAL NOTES
1/8" = 1'-0"
EQUIPMENT PLAN A2.41 05
LEGEND

FURNITURE & EQUIPMENT SCHEDULE
TAG # EQUIPMENT DESCRIPTION OFOI CFCI
01 DISHWASHER BUILT IN WITH TRIM KIT - ADA HT. ASKO 24" 30 SERIES DB 16631S X 02 REFRIGERATOR 25 CU FT FRENCH DOOR WRF535SWH X
03 MICROWAVE DRAWER WITH BUILT IN WITH TRIM KIT HMB30155UC X 04 WATER BOTTLE
FILLER

PROVIDE WATER LINE & BOTTLE FILLING STATION PER PLUMBING X 05 ELECTRIC RANGE WOLF 36" PROFESSIONAL INDUCTION RANGE, IR36551/S/P X 06 RANGE HOOD WOLF 36" PRO WALL HOOD - 27" DEPTH WITH 1200 CFM INTERNAL BLOWER.

PROVIDE DUCTED VENTILATION TO ROOF.

X
07 COFFEE MAKER DBE TO PROVIDE WATER CONNECTION PER PLUMBING X 08 WASHER LG-WM8980HVA WASHER, GC TO VERIFY SIZE AND PROVIDE POWER/ DATA

CONNECTION
X
09 DRYER LG-DLEX8900B DRYER, GC TO VERIFY SIZE AND PROVIDE POWER/ DATA

CONNECTION
X
10 HEAVY DUTY

EXTRACTOR

VERIFY SIZE, CLEARANCES, AND PROVIDE POWER/ DATA CONNECTION READY RACK, EW35G SOFT-MOUNT EXTRACTOR 5.2 CU FT.

X
12 ICE MAKER VERIFY SIZE, CLEARANCES, AND PROVIDE POWER CONNECTION X 13 AIR COMPRESSOR VERIFY SIZE, CLEARANCES, AND PROVIDE POWER CONNECTION X 14 COMPUTER DBE TO PROVIDE POWER AND DATA CONNECTIONS X 16 PRINTER DBE TO PROVIDE POWER AND DATA CONNECTIONS X
17 PRESS BENCH EXERCISE EQUIPMENT X
18 LIFTING BENCH EXERCISE EQUIPMENT X
19 ELLIPTICAL BIKE DBE TO PROVIDE POWER CONNECTION X
20 TREADMILL DBE TO PROVIDE POWER CONNECTION X
21 ROW MACHINE EXERCISE EQUIPMENT X
22 TELEVISION PROVIDE WALL POWER AND AV/DATA CONNECTIONS. X 23 WEIGHT RACK EXERCISE EQUIPMENT X
26 HOSE STORAGE RACK GROVES FIRE HOSE STORAGE RACK: MOBILE FIRE HOSE RACK, 3000 FT, 104 IN X 87 IN
X
28 DRYER CABINET READY RACK, SMART-DRY 6 ALL-PURPOSE DRYING CABINET X 29 TRASH BIN X
30 RECYCLE BIN X
31 COMPOST BIN X
NOTE: DBE TO PROVIDE "CFCI" EQUIPMENT.

Page 164 of 256 ends

FIRST FLOOR
0'-0"
1 LOW EAVE
10'-8"
7 6 5 4 3 2

HIGH EAVE
18'-0"
8 07
A3.11
06 A3.11

PARAPET
15'-0"

07.05 08.07 08.07 07.01 08.12

07.01 19
A3.01

07.02 07.02 08.12
EQ. EQ.

C.L.

07.07 EQ EQ
C.L.

FIRST FLOOR
0'-0"
1 LOW EAVE
10'-8"
2 3 4 5 6 7

HIGH EAVE
18'-0"
07 8
A3.11
06 A3.11

FLAT ROOF
2"15'-0"
/ 12"
2" / 12"
2" / 12"
2" / 12"
2" / 12"

07.01 07.05

08.07 08.07 08.12

08.12 EQEQ

07.02 C.L.

POLYMER MODIFIED FIBERGLASS REINFORCED
PLASTER (PL-1); PAINTED

INSULATED METAL PANEL ROOFING
BASIS OF DESIGN: AEP SPAN APAN-LOK, COLOR SLATE GRAY
INSULATED LOW-E VISION GLAZING (GL-1)

DRIFT JOINT
4X16X8 CMU BLOCK

1. EXTERIOR WALL ASSEMBLY INSULATION TO BE MIN R-19.

2. ROOF ASSEMBLY INSULATION TO BE MIN R-30.

FIRST FLOOR
0'-0"
A

LOW EAVE
10'-8"

F E D C B

HIGH EAVE
18'-0"
05 A3.11

FLAT ROOF
2 15'-0"
" / 12"
2" / 12"
2" / 12"
2" / 12"
2" / 12"

07.01 07.01

07.01 08.12

07.02 07.02

FIRST FLOOR
0'-0"
A

LOW EAVE
10'-8"

B C D E F

HIGH EAVE
18'-0"
05 A3.11
2" / 12"
2" / 12"
2" / 12"
2" / 12"
2" / 12"

07.04 07.04

10.03 07.05

07.05 8'-0"

10.02 3'-0"
TYP.

08.06 08.01
TYP.

08.06 17
A3.01
18 A3.01

07.07 07.07

07.04 07.02

SEALANT & BACKER ROD

EXTERIOR INTERIOR

CMU W/ WEATHERED JOINT
(TYP)
1/4"/ 1'
1"
1"
2 1/2"
5/8" GYP BD

METAL STUD FRAMED WALL W/

FULL THICKNESS BATT

INSULATION
1/2"
1/2"

OPERTABLE/ FIXED WINDOW
ASSEMBLY, AS OCCURS. SHIM
18 GA. PREFINISHED SHEET AS REQUIRED

METAL SILL FLASHING W/

DAM AT WINDOW SILL &
HEMMED DRIP 16 GA. CLEAT

SEALANT & BACKER ROD

EXTERIOR INTERIOR

WEATHER BARRIER EXTEND

OVER EDGE OF FLASHING
MEMBRANE, LAP 2" MIN. OVER

FLASHING
1/4"/ 1'

OPERABLE/ FIXED WINDOW
ASSEMBLY, AS OCCURS.

SHIM AS REQUIRED
1/4"

LINE OF JAMB SHEET METAL

FLASHING BEYOND, SIM TO
HEAD
LINE OF C.M.U. BEYOND
18 GA. PREFINISHED SHEET

METAL HEAD EXTENDING

BEYOND & JAMB FLASHING
SILL & HEMMED DRIP 16 GA.

CLEAT

EXTERIOR PLASTER SYSTEM
O/ WRB SYSTEM O/ EXT. GYP.
& C.I.

VARIES PER PLAN

FRY REGLET VENTED
REVEAL FPM-75-V-100,

PREFINISHED TO MATCH

PLASTER

STANDING SEAM METAL ROOF, WITH

DOWNTURNED EAVE EDGE, OVER

ROOF UNDERLAYMENT
22 GA. SHEET METAL GUTTER LINER
PREFINISHED WHITE. VARIABLE SLOPE
TO DRAIN 1/8" / FT MIN SLOPE
20 GA. SHEET METAL GUTTER

PREFINISHED TO MATCH ROOF PANEL

CHAIN DOWNSPOUT WHERE OCCURS
16 GA CONT.

CLEAT
SHEET
METAL

FLASHING

TO MATCH
GUTTER

SEE DETAIL A FOR

CONDITION WHERE

GUTTER DOES NOT
OCCUR

DETAIL A
1" W X 20 GA. SHEET METAL GUTTER
BRACKET AT 36" O.C., PREFINISHEF TO

MATCH ROOF
1/8" = 1'-0"
EXT ELEVATION - NORTH A3.01 08
1/8" = 1'-0"
EXT ELEVATION - SOUTH A3.01 06
Revision Date
408-780-7200 Office
60 South Market Street, Suite 1250
San Jose, California 95113

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

As indicated

SANTA TERESA FIRE STATION
1330 WEST LUCHESSA AVENUEGILROY, CA 95020
GRIFFIN STRUCTURES, INC.

EXTERIOR ELEVATIONS
A3.01
33236

MG / TP

KEYNOTES

07.01 4" MIN. WIDE GUTTER WITH 1/8" PER FOOT SLOPE, PER 19/A3.01

07.02 3" MIN. DIAMETER DOWNSPOUT.

07.04 SHEET METAL FASCIA PREFINISHED TO MATCH STANDING SEAM METAL ROOF (22 GA MIN) PER 19/A3.01 DETAIL A

07.05 20 GA. PREFINISHED SHEET METAL WALL CAP.

07.07 5/16" BLACK OXIDE CHAIN DOWNSPOUT

08.01 EMERGENCY ESCAPE CASEMENT WINDOW WITH MINIMUM 5 SF NET CLEAR OPENING AND COMPLIANT PER CBC R310.

08.06 FIXED WINDOW OF SIMILAR TYPE TO OPERABLE WINDOWS.

08.07 SECTIONAL HIGH RISE DOOR, WITH GLAZED PANELS. MOTORIZED

WITH CENTRAL COMMON DOOR OPENING CONTROL PANEL FOR
FRONT DOORS.

08.12 STOREFRONT WINDOW SYSTEM

10.02 12" TALL X 2" DEEP PIN-MOUNTED ALUMINUM BUILDING ADDRESS.

PROVIDE HALO-LIT, INTERNALLY ILLUMINATED COPY. COORDINATE FINAL LOCATION AND QUANTITIES WITH AHJ.

10.03 12" TALL X 1/2" THICK ALUMINUM PIN-MOUNTED (1" OFF MOUNTING SURFACE) BUILDING SIGNAGE. PROVIDE EXTERNAL ILLUMINATION FROM PLANTER BELOW.

LEGEND

GENERAL NOTES
1/8" = 1'-0"
EXT ELEVATION - EAST A3.01 07
1/8" = 1'-0"
EXT ELEVATION - WEST A3.01 05 3" = 1'-0"WINDOW SILL A3.01 17 3" = 1'-0"
WINDOW HEAD A3.01 18
3" = 1'-0"
CONCEALED GUTTER A3.01 19

Page 165 of 256 ends

1. EXTERIOR WALL ASSEMBLY INSULATION TO BE MIN R-19.

2. ROOF ASSEMBLY INSULATION TO BE MIN R-30.

FIRST FLOOR
0'-0"
1 LOW EAVE
10'-8"
2 3 4 5 6 7

HIGH EAVE
18'-0"
8 07
A3.11
06 A3.11

DECONTAMINATION
130

APPARATUS
BAY
125 MDF
123
DAY
ROOM
106

NON-RATED

CORRIDOR
105
SHARED
OFFICE
101
10'-6"

FIRST FLOOR
0'-0"
A

LOW EAVE
10'-8"

F E D C B

HIGH EAVE
18'-0"
05 A3.11

APPARATUS
BAY
125

FIRST FLOOR
0'-0"
A

LOW EAVE
10'-8"

F E D C B

HIGH EAVE
18'-0"
05 A3.11

KITCHEN
103
DINING
104
DAY
ROOM
106

NON-RATED

CORRIDOR
107

LAUNDRY/

JANITOR
108

RESTROOM/
SHOWER
109

RESTROOM/
SHOWER
110

ACCESSIBLE

RESTROOM/
SHOWER
111
Revision Date
408-780-7200 Office
60 South Market Street, Suite 1250
San Jose, California 95113

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

SANTA TERESA FIRE STATION
1330 WEST LUCHESSA AVENUEGILROY, CA 95020
GRIFFIN STRUCTURES, INC.

BUILDING SECTIONS
A3.11
33236

MG / TP

KEYNOTES
LEGEND

GENERAL NOTES
1/8" = 1'-0"
LONGITUDINAL SECTION A3.11 05
1/8" = 1'-0"
TRANSVERSE SECTION 02 A3.11 07
1/8" = 1'-0"
TRANSVERSE SECTION 01 A3.11 06

Page 166 of 256 ends

1. ALL CONSTRUCTION & MATERIALS SHALL BE AS SPECIFIED & IN ACCORDANCE

W/ ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS, & THE CONTRACT DOCUMENTS.

2. THE DESIGN-BUILD ENTITY (DBE) SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE.

3. THE DBE SHALL VERIFY ALL SITE CONDITIONS & DIMENSIONS, & EXACT LOCATIONS & ELEVATIONS OF PIPING BEFORE STARTING WORK. SHOULD A

DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR BETWEEN THE

CONTRACT DOCUMENTS & EXG CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED.

4. THE DBE SHALL ACQUIRE & PAY FOR ALL PERMITS & FEES.

5. COORDINATE MECHANICAL WORK W / ALL OTHER TRADES (ELECTRICAL, ARCHITECTURAL, STRUCTURAL, CIVIL, & LANDSCAPE). REFER TO ELECTRICAL,

ARCHITECTURAL,STRUCTURAL, CIVIL, & LANDSCAPE DWGS & SPECIFICATIONS FOR DETAILS. COORDINATION SHALL OCCUR PRIOR TO FABRICATION, PURCHASE, &/OR INSTALLATION OF ALL WORK.

6. COORDINATE MECHANICAL, ELECTRICAL, PLUMBING, & FIRE PROTECTION SYSTEM ROUTING PRIOR TO INSTALLATION. DUCTWORK ROUTING TAKES PRECEDENCE OVER OTHER DISCIPLINES INCLUDING FIRE PROTECTION. DWGS ARE DIAGRAMMATIC IN NATURE. PROVIDE ALL FITTINGS, TRANSITIONS &/OR OFFSETS AS REQ FOR A COMPLETE SYSTEM.

7. PRIOR TO COMMENCING ANY WORK VERIFY ALL EQUIPMENT LOCATIONS W/ THE DBE, OTHER TRADES, ARCHITECT & STRUCTURAL ENGINEER.

8. MECHANICAL SYSTEMS SEISMIC RESTRAINTS SHALL CONFORM TO "SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS" AS PUBLISHED BY SMACNA 3RD EDITION 2008, ANSI/SMACNA 001-2008.

9. THE DBE IS RESPONSIBLE FOR THE SAFE KEEPING OF HIS OWN PROPERTY ON THE JOB SITE. OWNER ASSUMES NO RESPONSIBILITY FOR THE PROTECTION

OF PROPERTIES AGAINST, FIRE, SMOKE, THEFT, & ENVIRONMENTAL CONDITIONS.

10. MECHANICAL MATERIALS, EQUIPMENT, DUCTWORK & PIPING SHALL BE STORED IN ORDERLY PROFESSIONAL FASHION. ALL ITEMS SHALL BE COVERED & PROTECTED FROM RAIN & ALL OTHER ENVIRONMENTAL CONDITIONS.

11. VERIFY & COORDINATE THE MAINTENANCE ACCESS & CODE REQ CLEARANCES FOR ALL MECHANICAL EQUIPMENT. INSTALL ALL WORK &

COORDINATE THE W ORK OF OTHER TRADES TO MAINTAIN CODE REQ CLEARANCE & ACCESS FOR PROPER MAINTENANCE OF EQUIPMENT.

12. PROVIDE EQUIPMENT TAGS FOR ALL MECHANICAL EQUIPMENT. TAG SHALL BE MADE OF BAKELITE W/ ETCHED 1/2" HIGH LETTERS. LOCATE TAG ON EQUIPMENT NEAR MFRS NAMEPLATE.

13. PROVIDE DUCTWORK THAT CONFORMS TO THE "HVAC DUCT CONSTRUCTION STANDARDS - METAL & FLEXIBLE" AS PUBLISHED IN THE LATEST EDITION OF THE CALIFORNIA MECHANICAL CODE. ACOUSTICAL LINING SHALL CONFORM TO SMACNA 2006 EDITION (ANSI / SMACNA 006-2006) STANDARDS.

14. FLEXIBLE DUCTWORK SHALL BE USED FOR CONNECTIONS TO AIR TERMINAL

DEVICES IN CONCEALED, LOW PRESSURE, ENVIRONMENTAL AIR DUCT SYSTEMS. FLEXIBLE DUCT CONNECTIONS SHALL BE 5’-0” MAX LENGTH & SHALL

BE INSTALLED IN ACCORDANCE W/ SMACNA HVAC DUCT CONSTRUCTION STANDARDS.

15. REFRIGERANT PIPING SHALL BE SIZED & ROUTED IN ACCORDANCE W/ MFR’S REQUIREMENTS. REFRIGERANT SYSTEM SHALL INCLUDE ALL ADDITIONAL

TRAPS, VALVES, & ACCESSORIES REQ BY THE MFR FOR THE INSTALLED PIPE ROUTING. PROVIDE MIN 1” CLOSED CELL FOAM INSULATION FOR ALL REFRIGERANT PIPING, ARMACELL “ARMAFLEX” OR SIMILAR. REFER TO SPECIFICATIONS.

16. THE DBE SHALL PROVIDE ALL CONTROL W IRING IN CONDUIT.

17. THERMOSTATS SHALL BE MOUNTED 48" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE.

18. THE DBE SHALL PROVIDE AS-BUILT DW GS. DWGS SHALL BE SUBMITTED IN AUTO CAD FORMAT. AS-BUILT DWGS SHALL BE COMPLETED & SUBMITTED TO ENGINEER/ARCHITECT PRIOR TO SUBSTANTIAL COMPLETION. ENGINEER WILL NOT PERFORM PUNCH LIST UNTIL AS-BUILT DW GS ARE RECEIVED.

19. PROVIDE COMPLETE AIR & WATER BALANCE FOR ALL MECHANICAL SYSTEMS.

BALANCING CONTRACTOR SHALL BE AN INDEPENDENT THIRD PARTY & A MEMBER OF "AABC" OR THE "NEBB". DBE SHALL PROVIDE ALL NECESSARY

BELTS SHEAVES & PULLEYS AS REQ BY THE BALANCING CONTRACTOR TO COMPLETE THE BALANCING OF THE SYSTEM.

20. DUCT SIZES INDICATED ON PLANS ARE THE "FREE" INSIDE DIMENSION OF THE DUCT. THE DBE SHALL INCREASE THE SIZE OF THE DUCT TO ACCOMMODATE ACOUSTICAL &/OR PERFORATED LINERS.

21. SEAL ALL DUCT SYSTEMS AIRTIGHT USING MASTIC &/OR LIQUID ELASTIC SEALANT. "DUCT TAPE" SHALL NOT BE USED.

22. PROVIDE VOLUME DAMPERS FOR EA SUPPLY DIFFUSER AS WELL AS FOR

RETURN & EXHAUST OPENINGS AS REQ BY THE BALANCING CONTRACTOR TO BALANCE THE SYSTEM. LOCATE DAMPER AS FAR UPSTREAM AS POSSIBLE.

FOR ALL VOLUME DAMPERS LOCATED ABOVE CEILINGS PROVIDE 12" LONG 1/2" WIDE FLUORESCENT ORANGE TAPE TO MARK DAMPER LOCATIONS.

23. PROVIDE "PETE'S PLUG" TYPE TEST WELLS BEFORE & AFTER EA PIECE OF

EQUIPMENT REQ BALANCING OR MONITORING IN THE HYDRONIC SYSTEMS

INCL BUT NOT LIMITED TO COILS, HEAT EXCHANGERS, CONTROL VALVES, TEMPERATURE & / OR PRESSURE SENSORS, ETC. PROVIDE ADDL TEST WELLS AS REQ BY THE COMMISSIONING AGENT.

24. DUCT SYSTEMS USED W/ BLOW ER TYPE EQUIPMENT WHICH ARE PORTIONS

OF HEATING COOLING, ABSORPTION, EVAPORATIVE COOLING OR OUTDOOR AIR VENTILATION SYSTEM SHALL BE SIZED IN ACCORDANCE W/ CHAPTER 17 OF THE CALIFORNIA MECHANICAL CODE.

25. AIR-MOVING SYSTEMS SUPPLYING AIR IN EXCESS OF 2000 CFM SHALL BE INTERLOCKED TO & SHUTDOWN BY AREA W IDE FIRE ALARM SYSTEM SIGNAL.

FOR BUILDINGS W/O AREA WIDE SYSTEM THE EQUIPMENT SHALL BE

EQUIPPED W/ AN AUTOMATIC SHUTOFF ACTIVATED BY SMOKE DETECTOR LOCATED IN THE MAIN SUPPLY-AIR DUCT.

26. PROVIDE TURNING VANES IN ALL 90° MITERED ELBOWS

27. DUCT SYSTEMS SHALL BE LEAK TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF 2022 CALIFORNIA ENERGY CODE SECTION 120.4(g).

28. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED W / ADEQUATE CLEARANCE FOR MAINTENANCE ACCESS, PER MFR'S REQUIREMENTS.

29. REFER TO ARCHITECTURAL PLANS FOR LOCATION OF FIRE &/OR SMOKE SEPARATION W ALLS. THE DBE SHALL PROVIDE FIRE &/OR SMOKE DAMPERS FOR ALL RATED W ALLS/CEILINGS/ASSEMBLIES.
2025 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.
2025 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.; (2024 INTERNATIONAL BUILDING CODE OF THE INTERNATIONAL CODE

COUNCIL, WITH CALIFORNIA AMENDMENTS)
2025 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.; (2023 NATIONAL ELECTRICAL CODE OF THE NATIONAL FIRE PROTECTION

ASSOCIATION, NFPA)
2025 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.; (2024 UNIFORM MECHANICAL CODE OF THE INTERNATIONAL ASSOCIATION OF

PLUMBING AND MECHANICAL OFFICIALS, IAPMO)
2025 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.; (2024 UNIFORM PLUMBING CODE OF THE INTERNATIONAL ASSOCIATION OF

PLUMBING AND MECHANICAL OFFICIALS, IAPMO)
2025 ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R.;
2025 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R.;
(2024 INTERNATIONAL FIRE CODE OF THE INTERNATIONAL CODE COUNCIL) 2025 CALIFORNIA GREEN BUILDING CODE (CAL GREEN), PART 11, TITLE 24 C.C.R. 2025 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. 2025 TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.

PARTIAL LIST OF APPLICABLE STANDARDS
ASHRAE 62.1 VENTILATION FOR ACCEPTABLE INDOOR AIR VERSION 2022

QUALITY
ASHRAE 55 THERMAL COMFORT FOR HUMAN OCCUPANCY VERSION 2023 ASHRAE G36 HIGH PERFORMANCE SEQUENCE OF OPERATIONS
FOR HVAC SYSTEMS VERSION 2024
2019 CALIFORNIA BUILDING CODE (FOR SFM) REFERENCED STANDARDS CH. 35 NFPA 13 AUTOMATIC SPRINKLER SYSTEMS 2025 EDITION
(CALIFORNIA AMENDED)
NFPA 14 STANDPIPE SYSTEMS 2019 EDITION
(CALIFORNIA AMENDED)
NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2025 EDITION NFPA 17A WET CHEMICAL EXTINGUISHING SYSTEMS 2024 EDITION NFPA 20 STATIONARY PUMPS 2025 EDITION
NFPA 24 PRIVATE FIRE SERVICE MAINS 2025 EDITION
(CALIFORNIA AMENDED)
NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2025 EDITION (CALIFORNIA AMENDED)
(NOTE: SEE UL STANDARD 1971 FOR "VISUAL
DEVICES")
NFPA 80 FIRE DOOR AND OTHER OPENING PROTECTIVES 2025 EDITION NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING 2023 EDITION

SYSTEMS
NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2025 EDITION (CALIFORNIA AMENDED)
BUILDING CODES: (APPLICABLE AS OF JANUARY 1, 2026)

ABBREVIATION DESCRIPTION

A AIR, AMPS

AAV AUTOMATIC AIR VENT

ABV ABOVE

AC AIR CONDITIONING

ACT ACOUSTICAL CEILING TILE

AD ACCESS DOOR

AFF ABOVE FINISH FLOOR

AFUE ANNUAL FUEL UTILIZATION EFFICIENCY

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AMB AMBIENT

APD AIR PRESSURE DROP

ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION
AND AIR-CONDITIONING ENGINEERS, INC.

ASSY ASSEMBLY

ATM ATMOSPHERE

B BOILER

BFF BELOW FINISHED FLOOR

BHP BRAKE HORSE POWER

BEL BELOW

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

BTUH BRITISH THERMAL UNIT PER HOUR

BV BALL VALVE

C CONDENSATE PIPING

CA COMPRESSED AIR

CAP CAPACITY

CD CEILING DIFFUSER, CONDENSATE DRAIN

CFG CEILING FIRE DAMPER

CFM CUBIC FEET PER MINUTE

CG CEILING GRILLE

CH CHILLER

CHR CHILLED W ATER RETURNED

CHS CHILLED W ATER SUPPLY

CV CHECK VALVE

CLG CEILING, COOLING

CO CARBON MONOXIDE SENSOR
CO2 CARBON DIOXIDE SENSOR

COMB COMBINATION, COMBUSTION

COND CONDENSER, CONDENSATE

CONT CONTINUE, CONTROL

COP COEFFICIENT OF PERFORMANCE

CR CONDENSER WATER RETURN

CS CONDENSER WATER SUPPLY
Cx COMISSIONING
CxA COMISSIONING AGENT
(D) DEMOLISH

DB DRY BULB
dB DECIBEL

DDC DIRECT DIGITAL CONTROL

DIA DIAMETER

DN DOW N
Ø DIAMETER

EXIST EXISTING
(E) EXISTING

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

EG EXHAUST GRILLE

ELEC ELECTRICAL

EMS ENERGY MANAGEMENT SYSTEM

EQUIV EQUIVALENT

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

EVAP EVAPORATOR, EVAPORATIVE

EWT ENTERING WATER TEMPERATURE

F FAHRENHEIT

FC FLUID COOLER

FCU FAN COIL UNIT

FD FIRE DAMPER

FLA FULL LOAD AMPS

FLR FLOOR

FLTR FILTER

FPM FEET PER MINUTE

FPS FEET PER SECOND

FSD COMBINATION FIRE SMOKE DAMPER

FT FOOT, FEET

FV FACE VELOCITY

GA GAGE

GAL GALLONS

GPM GALLONS PER MINUTE

GRD GRILLES, REGISTERS, AND DIFFUSERS

GWR GLYCOL WATER RETURN PIPING

GWS GLYCOL WATER SUPPLY PIPING

H HUMIDISTAT, HEIGHT

HD HEAD

HORIZ HORIZONTAL

HP HORSE POWER, HEAT PUMP

HTG HEATING

HVAC HEATING VENTILATION AND AIR CONDITIONING

HHR HEATING WATER RETURN

HHS HEATING WATER SUPPLY

HZ HERTZ

IAQ INDOOR AIR QUALITY

IN INCHES

IN WC INCHES WATER COLUMN

KW KILOWATT

LAT LEAVING AIR TEMPERATURE

LBS POUNDS

LRA LOCKED ROTOR AMPS

LVR LOUVER

LWT LEAVING WATER TEMPERATURE

MAT MIXED AIR TEMPERATURE

MBH THOUSAND BRITISH THERMAL UNITS PER HOUR

MECH MECHANICAL

MERV MINIMUM EFFICIENCY REPORTING VALUE

MC MECHANICAL CONTRACTOR

MCA MINIMUM CIRCUIT AMPACITY

MOCP MAXIMUM OVER CURRENT PROTECTION

NA NOT APPLICABLE

NC NORMALLY CLOSED, NOISE CRITERIA

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NTS NOT TO SCALE

OA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

OC ON CENTER

OD OUTSIDE DIAMETER
P PUMP

PD PRESSURE DROP

POC POINT OF CONNECTION

POD POINT OF DISCONNECTION

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

RA RETURN AIR, RELIEF AIR

REF REFRIGERANT

RG RETURN GRILLE

RH RELATIVE HUMIDITY

RL REFRIGERANT LIQUID LINE

RLA RATED LOAD AMPS

RPM REVOLUTIONS PER MINUTE

RTU ROOF TOP UNIT

S SENSOR

SA SUPPLY AIR, SOUND ATTENUATOR

SAT SUPPLY AIR TEMPERATURE

SF SUPPLY FAN, SQUARE FOOT

SG SUPPLY GRILLE

SIM SIMILAR

SL REFRIGERANT SUCTION LINE

SMACNA SHEET METAL AND AIR-CONDITIONING

CONTRACTOR NATIONAL ASSOCIATION

SOO SEQUENCE OF OPERATION

ST SOUND TRAP

TD TEMPERATURE DIFFERENCE

TDH TOTAL DYNAMIC HEAD

TEMP TEMPERATURE

TG TRANSFER GRILLE

TOD TOP OF DUCT

TOP TOP OF PIPE

TOS TOP OF STEEL / STRUCTURE

TSP TOTAL STATIC PRESSURE

T'STAT THERMOSTAT

TU TERMINAL UNIT

TYP TYPICAL

UH UNIT HEATER
V VOLT

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER

VEL VELOCITY

VENT VENTILATION, VENTILATOR

VFD VARIABLE FREQUENCY DRIVE

W WATT, WIDE, WATER

W/ WITH

W/O WITHOUT

WB WET BULB TEMPERATURE

WT WEIGHT

MOTORIZED DAMPER
SP
BP
SD
AF
A
T
MD

OPERABLE WINDOW

CONTACT
WC

DC OPERABLE DOOR

CONTACT
DP

DUCT SMOKE DETECTOR

TEMPERATURE TRANSMITTER

AQUASTAT

AIRFLOW MEASURING UNIT

DUCT STATIC PRESSURE

TRANSMITTER

BUILDING PRESSURE

TRANSMITTER

DIFFERENTIAL

PRESSURE

TRANSMITTER
VFD
DDC

VARIABLE FREQUENCY DRIVE

MAIN BUILDING DIRECT DIGITAL CONTROL PANEL
AUTOMATIC CONTROL VALVE, 2-WAY
AUTOMATIC CONTROL VALVE, 3-WAY
----
TYPE

TYPE DESCRIPTION

T THERMOSTAT

Z ZONE TEMPERATURE SENSOR - W/ LOCAL OVERRIDE / DISPLAY

S SPACE TEMPERATURE SENSOR- STAINLESS STEEL FLAT PLATE

R HUMIDISTAT OR HUMIDITY SENSOR

C CARBON DIOXIDE SENSOR

CO CARBON MONOXIDE SENSOR

EXAMPLE
TCR = THERMOSTAT W / CO2 & HUMIDISTAT SENSOR

GENERAL CONTROL NOTES

1. BUILDING BMS NOT ANTICIPATED FOR THE FACILITY.

2. EQUIPMENT TO BE PROVIDED WITH BACNET PROVISIONS TO ACCOMMODATE POTENTIAL FUTURE BMS INSTALLATION.

3. MOTOR STARTERS SHALL BE PROVIDED BY DBE. STARTERS SHALL BE EQ TO CERUS MODEL 'BAS'.

DEFINITION:

THERMOSTAT - FACTORY PROVIDED W/ ON-BOARD CONTROL LOGIC & LOCAL USEABILITY CONTROLS. CONNECT TO EMS FOR MONITORING ONLY.

ZONE TEMPERATURE SENSOR W/ LOCAL OVERRIDES - FIELD PROVIDED SENSOR W/ WIRING TO CENTRAL EMS W/ LOCAL USER OVERRIDE CONTROLS. MOUNT FLUSH & AT EQ HEIGHT W/ LIGHT SW ITCHES & OTHER DEVICES. SENSOR MODEL TO BE APPROVED BY THE ARCHITECT.

SPACE TEMPERATURE SENSOR W/O LOCAL OVERRIDES - FIELD PROVIDED

SENSOR W / WIRING TO CENTRAL EMS W/O LOCAL USER OVERRIDE CONTROLS EQ TO KELE ST-S. EXACT SENSOR TYPE TO MATCH ARCHITECTURAL FEATURES & TO BE APPROVED BY THE ARCHITECT.
24x10

TRANSITION - ECCENTRIC
DUCT RISE / DROP W/ 90° ELBOWS
(RECTANGULAR DUCTS)
45° ELBOW, R/D OR R/W=1.5
DUCT RISE / DROP W/ 90° ELBOWS
(ROUND AND / OR OVAL DUCT)
DUCT RISE / DROP W/ 45° ELBOWS
(RECTANGULAR DUCTS)
DUCT RISE / DROP W/ 45° ELBOWS
(ROUND AND / OR OVAL DUCTS)
90° ELBOW, R/D OR R/W=1.5

TRANSITION OR REDUCER

SOUNDLINED DUCTWORK

RECTANGULAR DUCT DN

RECTANGULAR DUCT UP

ROUND OR OVAL DUCT DN

ROUND OR OVAL DUCT UP

FLEXIBLE CONNECTION

DUCT SIZE (CLEAR INSIDE DIMENSION IN INCHES)

TRANSITION - RECTANGULAR TO ROUND

RADIUS TEE

SQUARE TEE W/ TURNING VANES

RADIUS TAP IN

BULLHEAD TEE

MITERED ELBOW WITH TURNING
VANES
90° CONICAL TAP
90° STRAIGHT TAP
45° TAP
90° TAP WITH 45° BEVEL

WYE FITTING

RETURN AIR DUCT UP AND DOWN

SUPPLY AIR DUCT UP AND DOW N

RETURN DUCT ROOF PENETRATION

SUPPLY DUCT ROOF PENETRATION

EXHAUST AIR DUCT UP AND DOWN

EXHAUST DUCT ROOF PENETRATION
WYE AND 45° ELBOW W/ REDUCER
(ROUND AND / OR OVAL DUCT)

CHILLED WATER SUPPLY PIPING

CHILLED WATER RETURN PIPING

HEATING WATER SUPPLY PIPING

HEATING WATER RETURN PIPING
CHS
CHR
HHS
HHR

CONTINUATION OF PIPING

DUCT SMOKE DETECTOR

SHUT-OFF VALVE ABOVE GRADE

MANUAL VOLUME DAMPER

SMOKE DAMPER

FIRE DAMPER

FIRE / SMOKE DAMPER

BACK DRAFT DAMPER

SYMBOL DESCRIPTION
SD

SUPPLY DIFFUSER

RETURN GRILLE

EXHAUST GRILLE

ELECTRONIC REMOTE DAMPER

MECHANICAL REMOTE DAMPER

RDCL REMOTE DAMPER CONTROL LOCATION

POINT OF CONNECTION

POINT OF DISCONNECTION

REFRIGERANT PIPING REF

CONTINUATION OF DUCT
(NOT TO SCALE)
1 M7.01

DOOR LOUVER

TRANSOM LOUVER

UNDERCUT DOOR

SUPPLY AIR FLOW DIRECTION

OUTSIDE AIR FLOW DIRECTION

EXHAUST AIR FLOW DIRECTION

RETURN AIR FLOW DIRECTION

KEYNOTE SYMBOL

EQUIPMENT TAG SYMBOL

DETAIL NUMBER

SHEET NUMBER

DIFFUSER IDENTIFICATION, NECK SIZE

AIR FLOW, NUMBER OF OCCURRENCES
D/L
T/L
U/C
EA
OA
?
?
RA
SA
S-1: 12"
200
TYP.3
(NOT TO SCALE)

1. ALL EQUIPMENT, PIPING, UTILITIES, & THEIR CONNECTIONS SHALL BE

SEISMICALLY BRACED PER LATEST CBC & LATEST EDITION OF SMACNA SEISMIC RESTRAINT MANUAL, BASED ON SEISMIC HAZARD LEVEL A. MAINTAIN A COPY OF SMACNA SEISMIC RESTRAINT MANUAL ON SITE.

2. LIMITS TO NON-STRUCTURAL ITEMS SUSPENDED FROM CONCRETE FILLED METAL DECKING: HANGERS SUPPORTED BY METAL DECKING W/ STRUCTURAL

CONCRETE FILL MAY BE INSTALLED USING ICC-ES APPROVED ANCHORAGE SYSTEMS. DO NOT SUPPORT UTILITIES FROM METAL DECK W/O CONCRETE.

HANGERS FROM CONCRETE FILLED DECK, WHERE OCCURS, ARE LIMITED TO 4" DIA PIPE MAX. LOCATE HANGERS TW O FLUTES APART ON SAME DECK SPAN.

SUPPORT LARGER PIPING FROM STRUCTURAL BEAMS OR COLUMNS. ADD DOUBLE UNISTRUT SPREADERS AS NECESSARY.

3. PROVIDE SHOP DWG W/ LARGE SCALE PLANS & SECTIONS SHOWING HANGERS & BRACING LOCATIONS. SHOP DWG SHALL BE PREPARED BY A

STRUCTURAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA & SHALL BE STAMPED & SIGNED. INDICATE HANGERS & BRACING LOADS ON STRUCTURAL FRAMING PLANS. REFERENCE RELEVANT DETAILS FROM SMACNA SEISMIC RESTRAINT MANUAL.

4. EXPANSION ANCHORS & EPOXY ANCHORS, WHERE USED, SHALL HAVE A MIN EMBEDMENT OF 8 TIMES THE ANCHOR DIA & A MIN EDGE DISTANCE OF 10 TIMES THE DIA. EXPANSION ANCHORS & EPOXY ANCHORS MUST HAVE CURRENT & VALID ICC REPORT. SHOT PINS ARE NOT ACCEPTABLE.

5. UNLESS SPECIFIED ON STRUCTURAL DWG, ANY ALTERATIONS OR

MODIFICATIONS TO A STRUCTURAL ELEMENT BY CUTTING, DRILLING, BORING,

BRACING, WELDING, ETC SHALL HAVE WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD & DSA PRIOR TO STARTING WORK.

6. SEE GENERAL NOTES ON STRUCTURAL DWG FOR ADDL REQUIREMENTS.

5.201.1

5.504.3

5.504.5.3

5.504.5.3.1

5.410.3

5.410.4.3.1

5.410.4.4

5.410.4

5.410.4.5

5.504.4.1

5.506.1

5.506.2
702.1
702.2
703.1

COMPLY W/ REQ OF CALIFORNIA ENERGY CODE (CCR
TITLE-24, PART 6, 2022)

PERFORM TESTING & ADJ PROCEDURES IN

ACCORDANCE W/ INDUSTRY BEST PRACTICES &
APPLICABLE NATIONAL STANDARDS ON EA SYSTEM.

TESTING & ADJUSTING OF SYSTEMS SHALL BE REQ
FOR BUILDINGS LESS THAN 10,000 SQ FT OR NEW SYSTEMS
TO SERVE AN ADDITION OR ALTERATION.

BEFORE A NEW SPACE-CONDITIONING SYSTEM SERVING A

BUILDING OR SPACE IS OPERATED FOR NORMAL USE, THE

SYSTEM SHALL BE BALANCED IN ACCORDANCE W/ THE

PROCEDURES DEFINED BY THE TESTING, ADJUSTING, AND
BALANCING BUREAU NATIONAL STANDARDS; THE NATIONAL

ENVIRONMENTAL BALANCING BUREAU PROCEDURAL
STANDARDS; OR ASSOCIATED AIR BALANCE COUNCIL
NATIONAL STANDARDS.

AFTER COMPLETION OF TESTING, ADJUSTING &

BALANCING, PROVIDE A FINAL REPORT OF TESTING SIGNED

BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE
SERVICES.

BUILDING OWNER SHALL BE PROVIDED W/ DETAILED

OPERATING & MAINTENANCE INSTRUCTIONS & COPIES OF

GUARANTEES & WARRANTIES FOR EA SYSTEM PRIOR TO
FINAL INSPECTION.

ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE

PRIMERS, SEALANTS, SEALANT PRIMERS & CAULKS SHALL

COMPLY W/ LOCAL OR REGIONAL AIR POLLUTION

CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES
WHERE APPLICABLE OR SCAQMD RULE 1168 VOC LIMITS, AS
SHOW N IN TABLES 5.504.4.1 & 5.504.4.2.

AEROSOL ADHESIVES & SMALLER UNIT SIZES OF

ADHESIVES AND SEALANT OR CAULKING COMPOUNDS (IN

UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT

WEIGH MORE THAN ONE LB & DO NOT CONSIST OF MORE
THAN 16 FLUID OZ) SHALL COMPLY WITH STATEWIDE VOC

STANDARDS & OTHER REQ, INCL PROHIBITIONS ON USE OF

CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF
REGULATIONS, TITLE 17, COMMENCING W / SECTION 94507.

AT THE TIME OF ROUGH INSTALLATION & DURING STORAGE

ON THE CONSTRUCTION SITE UNTIL FINAL STARTUP OF THE

HEATING, COOLING, & VENTILATION EQUIPMENT, ALL DUCT
& OTHER AIR DISTRIBUTION COMPONENT OPENINGS SHALL

BE COVERED W / TAPE, PLASTIC, SHEETMETAL, OR OTHER

METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO

REDUCE THE AMOUNT OF DUST, W ATER, & DEBRIS WHICH
MAY ENTER THE SYSTEM.

IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE

REGULARLY OCCUPIED AREAS OF THE BUILDINGS W / AIR

FILTRATION MEDIA FOR OUTSIDE & RETURN AIR THAT
PROVIDES AT LEAST A MERV 13. MERV 13 FILTERS SHALL BE

INSTALLED PRIOR TO OCCUPANCY & RECOMMENDATIONS

FOR MAINTENANCE W/ FILTERS OF THE SAME VALUE SHALL
BE INCLUDED IN THE M&O MANUAL.

INSTALLED FILTERS SHALL BE CLEARLY LABELED BY THE
MANUFACTURER INDICATING THE MERV RATING.

FOR MECHANICALLY OR NATURALLY VENTILATED SPACES
IN BUILDINGS, MEET THE MIN REQ OF SECTION 120.1 OF THE
CALIFORNIA ENERGY CODE, CCR TITLE 24, PART 6 &
CHAPTER 4 OF CCR, TITLE 8 OR THE APPLICABLE LOCAL
CODE WHICHEVER IS MORE STRINGENT.

FOR BUILDINGS EQUIPPED W/ DEMAND CONTROL
VENTILATION, CO2 SENSORS & VENTILATION CONTROLS

SHALL BE SPECIFIED & INSTALLED IN ACCORDANCE W/

THE REQ OF THE LATEST EDITION OF THE CALIFORNIA
ENERGY CODE, CCR, TITLE 24, PART 6, SECTION 120.1(c).1.

HVAC SYSTEM INSTALLERS SHALL BE TRAINED &

CERTIFIED IN THE PROPER INSTALLATION OF HVAC

SYSTEMS INCL DUCTS & EQUIPMENT BY A NATIONALLY OR

REGIONALLY RECOGNIZED TRAINING OR CERTIFICATION
PROGRAM. UNCERTIFIED PERSONS MAY PERFORM HVAC

INSTALLATIONS WHEN UNDER THE DIRECT SUPERVISION &

RESPONSIBILITY OF A PERSON TRAINED & CERTIFIED TO

INSTALL HVAC SYSTEMS OR CONTRACTOR LICENSED TO
INSTALL HVAC SYSTEMS. ACCEPTABLE HVAC TRAINING &

CERTIFICATION PROGRAMS INCLUDE BUT ARE NOT LIMITED
TO THE FOLLOWING: 1) STATE CERTIFIED APPRENTICESHIP
PROGRAMS, 2) PUBLIC UTILITY TRAINING PROGRAMS, 3)

TRAINING PROGRAMS SPONSORED BY TRADE, LABOR, OR

STATEWIDE ENERGY CONSULTING OR VERIFICATION
ORGANIZATIONS, 4) PROGRAMS SPONSORED BY MFR
ORGANIZATIONS, 5) OTHER PROGRAMS ACCEPTABLE TO
THE ENFORCING AGENCY.

SPECIAL INSPECTORS MUST BE QUALIFIED & ABLE TO

DEMONSTRATE COMPETENCE IN THE DISCIPLINE THEY ARE
INSPECTING.

THE BUILDING OWNER SHALL BE PROVIDED W/ THE FINAL

REPORT OF ALL INSPECTION VERIFICATIONS & REPORTS
REQ BY THE ENFORCING AGENCY.

ANY APPLIANCE FOR WHICH THERE IS A CALIFORNIA

STANDARD ESTABLISHED IN THE APPLIANCE EFFICIENCY

REGULATIONS SHALL COMPLY WITH THE APPLIANCE
STANDARD.

COVERED PROCESS

REFRIGERATED WAREHOUSES, COMMERCIAL

REFRIGERATION, ENCLOSED PARKING GARAGES, PROCESS

BOILERS, AND COMPRESSED AIR SYSTEMS SHALL MEET THE
REQUIREMENTS WITHIN THIS SECTION.

BUILDING COMMISSIONING

PROCEDURES, REVIEWS, AND REPORTS SHALL BE FOLLOWED
AS DESCRIBED WITHIN THIS SECTION.

EQUIPMENT EFFICIENCY

HEATING AND COOLING EQUIPMENT EFFICIENCY

ANY SPACE-CONDITIONING EQUIPMENT SHALL BE INSTALLED

ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE

EQUIPMENT COMPLIES WITH ALL THE APPLICABLE

REQUIREMENTS OF THE CALIFORNIA BUILDING ENERGY
EFFICIENCY STANDARDS.

PIPE INSULATION

ALL HVAC PIPING CONVEYING LIQUIDS OR LOCATED WITHIN

HVAC EQUIPMENT SHALL BE INSULATED IN ACCORDANCE
WITHIN THIS SECTION.

WATER HEATER CERTIFICATION

ANY SERVICE WATER-HEATING SYSTEM OR EQUIPMENT MAY

BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED

THAT THE SYSTEM OR EQUIPMENT COMPLIES WITH ALL OF

THE REQUIREMENTS OF THE CALIFORNIA BUILDING ENERGY
EFFICIENCY STANDARDS.

SERVICE W ATER HEATING INSTALLATION

ON SYSTEMS THAT HAVE A TOTAL CAPACITY GREATER THAN
167,000 BTU/HR. OUTLETS THAT REQUIRE HIGHER SERVICE

WATER TEMPERATURES SHALL HAVE SEPARATE REMOTE
HEATERS, HEAT EXCHANGERS, OR BOOSTERS. CIRCULATING

SERVICE W ATER-HEATING SYSTEMS SHALL HAVE A CONTROL

CAPABLE OF AUTOMATICALLY TURNING OFF THE
CIRCULATING PUMP WHEN HOT WATER IS NOT REQUIRED.

CONTROLS SHALL LIMIT THE OUTLET TEMPERATURE TO 110°F
FOR PUBLIC LAVATORIES.

POOL AND SPA EFFICIENCY AND CONTROL

A READILY ACCESSIBLE ON-OFF SWITCH, MOUNTED ON THE

OUTSIDE OF THE HEATER THAT ALLOWS SHUTTING OFF THE
HEATER W ITHOUT ADJUSTING THE THERMOSTAT SETTING; A

PERMANENT, EASILY READABLE, AND WEATHERPROOF PLATE

OR CARD THAT GIVES INSTRUCTION FOR THE ENERGY

EFFICIENT OPERATION OF THE POOL OR SPA AND FOR THE

PROPER CARE OF POOL OR SPA WATER WHEN A COVER IS
USED. NO ELECTRIC RESISTANCE HEATING.

POOL AND SPA INSTALLATION

ANY POOL OR SPA HEATING SYSTEM OR EQUIPMENT SHALL
BE INSTALLED WITH ALL OF THE FOLLOW ING: AT LEAST 36

INCHES OF PIPE BETWEEN THE FILTER AND THE HEATER TO

ALLOW FOR THE FUTURE ADDITION OF SOLAR HEATING
EQUIPMENT; A COVER FOR OUTDOOR POOLS OR OUTDOOR
SPAS; THE POOL SHALL HAVE DIRECTIONAL INLETS THAT
ADEQUATELY MIX THE POOL WATER; THE CIRCULATION PUMP

SHALL HAVE A TIME SWITCH THAT ALLOWS THE PUMP TO BE
SET TO RUN IN THE OFF-PEAK ELECTRIC DEMAND PERIOD.

POOL HEATERS SHALL NOT HAVE A PILOT LIGHT.

SPA HEATERS SHALL NOT HAVE A PILOT LIGHT.

GENERAL

WATER-SIDE SYSTEMS

SERVICE HOT WATER SYSTEMS
110.1
120.6
120.8
110.2(d)
120.1(c.2)
120.1(d.1)
120.1(d.2)
120.1(d.3)
120.2(e.1)
120.2(e.2)
120.2(f)
120.2(g)
120.2(i)
120.4
110.2(a)
120.3
110.3(a)
110.3(b)
110.3(c)
110.4(a)
110.4(b)
110.5(c)
110.5(d)

AIR-SIDE SYSTEMS

HEATING AND COOLING EQUIPMENT EFFICIENCY

ANY SPACE-CONDITIONING EQUIPMENT SHALL BE INSTALLED

ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE

EQUIPMENT COMPLIES WITH ALL THE APPLICABLE

REQUIREMENTS OF THE CALIFORNIA BUILDING ENERGY
EFFICIENCY STANDARDS.

HEAT PUMP CONTROLS

HEAT PUMPS WITH SUPPLEMENTARY ELECTRIC RESISTANCE
HEATERS SHALL HAVE CONTROLS: 1. THAT PREVENT

SUPPLEMENTARY HEATER OPERATION WHEN THE HEATING
LOAD CAN BE MET BY THE HEAT PUMP ALONE; AND 2. IN

WHICH THE CUT-ON TEMPERATURE FOR COMPRESSION

HEATING IS HIGHER THAN THE CUT-ON TEMPERATURE FOR

SUPPLEMENTARY HEATING, AND THE CUT-OFF

TEMPERATURE FOR COMPRESSION HEATING IS HIGHER THAN

THE CUT-OFF TEMPERATURE FOR SUPPLEMENTARY
HEATING.

THERMOSTATS

ALL UNITARY HEATING OR COOLING SYSTEMS, INCLUDING

HEAT PUMPS, NOT CONTROLLED BY A CENTRAL ENERGY

MANAGEMENT SYSTEM SHALL HAVE A SETBACK
THERMOSTAT.

FURNACE CONTROLS

GAS-FIRED AND OIL-FIRED FORCED AIR FURNACES WITH
INPUT RATINGS 225,000 BTU/H SHALL NOT HAVE A PILOT

LIGHT, AND SHALL HAVE EITHER POWER VENTING OR A FLUE
DAMPER.

NATURAL VENTILATION

NATURALLY VENTILATED SPACES SHALL BE PERMANENTLY
OPEN TO AND WITHIN 20 FEET OF OPERABLE WALL OR ROOF
OPENINGS TO THE OUTDOORS; THE OPENABLE AREA OF
WHICH IS NOT LESS THAN 5% OF THE CONDITIONED FLOOR
AREA OF THE NATURALLY VENTILATED SPACE. WHERE

OPENINGS ARE COVERED WITH LOUVERS OR OTHERWISE

OBSTRUCTED, OPENABLE AREA SHALL BE BASED ON THE
FREE UNOBSTRUCTED AREA THROUGH THE OPENING. THE

MEANS TO OPEN REQUIRED OPERABLE OPENINGS SHALL BE

READILY ACCESSIBLE TO BUILDING OCCUPANTS WHENEVER
THE SPACE IS OCCUPIED.

MINIMUM VENTILATION

EACH SPACE THAT IS NOT NATURALLY VENTILATED SHALL BE

VENTILATED WITH A MECHANICAL SYSTEM CAPABLE OF

PROVIDING AN OUTDOOR AIR RATE NO LESS THAN AS

REQUIRED BY THE CALIFORNIA ENERGY EFFICIENCY
STANDARDS.

PRE-OCCUPANCY VENTILATION PURGE

THE MINIMUM RATE OF OUTDOOR AIR OR THREE COMPLETE

AIR CHANGES SHALL BE SUPPLIED TO THE ENTIRE BUILDING

DURING THE ONE-HOUR PERIOD IMMEDIATELY BEFORE THE
BUILDING IS NORMALLY OCCUPIED.

DEMAND CONTROL VENTILATION

HVAC SINGLE ZONE SYSTEMS WITH AN OUTDOOR AIR

ECONOMIZER AND WITH A DESIGN OCCUPANT DENSITY, OR A

MAXIMUM OCCUPANT LOAD FACTOR FOR EGRESS PURPOSES
GREATER THAN OR EQUAL TO 25 PEOPLE PER 1000 SF SHALL

HAVE DEMAND CONTROL VENTILATION OR OCCUPANT
SENSOR VENTILATION CONTROLS.

TIME CONTROL

EACH SPACE-CONDITIONING SYSTEM SHALL BE INSTALLED

WITH CONTROLS THAT ARE CAPABLE OF AUTOMATICALLY

SHUTTING OFF THE SYSTEM DURING PERIODS OF NON-USE

AND SHALL HAVE EITHER AN AUTOMATIC TIME SWITCH

CONTROL DEVICE WITH AN ACCESSIBLE MANUAL OVERRIDE

THAT ALLOWS OPERATION OF THE SYSTEM FOR UP TO FOUR
HOURS; OR AN OCCUPANCY SENSOR; OR A FOUR-HOUR
TIMER THAT CAN BE MANUALLY OPERATED.

SETBACK AND SETUP CONTROL

THE CONTROL SHALL AUTOMATICALLY RESTART AND

TEMPORARILY OPERATE THE SYSTEM AS REQUIRED TO
MAINTAIN A SETBACK HEATING THERMOSTAT SETPOINT.

IF THE SYSTEM PROVIDES MECHANICAL HEATING AND A

SETUP COOLING THERMOSTAT SETPOINT IF THE SYSTEM
PROVIDES MECHANICAL COOLING.

OUTDOOR DAMPER CONTROL

OUTDOOR AIR SUPPLY AND EXHAUST EQUIPMENT SHALL BE

INSTALLED WITH DAMPERS THAT AUTOMATICALLY CLOSE
UPON FAN SHUTDOWN.

ISOLATION ZONES

EACH SPACE-CONDITIONING SYSTEM SERVING MULTIPLE

ZONES WITH A COMBINED CONDITIONED FLOOR AREA OF
MORE THAN 25,000 SQUARE FEET SHALL BE DESIGNED,
INSTALLED, AND CONTROLLED TO SERVE ISOLATION AREAS.

AUTOMATIC DEMAND SHED CONTROLS

HVAC SYSTEMS WITH DDC TO ZONE LEVEL SHALL BE

PROGRAMMED TO ALLOW CENTRALIZED DEMAND SHED FOR
NON-CRITICAL ZONES.

ECONOMIZER FAULT DETECTION AND DIAGNOSTICS (FDD)

AIR-COOLED UNITARY DIRECT-EXPANSION UNITS EQUIPPED

WITH AN ECONOMIZER AND MECHANICAL COOLING AT AHRI
CONDITIONS OF GREATER THAN OR EQUAL TO 54.0 MBH
SHALL INCLUDE A FDD SYSTEM.

DUCT INSULATION

ALL AIR DISTRIBUTION SYSTEM DUCTS AND PLENUMS SHALL

BE INSTALLED, SEALED AND INSULATED TO MEET THE
REQUIREMENTS OF THE 2022 CMC SECTIONS 601, 602, 603,
604, 605.
110.2(a)
110.2(b)
110.2(c)
120.2(h)
Revision Date
408-780-7200 Office
60 South Market Street, Suite 1250
San Jose, California 95113

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

As indicated

SANTA TERESA FIRE STATION
1330 W EST LUCHESSA AVENUEGILROY, CA 95020
GRIFFIN STRUCTURES, INC.

MECHANICAL LEGENDS

AND GENERAL NOTES
M0.01
33236
KN

GENERAL NOTES

APPLICABLE CODES

ABBREVIATIONS

CONTROL DIAGRAM

CONTROL SYSTEM (PLAN VIEW )

MECH LEGEND

ANNOTATION SYMBOLS

GENERAL STRUCTURAL NOTES

CALGREEN BUILDING STANDARDS

NON-RESIDENTIAL MANDATORY MEASURES
TITLE-24 MECHANICAL MANDATORY MEASURES

Page 167 of 256 ends

W D
DW
REF.

MW
CM
HOSE

STORAGE
TVTV
MIRROR
COMP
MB
TV

PRINTER

PRINTER
TV
COMP
COMP
COMP
COMP
WH

EXTRACTOR
DRYING
RACK
COMP
.

RH
.

TV
AC
TV
MB
REF.

ICE
CG
CG
CGCG
CGCG
CG CG

CGCG CG
CG
CG
CG
CG
CGCG
CGCGCG
CGCG

CGCGCG CG
CG
CG
T
CG CG
VFC-4
T
VFC-2
T
VFC-1
T
VFC-3
T
VFC-5
T
VFC-6
T
VFC-7
T
VFC-8
T
VFC-9
T
VFC-10
T
FC-1
T
FC-2
T
VFC-11
T
FC-3
1 A
2 3 4 5 6
B
C
D
E
F
7 8

TURNOUT
122
NONRATED

CORRIDOR
119
DORM
112
DORM
113
DORM
114
DORM
115
DORM
116

ACCESSIBLE

RESTROOM
131

ACCESSIBLE

RESTROOM/
SHOWER
111

DECONTAMINATION
130
FIRE
RISER
129
AIR
COMP.
127
STOR.
128
STOR.

CLOSET
118 CAPTAIN'S
OFFICE
117
MDF
123
DAY
ROOM
106
DINING
104

NON-RATED

CORRIDOR
105

NON-RATED

CORRIDOR
107

KITCHEN
103

ELECTRICAL
121

LAUNDRY/

JANITOR
108

RESTROOM/

SHOW ER
109

RESTROOM/

SHOW ER
110

APPARATUS
BAY
125
WEIGHT
ROOM
102
SHARED
OFFICE
101

MEDICAL

STORAGE
124
WORK
ROOM
126
VEF
1 VFC
2 VFC
1 VFC
4 VFC
3 VFC
5 VFC
6 VFC
7 VFC
8 VFC
9 VFC
10 FC
1 FC
2 EF
2 EF
1 EF
3 EF
4 VFC
11 FC
3 IR
1 IR
2 IR
3 IR
4 IR
5 IR
6 IH
3 IH
1 IH
2 VRF
1 M-0002

STUD WALL CONSTRUCTION
1 HOUR RATED WALL CONSTRUCTION

MASONRY WALL CONSTRUCTION

INDIRECTLY CONDITIONED SPACES
Revision Date
408-780-7200 Office
60 South Market Street, Suite 1250
San Jose, California 95113

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

SANTA TERESA FIRE STATION
1330 W EST LUCHESSA AVENUEGILROY, CA 95020
GRIFFIN STRUCTURES, INC.

MECHANICAL ZONING
PLANS
M5.01
33236
KN
1/8" = 1'-0"
1 - FLOOR - MECHANICAL ZONING 05
LEGEND

KEYNOTES

ITEM DESCRIPTION
M-0002 MECHANICAL ZONE ANTICIPATED FOR VRF-1. UNIT TO BE MOUNTED

CLEAR OF ROOF OVERHANG

Page 168 of 256 ends

1 A
2 3 4 5 6
B
C
D
E
F
7 8

ROOFTOP

MECHANICAL

EQUIPMENT ZONE

ROOFTOP

MECHANICAL

EQUIPMENT ZONE
M-0001
M-0001

STUD WALL CONSTRUCTION
1 HOUR RATED WALL CONSTRUCTION

MASONRY WALL CONSTRUCTION

INDIRECTLY CONDITIONED SPACES
Revision Date
408-780-7200 Office
60 South Market Street, Suite 1250
San Jose, California 95113

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

SANTA TERESA FIRE STATION
1330 W EST LUCHESSA AVENUEGILROY, CA 95020
GRIFFIN STRUCTURES, INC.

MECHANICAL ZONING
PLANS
M5.02
33236
KN
1/8" = 1'-0"
LR - LOW ROOF - MECHANICAL ZONING 05
LEGEND

KEYNOTES

ITEM DESCRIPTION
M-0001 ROOF ACCESS

Page 169 of 256 ends

1. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS, AND THE CONTRACT DOCUMENTS.

2. THE DESIGN-BUILD ENTITY SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE.

3. THE DBE SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS, AND EXACT LOCATIONS AND ELEVATIONS OF PIPING BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED.

4. SEWER, WATER, AND STORM DRAIN SYSTEMS INDICATED IN THESE DRAWINGS SHALL EXTEND TO PLUMBING/CIVIL POINTS OF CONNECTION AT 5'-0" OUTSIDE OF THE BUILDING(S) UNLESS NOTED OTHERWISE. CONTINUATION OF THESE PIPING SYSTEMS ARE INDICATED ON THE CIVIL DRAWINGS W ITH CORRESPONDING ASSOCIATED MATERIALS SPECIFIED UNDER A SEPARATE SECTION OF THE PROJECT SPECIFICATIONS. ALL SUCH PIPING SHALL BE INSTALLED IN A MANNER TO PROVIDE PROPER CONNECTION TO INVERT ELEVATIONS INDICATED ON CIVIL DRAWINGS. WHERE SIZES DIFFER BETWEEN PLUMBING AND CIVIL DRAWINGS, DBE SHALL PROVIDE TRANSITION FITTINGS AS NECESSARY TO ALLOW FOR PROPER CONNECTION.

5. TRAPS FOR ALL LAVATORIES AND SINKS SHALL TRAP STRAIGHT BACK TO WALL WITH ALL REQUIRED OFFSETS HAPPENING WITHIN THE WALL.

6. HORIZONTAL SOIL, WASTE AND TRAP PRIMER PIPING WITHIN THE BUILDING SHALL BE INSTALLED CONCEALED WITHIN WALLS, BELOW FINISH FLOOR, OR BELOW FINISH SLAB AS APPLICABLE UNLESS NOTED OTHERWISE. ALL OTHER HORIZONTAL PIPING WITHIN THE BUILDING SHALL BE INSTALLED CONCEALED

ABOVE CEILING OR WITHIN W ALLS AS APPLICABLE UNLESS NOTED OTHERWISE. ALL VERTICAL PIPING SHALL BE INSTALLED CONCEALED WITHIN WALLS UNLESS NOTED OTHERWISE. NO PIPING SHALL BE INSTALLED IN EXPOSED LOCATIONS UNLESS SPECIFICALLY NOTED AS SUCH ON PLANS.

7. HORIZONTAL SOIL AND WASTE PIPING 4" AND GREATER IN SIZE SHALL SLOPE AT 1/8" PER FOOT UNLESS OTHERWISE NOTED. ALL SUCH PIPING 3" AND LESS IN SIZE SHALL SLOPE AT 1/4" PER FOOT UNLESS NOTED OTHERW ISE.

8. HORIZONTAL STORM DRAIN AND OVERFLOW PIPING SHALL SLOPE AT 1/8" PER FOOT UNLESS NOTED OTHERWISE.

9. HORIZONTAL CONDENSATE PIPING SHALL SLOPE AT 1/8" PER FOOT UNLESS NOTED OTHERWISE.

10. PRIOR TO COMMENCING ANY WORK VERIFY ALL EQUIPMENT LOCATIONS WITH THE DBE, OTHER TRADES, ARCHITECT AND STRUCTURAL ENGINEER. EXACT ROUGH-IN LOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN THE FIELD.

11. PIPING BETWEEN EACH PLUMBING FIXTURE AND THE NEAREST BRANCH OR MAIN PIPING RUN SHALL BE SIZED TO MATCH THE CORRESPONDING FIXTURE SCHEDULE CONNECTION SIZE AT A MINIMUM UNLESS NOTED AS A LARGER SIZE ON PLANS. PIPE HEADERS IN WALLS SERVING BANKS OF FIXTURES SHALL BE FULL LINE SIZE FROM THE UPSTREAM END OF THE BRANCH LINE TO THE END TERMINAL UNLESS NOTED OTHERWISE.

12. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS, ROUGH IN

DIMENSIONS, AND MOUNTING HEIGHTS OF ALL FIXTURES, EQUIPMENT,

ACCESS PANELS, HOSE BIBBS, RECESSED HOSE BIBBS, OVERFLOW DRAIN TERMINATION POINTS, AND OTHER EXPOSED PLUMBING ELEMENTS. WHERE DIMENSIONS ARE NOT INDICATED, SEEK ARCHITECT'S DIRECTION AND/OR APPROVAL PRIOR TO INSTALLATION.

13. ACCESS PANELS
A. WHERE POSSIBLE, USE SAME ACCESS PANEL FOR SHUT-OFF VALVES, MIXING VALVES, TRAP PRIMERS AND WATER HAMMER ARRESTORS AND/OR OTHER INTERIOR WALL COMPONENTS WHEN LOCATED DIRECTLY ADJACENT IN SAME IMMEDIATE VICINITY. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS. B. SEE SPECIFICATIONS FOR ACCESS PANEL REQUIREMENTS. 14. CLEANOUTS.

A. INTERIOR CLEANOUTS SHALL BE WALL CLEANOUTS RATHER THAN FLOOR

CLEANOUTS UNLESS OTHERWISE INDICATED, SHALL BE READILY ACCESSIBLE,

AND SHALL BE CAREFULLY COORDINATED W ITH CASEWORK, EQUIPMENT, AND OTHER ITEMS TO AVOID CONFLICT. NOT ALL REQUIRED CLEANOUTS ARE INDICATED ON PLANS. WALL CLEANOUTS IN FINISHED SPACES SHALL BE INSTALLED IN ACCESS PANELS. B. SEE SPECIFICATIONS FOR ACCESS PANEL REQUIREMENTS. 15. YARD BOX AND CLEANOUT COVERS SHALL BE CLEARLY STAMPED WITH "WATER", "GAS", OR "SEWER" AS APPLICABLE. VALVES SHALL BE INSTALLED

AND PROPERLY POSITIONED W ITHIN YARD BOX TO ALLOW FOR FULL RANGE OF OPERATION, MAINTENANCE, REPAIR, AND REPLACEMENT. ALL YARD BOXES

AND CLEANOUT COVERS SHALL ALIGN WITH SCORED HARDSCAPE JOINTS PER LANDSCAPE PLANS. YARD BOX COVERS SHALL BE CONCRETE. SEWER CLEANOUT COVERS SHALL BE BRASS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

16. VERIFY EXACT LOCATIONS OF ALL MECHANICAL AND/OR OTHER EQUIPMENT INSTALLED BY OTHERS AND REQUIRING PLUMBING CONNECTIONS PRIOR TO ORDERING OF MATERIALS OR INSTALLATION. COORDINATE EXACT ROUGH-IN LOCATIONS AND REQUIREMENTS WITH OTHER INSTALLING CONTRACTORS AS APPLICABLE PRIOR TO INSTALLATION.

17. ADA LAVATORIES AND SINKS SHALL BE PROVIDED WITH ADA INSULATED TRAP AND SUPPLY COVERS AS SPECIFIED.

18. ADA WATER CLOSETS SHALL BE INSTALLED WITH FLUSH VALVE ACTUATOR HANDLE LOCATED ON THE WHEEL CHAIR ACCESS SIDE.

19. ALL VALVES, UNIONS, CLEANOUTS, ETC. TO BE SAME SIZE AS PIPE UNLESS NOTED OTHERWISE.

20. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL MANDATORY MEASURES AND ASSOCIATED REQUIREMENTS.

21. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL FIRE RATED ASSEMBLIES. PROVIDE FIRESTOPPING AT PENETRATIONS THROUGH FIRE RETARDANT CONSTRUCTION IN ACCORDANCE WITH SPECIFICATIONS.

22. NO PIPING SHALL BE INCASED IN THE CONCRETE SLAB.23. ALL VALVES, TRAP PRIMERS, W ATER HAMMER ARRESTERS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON-ACCESSIBLE CEILINGS SHALL BE INSTALLED BEHIND AN ACCESS PANEL.

24. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL BE CERTIFIED BY THE CALIFORNIA STATE ENERGY COMMISSION TO COMPLY W ITH EFFICIENCY STANDARDS PER SECTION 2-5314(A) OF THE TITLE-24 REGULATIONS.

25. PIPING THROUGH FIRE RATED WALLS SHALL BE PER U.L. FIRE RESISTANCE SYSTEM NO. W1001. SEE ARCHITECTURAL PLANS FOR WALL LOCATIONS.

26. ALL UNDERGROUND IRON, COPPER OR STEEL PIPING LOCATED BOTH INSIDE AND OUTSIDE OF BUILDING SHALL BE ENCASED WITHIN A MINIMUM 10 MIL POLYETHYLENE PLASTIC SLEEVE SEALED WATER TIGHT W ITH POLYVINYL CHLORIDE TAPE.

27. ALL POINTS OF CONNECTION SHALL BE COORDINATED WITH THE DBE PRIOR TO BID.

28. ALL HORIZONTAL PIPING LINES EXTENDED AND CONNECTED TO EQUIPMENT SHALL BE RUN AT THE HIGHEST POSSIBLE ELEVATIONS AND NOT LESS THAN 6" ABOVE THE FLOOR TO PROVIDE CLEARANCE FOR CLEANING. AT WALL OR COLUMN LOCATIONS, PIPING ROUGH-IN SHALL BE STUBBED IN WALLS WHENEVER POSSIBLE.

29. ABOVE GROUND PIPING SYSTEMS SHALL BE MARKED IN ACCORDANCE WITH ASME A13.1.

30. UNLESS SPECIFICALLY SHOWN ON THESE PLANS NO STRUCTURAL MEMBERS

SHALL BE CUT, DRILLED OR NOTCHED WITHOUT PRIOR WRITTEN
AUTHORIZATION FROM THE STRUCTURAL ENGINEER.

31. ALL CONCEALED CONDENSATE DRAIN PIPING ABOVE CEILING SHALL BE INSULATED WITH 3/4" CLOSED CELL FOAM. INSULATION SHALL BE EQUAL TO ARMACELL "ARMAFLEX".

32. VENT PIPING SHALL TERMINATE NOT LESS THAN 10 FEET FROM, OR NOT LESS THAN 3 FEET ABOVE, AN OPENABLE WINDOW, DOOR, OPENING, AIR INTAKE, OR VENT SHAFT.

33. PROVIDE DOMESTIC HOT WATER PIPING INSULATION IN ACCORDANCE WITH THE CALIFORNIA ENERGY EFFICIENCY STANDARDS.
2025 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.
2025 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.; (2021 INTERNATIONAL BUILDING CODE OF THE INTERNATIONAL CODE COUNCIL, WITH CALIFORNIA AMENDMENTS) 2025 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.; (2023 NATIONAL ELECTRICAL CODE OF THE NATIONAL FIRE PROTECTION

ASSOCIATION, NFPA)
2025 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.; (2021 UNIFORM MECHANICAL CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS, IAPMO) 2025 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.; (2021 UNIFORM PLUMBING CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS, IAPMO) 2025 ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R.;2025 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R.; (2024 INTERNATIONAL FIRE CODE OF THE INTERNATIONAL CODE COUNCIL) 2025 CALIFORNIA GREEN BUILDING CODE (CAL GREEN), PART 11, TITLE 24 C.C.R.2025 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R.TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.

PARTIAL LIST OF APPLICABLE STANDARDS
2025 CALIFORNIA BUILDING CODE (FOR SFM) REFERENCED STANDARDS CH. 35NFPA 13 AUTOMATIC SPRINKLER SYSTEMS 2025 EDITION (CALIFORNIA AMENDED)
NFPA 14 STANDPIPE SYSTEMS 2019 EDITION
(CALIFORNIA AMENDED)
NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2025 EDITIONNFPA 17A WET CHEMICAL EXTINGUISHING SYSTEMS 2024 EDITIONNFPA 20 STATIONARY PUMPS 2025 EDITIONNFPA 22 STANDARD FOR WATER TANKS FOR PRIVATE FIRE PROTECTION 2016 EDITION
NFPA 24 PRIVATE FIRE SERVICE MAINS 2025 EDITION
(CALIFORNIA AMENDED)
NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2025 EDITION (CALIFORNIA AMENDED)(NOTE: SEE UL STANDARD 1971 FOR "VISUAL DEVICES") NFPA 80 FIRE DOOR AND OTHER OPENING PROTECTIVES 2025 EDITIONNFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING 2023 EDITION

SYSTEMS
NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2025 EDITION (CALIFORNIA AMENDED)
BUILDING CODES: (APPLICABLE AS OF JANUARY 1, 2026)
ABBREVIATION DESCRIPTION& AND@ ATABV ABOVEA/C AIR CONDITIONINGACC ACCESSIBLEADA AMERICANS W ITH DISABILITIES ACTAFF ABOVE FINISH FLOORAHJ AUTHORITY HAVING JURISDICTIONAP ACCESS PANELAPPROX APPROXIMATELYARCH ARCHITECTASD AUTOMATIC SPRINKLER DRAINASTM AMERICAN SOCIETY FOR TESTING AND MATERIALSAVTR ACID VENT THRU ROOFBEL BELOWBFF BELOW FINISHED FLOORBFG BELOW FINISHED GRADEBFP BACKFLOW PREVENTERBLDG BUILDINGBTUH BRITISH THERMAL UNIT PER HOURCA COMPRESSED AIRCBC CALIFORNIA BUILDING CODE, CURRENT EDITIONCD CONDENSATE DRAINCEC CALIFORNIA ELECTRICAL CODE, CURRENT EDITIONCFC CALIFORNIA FIRE CODE, CURRENT EDITIONCFM CUBIC FEET PER MINUTECFH CUBIC FEET PER HOURCLG CEILINGCMC CALIFORNIA MECHANICAL CODE, CURRENT EDITIONCO CLEANOUTCOMB COMBUSTIONCONT CONTINUATIONCONTR CONTRACTORCPC CALIFORNIA PLUMBING CODE, CURRENT EDITIONCVTR CONCENTRIC VENT THRU ROOFCWD CAN WASH DRAIN(D) DEMOLISHDET DETAILDEPT DEPARTMENTDIA DIAMETERDN DOW NDWG DRAWING Ø DIAMETER

E EASTEA EACHEXIST EXISTING(E) EXISTINGELEC ELECTRICALENGR ENGINEEREOR ENGINEER ON RECORDET EXPANSION TANKEXH EXHAUSTF FAHRENHEITFD FLOOR DRAINFFE FINISH FLOOR ELEVATIONFIN FLR FINISH FLOORFIN GR FINISH GRADEFLR FLOORFM FACTORY MANUALFPS FEET PER SECONDFT FOOT, FEETFV FLUSH VALVEGA GAUGEGAL GALLONSGPM GALLONS PER MINUTEGV GREASE VENTGVBF GREASE VENT BELOW FLOORGVTR GREASE VENT THRU ROOFHDR HEADERHORIZ HORIZONTALHBD HOSE BIBB DRAINAGEHP HORSE POWERHVAC HEATING VENTILATION AND AIR CONDITIONINGHZ HERTZICW INDUSTRIAL COLD WATERIE INVERT ELEVATIONIN INCHESIN WC INCHES WATER COLUMNINT INTEGRALIRR IRRIGATIONKW KILOWATTLBS POUNDSMAX MAXIMUMMBH THOUSAND BRITISH THERMAL UNITS PER HOURMC MECHANICAL CONTRACTORMECH MECHANICALMFR MANUFACTURERMIN MINIMUMN NORTHNA NOT APPLICABLENIC NOT IN CONTRACTNFPA NATIONAL FIRE PROTECTION ASSOCIATIONNO NUMBERNTS NOT TO SCALEOC ON CENTEROCD OVERFLOW CONDENSATE DRAINOD OVERFLOW DRAIN, OUTSIDE DIAMETERP PUMPPCD PUMPED CONDENSATE DRAINPH PHASEPLBG PLUMBINGPOC POINT OF CONNECTIONPOD POINT OF DISCONNECTIONPRV PRESSURE REDUCING VALVEPSI POUNDS PER SQUARE INCHRNV RADON VENTINGRO REVERSE OSMOSISRPM REVOLUTIONS PER MINUTERW RECLAIMED WATERS SOUTHSD STORM DRAINSF SQUARE FOOTSHD SHOWER DRAINSIM SIMILARSPKLR SPRINKLERSCW SOFT COLD WATERSS SERVICE SINKSST STAINLESS STEELSTD STANDARDSTRUCT STRUCTURALSYS SYSTEMTD TRENCH DRAINTEMP TEMPERATURETHRU THROUGHT'STAT THERMOSTATTP TRAP PRIMERTYP TYPICALUL UNDERW RITER'S LABORATORYUNO UNLESS NOTED OTHERWISEVA VACUUMV VOLTVBF VENT BELOW FLOORVBG VENT BELOW GRADEVTR SANITARY VENT THRU ROOFW WESTW/ WITHW/O WITHOUTWCO WALL CLEANOUTWC WATER COLUMNWT WEIGHTYB YARD BOX CS
RPBP
FSPS

SYMBOL ABBREVIATION DESCRIPTION

AV ACID VENT PIPING

WALL CLEANOUTHOSE BIBB
/

PRESSURE REDUCING VALVE

CHECK VALVE

SOV / SOC IN WALL APWCO
PRV
CV

RPBP REDUCED PRESSURE BACKFLOW PREVENTER

FCO FLOOR CLEANOUT

COTG CLEANOUT TO GRADE

FLOOR DRAIN OR AREA DRAIN
HB
UNION

SLEEVESTRAINER
PUMP

PRESSURE GAUGETEMPERATURE GAUGE

TPV TEMPERATURE AND PRESSURE RELIEF VALVE

CAP ON END OF PIPE

PIPE RISER DOWN (ELBOW)PIPE RISER UP (ELBOW)PIPE RISE OR DROPBRANCH LINE TOP CONNECTIONBRANCH LINE BOTTOM CONNECTIONFLOW IN DIRECTION OF ARROW

WATER HAMMER ARRESTOR IN WALL ACCESS PANEL

FLOW SWITCHPRESSURE SWITCHAQUASTAT

SEISMIC JOINT

TP W/ SOV TRAP PRIMER WITH SOV IN WALL ACCESS PANEL

WHA IN WALL AP

BLV BALANCING VALVE

SHUT-OFF VALVE / SHUT-OFF COCK IN WALL ACCESS PANEL

SOV SHUT-OFF VALVE ABOVE FINISHED GRADE

CONTINUATION OF PIPING

RHB RECESSED HOSE BIBB

FLOOR SINK

CONTROL STATION

DRYW ELL

OVERFLOW DRAIN (SPILL TO GRADE)ROOF RECEPTOR
P1T1

FLOOR DRAIN OR AREA DRAIN

HATCH INDICATES ITEM(S) TO BE DEMOLISHED

SOC SHUT-OFF COCK ABOVE FINISHED GRADE
AP ACCESS PANELWB WASHING MACHINE OUTLET BOX WITH 1/4 TURN VALVESIB ICE MAKER OUTLET BOX WITH 1/4 TURN VALVESV SOLENOID VALVE

GAS TURRET

SOV INCLG AP SHUT-OFF VALVE IN CEILING ACCESS PANELSOV IN YB SHUT-OFF VALVE BELOW FINISHED GRADE IN YARD BOXSOC IN YB SHUT-OFF COCK BELOW FINISHED GRADE IN YARD BOXSOC INCLG AP SHUT-OFF COCK IN CEILING ACCESS PANEL

GPR GAS PRESSURE REGULATOR

MV / TMV MIXING VALVE / THERMOSTATIC MIXING VALVE
AW ACID WASTE PIPING ABOVE FINISHED FLOORAW-U ACID WASTE PIPING UNDERGROUNDGV GREASE VENT PIPINGGW GREASE WASTE PIPING ABOVE FINISHED FLOORGW-U GREASE WASTE PIPING UNDERGROUNDV SANITARY VENT PIPINGSS SANITARY SOIL OR WASTE PIPING ABOVE FINISHED FLOORSS-U SANITARY SOIL OR WASTE PIPING UNDERGROUNDOD OVERFLOW DRAIN PIPINGSD STORM DRAIN PIPING ABOVE FINISHED FLOORSD-U STORM DRAIN PIPING UNDERGROUNDCD CONDENSATE DRAIN PIPINGOCD OVERFLOW CONDENSATE DRAIN PIPINGHBD HOSE BIBB DRAINAGE PIPINGRW RECLAIMED WATER PIPINGIRR IRRIGATION PIPINGICW INDUSTRIAL COLD WATER PIPINGRO REVERSE OSMOSIS BLENDED W ATER PIPINGCW DOMESTIC COLD WATER PIPINGHW DOMESTIC HOT WATER PIPINGHWR DOMESTIC HOT WATER RETURN PIPINGTW DOMESTIC TEMPERED WATER PIPINGTW R DOMESTIC TEMPERED WATER RETURN PIPINGSCW DOMESTIC SOFT COLD W ATER PIPINGSHWR DOMESTIC SOFT HOT WATER RETURN PIPINGSSD SUBSOIL DRAINAGE PIPINGVAC VACUUM PIPINGCA COMPRESSED AIR PIPINGG STANDARD PRESSURE GAS PIPING (8" W.C.)MPG MEDIUM PRESSURE GAS PIPING (5 PSI)MPG-U MEDIUM PRESSURE GAS PIPING UNDERGROUND (5 PSI)COMB AIR WATER HEATER COMBUSTION AIREXH. AIR WATER HEATER EXHAUST AIRCVTR WATER HEATER CONCENTRIC VENT THRU ROOF

FDFDFSGTRR
DW
OD
CS

REVISION
DETAIL

DEMOLITION KEYNOTE

PLAN IDENTIFICATION

SHEET WHERE PLAN IS DRAW N

CONTINUATION

PLAN IDENTIFICATION

SHEET WHERE PLAN IS DRAW N

ENLARGED PLAN

CLOUD AROUND REVISED AREA OPTIONAL

KEYNOTE IDENTIFICATION

OCCURANCE

SPECIFIC INFORMATION

DEMOLITION KEYNOTE IDENTIFICATION

OCCURANCE

DETAIL IDENTIFICATION

SHEET W HERE DETAIL IS DRAWN

OCCURANCE

FIXTURE IDENTIFICATION

OCCURANCE

SPECIFIC INFORMATION

FIXTURE OR EQUIPMENT IDENTIFICATION
1 FOOD SERVICE SCHEDULE REFERENCE NO.

OCCURANCE

SPECIFIC INFORMATION
SEE 1
P8.01
TYP
1 P4.01
SEE 1 P2.01 FOR CONT
RD-1 3", 900 SF
TYP OF 4
109 IW TO FS-1
TYP OF 2
0101 1", 150 CFH
TYP OF 3
0101
TYP OF 4

1. ALL EQUIPMENT, PIPING, UTILITIES, AND THEIR CONNECTIONS SHALL BE SEISMICALLY BRACED PER LATEST CBC AND EQUIPMENT ANCHORAGE FOR PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTES PER STRUCTURAL DRAWINGS.

2. LIMITS TO NON-STRUCTURAL ITEMS SUSPENDED FROM CONCRETE FILLED METAL DECKING: HANGERS SUPPORTED BY METAL DECKING WITH STRUCTURAL CONCRETE FILL MAY BE INSTALLED USING ICC-ES APPROVED ANCHORAGE SYSTEMS. DO NOT SUPPORT UTILITIES FROM METAL DECK WITHOUT CONCRETE. HANGERS FROM CONCRETE FILLED DECK, WHERE OCCURS, ARE LIMITED TO 4-INCH DIAMETER PIPE MAXIMUM. LOCATE HANGERS TW O FLUTES APART ON SAME DECK SPAN. SUPPORT LARGER PIPING FROM STRUCTURAL BEAMS OR COLUMNS. ADD DOUBLE UNISTRUT SPREADERS AS NECESSARY.

3. PROVIDE SHOP DRAWINGS WITH LARGE SCALE PLANS AND SECTIONS SHOW ING HANGERS AND BRACING LOCATIONS. SHOP DRAWINGS SHALL BE PREPARED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA AND SHALL BE STAMPED AND SIGNED. INDICATE HANGERS AND BRACING LOADS ON STRUCTURAL FRAMING PLANS.

4. EXPANSION ANCHORS AND EPOXY ANCHORS, WHERE USED, SHALL HAVE A MINIMUM EMBEDMENT OF EIGHT TIMES THE ANCHOR DIAMETER AND A MINIMUM EDGE DISTANCE OF 10 TIMES THE DIAMETER. EXPANSION ANCHORS AND EPOXY ANCHORS MUST HAVE CURRENT AND VALID ICC REPORT. SHOT PINS ARE NOT ACCEPTABLE.

5. UNLESS SPECIFIED ON STRUCTURAL DRAWINGS, ANY ALTERATIONS OR MODIFICATIONS TO A STRUCTURAL ELEMENT BY CUTTING, DRILLING, BORING, BRACING, WELDING, ETC. SHALL HAVE WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO STARTING WORK.

6. REFER TO ARCHITECTURAL AND STRUCTURAL DRAW INGS FOR LOCATIONS OF BUILDING SEISMIC/EXPANSION JOINTS. PROVIDE SEISMIC/EXPANSION JOINTS FOR ALL PIPES CROSSING THESE LOCATIONS.

7. SEE GENERAL NOTES ON STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.

Revision Date
408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
LPADesignStudios.com
Developed for
Checked ByScaleJob Number
Submittal Date
70% SCHEMATIC DESIGN 03/10/2026
100% SD / BRIDGING DOCS 03/26/2026
This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.© LPA, Inc.

SANTA TERESA FIRE STATION
1330 W EST LUCHESSA AVENUE
GILROY, CA 95020
GRIFFIN STRUCTURES, INC.

PLUMBING LEGENDS

AND GENERAL NOTES
P0.10
33236Checker

GENERAL NOTES

APPLICABLE CODES

PLUMB ANNOTATION SYMBOLS PLUMBING LEGEND GENERAL STRUCTURAL NOTES ABBREVIATIONS

Page 170 of 256 ends

PARKING

EV CHARGING ONLY
EV

CHARGING
ONLY
NO

PARKING
AC
MILLER AVE.

W LUCHESSA AVE.

PROPOSED NEW BUILDING FIRE STATION
COTG
4" SS-UI.E = -3' - 6" BFF
4" SD-UI.E = -2' - 5" BFF
4" SS-UI.E = -3' - 6" BFF
4" SD-UI.E = -2' - 6" BFF
4" SS-UI.E = -3' - 6" BFF
4" FI.E = -3' - 6" BFF
2" CWI.E = -3' - 0" BFF
4" SD-UI.E = -2' - 6" BFF
4" SD-UI.E = -2' - 6" BFF
4" SD-U
I.E = -2' - 6" BFF
4" SD-U
I.E = -2' - 6" BFF
4" SD-U
I.E = -2' - 6" BFF
4" SD-U
I.E = -2' - 6" BFF
4" SD-U
I.E = -2' - 6" BFF
4" SD-U
I.E = -2' - 6" BFF
4" SD-U
I.E = -2' - 6" BFF
4" SD-U
I.E = -2' - 6" BFF
4" SD-U
I.E = -2' - 6" BFF
OI-1
COTG
P-0001
P-0001
P-0001
P-0001
P-0001
P-0001
P-0001
P-0001
P-0001
P-0001
P-0001
P-0001
P-0001
P-0001
P-0001
P-0001
P-0001
FFE = 303.45
4" SS-UI.E = -3' - 6" BFF
P-0001
3/4" CWI.E = -3' - 0" BFF
P-0001
ETP-4 FD-1

GENERAL NOTES
LEGEND

1. REFER TO THE GENERAL NOTES SECTION OF SHEET P0.10 FOR OVERALL GENERAL NOTES REGARDING THIS PROJECT.

2. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING.

3. THE CONTRACTOR SHALL COORDINATE PLACEMENT OF ALL UNDERGROUND PIPING WITH THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION.

4. REFER TO CIVIL SITE PLANS FOR CONTINUATION OF ALL PLUMBING SYSTEM POINTS OF CONNECTION NOTED ON THIS SHEET.

5. ALL POINTS OF CONNECTION SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR PRIOR TO BID.

LIMIT OF WORK (L.O.W .)APPROXIMATE ROADWAY CENTERLINEPROPERTY LINE PLAN
INSTALL DRIVE LINE WITH 90° BEND TO ENABLE DISCONNECTION AT VALVE.

ALL W ASHDOWN POINTS MUST
COME FROM THIS POINT. NON WASHDOW N POINTS SHOULD BE FROM BEFORE DEMAND VALVE. COLD WATER SUPPLY. MIN 100kPa OTHERS MUST BE PROTECTED BY RPZ. (SUPPLIED ON REQUEST)
DRIVE LINE (BY OTHERS) 1/2"ØD COPPER TUBE

FOX DEMAND VALVEMEDIUM DUTY GRATE
SPECIFICATIONSCHAMBER 0.25" MDPEDIVERSION VALVE FLOW RATE 317 GALLONS/MIN @ 1' 7.7" HEAD
MAXIMUM INLET PRESSURE 1400kPaSTONE BASKET 0.4" HOLES GALVANIZEDGRATE MEDIUM DUTY GALVANIZED SCHEMATIC DETAIL OF DD400 SYSTEM

ELEVATION

FOX DIVERSION VALVE
4"Ø OUTLET TO

SANITARY WASTE
4"Ø OUTLET TO STORM W ATER

BUNDED WASH AREA
(USUALLY LESS THAT 32' 10" ²)
Revision Date
408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
LPADesignStudios.com
Developed for
Checked ByScaleJob Number
Submittal Date
70% SCHEMATIC DESIGN 03/10/2026
100% SD / BRIDGING DOCS 03/26/2026
This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.© LPA, Inc.

SANTA TERESA FIRE STATION
1330 W EST LUCHESSA AVENUE
GILROY, CA 95020
GRIFFIN STRUCTURES, INC.

PLUMBING SITE PLANS
P1.00
33236Checker

PROJECT NORTH N
1" = 20'-0"
PLUMBING SITE PLAN 05

KEYNOTES

ITEM DESCRIPTION
P-0001 POINT OF CONNECTION. SEE CIVIL PLAN FOR CONTINUATION.

NTS 22 CAN W ASH DETAIL (FOX DRAIN DD400)NTS
Fox Drain Detail 23

Page 171 of 256 ends

W
D
DW
REF.

MW
CM
HOSE

STORAGE
TVTV
MIRROR
MB
TV
TV
WH

EXTRACTOR
DRYING
RACK .

RH .

TV
AC
TV
MB
REF.

ICE
1 A
2 3 4 5 6
B
CD
E
F
7 8

TURNOUT
122

NON- RATED

CORRIDOR
119
DORM
112
DORM
113
DORM
114
DORM
115
DORM
116

ACCESSIBLE

RESTROOM
131

ACCESSIBLE

RESTROOM/
SHOWER
111

DECONTAMINATION
130
FIRE
RISER
129
AIR
COMP.
127
STOR.
128
STOR.

CLOSET
CAPTAIN'S 118
OFFICE
117
MDF
123
DAY
ROOM
106
DINING
104

NON-RATED

CORRIDOR
105

NON-RATED

CORRIDOR
107

KITCHEN
103

ELECTRICAL
121

LAUNDRY/

JANITOR
108

RESTROOM/

SHOW ER
109

RESTROOM/

SHOW ER
110

APPARATUS
BAY
125
WEIGHT
ROOM
102
SHARED
OFFICE
101

MEDICAL

STORAGE
124
WORK
ROOM
126
P4.01
07 P4.01
11 P4.01
13 P4.01
05 S-1
BF-1
COTG
4" SS-U
4" SS-U
1 1/2" HW
1" CW
1 1/2" HW
3/4" HW R1 1/2" HW2" CW
TD-1 TD-1
ETP-2
FS-1
4" SS-U
FCO
4" SD-U
4" SS-U
4" F
2" CW
4" SD-U
4" SS-U WS-1
1/2" PD
3/4" HW R
1 1/2" HW
2" CW
RHB-1
4" SD
RHB-1
WCO
4" SD-U
P-0003
P-0004
DSB-1
DSB-1
DSB-1
DSB-1
DSB-1
DSB-1
DSB-1
DSB-1 COTG
OI-1
P-0002
P-0002
P-0002
P-0002P-0002
P-0002
P-0002
P-0002
P-0002
WCO
DSB-1
P-0002
P-0002
3/4" HW R
1 1/2" HW
2" CW
DSB-1
1/2" CA
1/2" CA
HR-1HR-1
P-0002
HB-2
P-0005
RPBF-1
3/4" CW
1/2" CA
IMB-1IMB-1
P-0002
4" OD
4" OD
4" OD
4" SD
4" SD GENERAL NOTES
LEGEND

1. REFER TO THE GENERAL NOTES SECTION OF SHEET P0.10 FOR OVERALL GENERAL NOTES REGARDING THIS PROJECT.

2. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOIDE INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING.

3. THE CONTRACTOR SHALL COORDINATE PLACEMENT OF ALL UNDERGROUND PIPING WITH THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION.

4. REFER TO CIVIL SITE PLANS FOR CONTINUATION OF ALL PLUMBING SYSTEM POINTS OF CONNECTION NOTED ON THIS SHEET.

5. ALL POINTS OF CONNECTION SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR PRIOR TO BID.

6. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL PLANS.

7. BEFORE FABRICATION OR INSTALLATION, THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND EQUIPMENT PROVIDED UNDER ANOTHER SECTION OF SPECIFICATIONS. EXACT ROUGH-IN LOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN FIELD.

8. AL INDIRECT WASTE PIPING SHALL BE SLOPED TO AND TERMINATED AT AN APPROVED RECEPTOR.

STUD WALL CONSTRUCTION1 HOUR RATED WALL CONSTRUCTIONMASONRY WALL CONSTRUCTION Revision Date
408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
LPADesignStudios.com
Developed for
Checked ByScaleJob Number
Submittal Date
70% SCHEMATIC DESIGN 03/10/2026
100% SD / BRIDGING DOCS 03/26/2026
This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.© LPA, Inc. 1/8" = 1'-0"

SANTA TERESA FIRE STATION
1330 W EST LUCHESSA AVENUE
GILROY, CA 95020
GRIFFIN STRUCTURES, INC.

PLUMBING FLOOR PLAN
P2.01
33236Checker
1/8" = 1'-0"
1ST FLOOR PLUMBING PLAN 05

KEYNOTES

ITEM DESCRIPTION
P-0002 PROVIDE CONDENSATE PIPING TO MECHANICAL UNIT.P-0003 PROVIDE COLD WATER CONNECTION TO COFFEE MAKER. REFER TO ARCHITECTURE FOR EXACT LOCATION.

P-0004 PROVIDE HOT WATER CONNECTION TO DISH WASHER. REFER TO ARCHITECTURE FOR EXACT LOCATION.

P-0005 FOX DRAIN FOR REFERENCE ONLY. REFER TO CIVIL PLAN FOR EXACT LOCATION.

Page 172 of 256 ends

1 A
2 3 4 5 6
B
CD
E
F
7 8
RD/OD
RD/OD
RD/OD
HB-1
HB-1 4" V
4" V
4" V
2" V

GENERAL NOTES
LEGEND

1. REFER TO THE GENERAL NOTES SECTION OF SHEET P0.10 FOR OVERALL GENERAL NOTES REGARDING THIS PROJECT.

2. STORM DRAIN ARE SIZED IN ACCORDANCE WITH THE 2025 CALIFORNIA PLUMBING CODE, TABLE 1103.2, AND IS BASED ON A RAINFALL RATE OF 4" (IN) PER HOUR.

3. RAINWATER ON SLOPED ROOF AREAS TO SHEET FLOW TO ARCHITECTURAL GUTTERS. SEE SHEET P2.01 FOR CONTINUATION.

4. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS.

5. BEFORE FABRICATION OR INSTALLATION. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND EQUIPMENT. PROVIDED UNDER ANOTHER SECTION OF SPECIFICATIONS. EXACT ROUGH-IN LOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN FIELD.

Revision Date
408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
LPADesignStudios.com
Developed for
Checked ByScaleJob Number
Submittal Date
70% SCHEMATIC DESIGN 03/10/2026
100% SD / BRIDGING DOCS 03/26/2026
This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.© LPA, Inc. 1/8" = 1'-0"

SANTA TERESA FIRE STATION
1330 W EST LUCHESSA AVENUE
GILROY, CA 95020
GRIFFIN STRUCTURES, INC.

PLUMBING ROOF PLAN
P2.02
33236Checker
1/8" = 1'-0"
PLUMBING ROOF PLAN 05

KEYNOTES

ITEM DESCRIPTION

Page 173 of 256 ends

W
D
WH
CG
CGCG
CG CG
CGCG
WD
WH
CG
CGCG
CG CG
CGCG
HOSE

STORAGE

EXTRACTOR
DRYING
RACK
AC
CG
CGCG
CGCG
CG CG
HOSE

STORAGE

EXTRACTOR
DRYING
RACK
AC
CG
CGCG
CGCG
CG CG
3 D
E
EWH-1
CP-1
SS-1
L-1
L-1L-1
SH-2
TMV-1
L-1
WC-1
WHA-1 TP-1
FD-1
FD-2
WC-1 FD-2WC-1
FD-1
FD-2
TMV-1TMV-1
TP-1
WHA-1
TP-1
WHA-1
FD-1
FD-1

ACCESSIBLE

RESTROOM/
SHOWER
111

RESTROOM/

SHOW ER
109

LAUNDRY/

JANITOR
108

NON-RATED

CORRIDOR
107

TURNOUT
122

ELECTRICAL
121
ET-1
CWB-1
3 D
E
EWH-1
CP-1
SS-1
L-1
L-1L-1
SH-2
TMV-1
L-1
WC-1
WHA-1 TP-1
FD-1
FD-2
WC-1 FD-2WC-1
FD-1
FD-2
TMV-1TMV-1
TP-1
WHA-1
TP-1
WHA-1
FD-1
FD-1

RESTROOM/

SHOW ER
110

ACCESSIBLE

RESTROOM/
SHOWER
111

RESTROOM/

SHOW ER
109

LAUNDRY/

JANITOR
108

NON-RATED

CORRIDOR
107

TURNOUT
122

ELECTRICAL
121
ET-1
2" CW
1 1/2" HW
2" CW
1 1/2" HW
SH-2SH-2
RHB-1
CWB-1
C
7 8
SS-2
WCO L-1
WC-1
FD-2 SH-3
FD-1
TD-2
AC-1
ETP-1
WHA-1
TP-1
FD-1

APPARATUS
BAY
125

DECONTAMINATION
130
STOR.
128
WORK
ROOM
126
AIR
COMP.
127
FIRE
RISER
129 APPARATUS
BAY
125
TMV-1
4" SS-U
FD-1
ASW F-1
P-0006
P-0002
P-0011
C
7 8
SS-2
L-1
WC-1
SH-3
FD-2
FD-1
TD-2
AC-1
ETP-1
WHA-1
TP-1
FD-1

APPARATUS
BAY
125

DECONTAMINATION
130
STOR.
128
WORK
ROOM
126
AIR
COMP.
127
FIRE
RISER
129 APPARATUS
BAY
125
TMV-1
2" CW
1 1/2" HW
3/4" HW R
4" F
ASW F-1
FD-1
RHB-1
2" CW
1/2" CA
FS-1
P-0007
P-0008 P-0009
P-0010
HR-1HR-1
P-0011