Plan.pdf

PROACTIVE ENGINEERING CONSULTANTS

27051 TOWNE CENTRE DRIVE, SUITE 270

FOOTHILL RANCH, CA 92610

(949) 716-7460

CONTACT: FELIX GONZALEZ

MRP PLANNING CO.

130 CENTENNIAL WAY, UNIT C,

TUSTIN, CA 92780

(714) 923-8946

CONTACT: MIKE PAAR

Department of Water Resources Ira J. Chrisman Pumping Plant EVSE Installation

100% Construction Drawings

LOCATION MAP

NOT TO SCALE

INDEX OF DRAWINGS

SCOPE OF WORK

THE SCOPE OF THIS PROJECT CONSISTS OF THE INSTALLATION OF THE ELECTRIC

VEHICLE SUPPLY EQUIPMENT (EVSE) TO PROVIDE POWER TO (8) ELECTRIC VEHICLE

CHARGING STATION (EVCS) PORTS WITHIN THE IRA J. CHRISMAN PUMPING PLANT.

SEE EVCS NOTE ON THIS SHEET.

THE EVSE IS MADE UP OF (1) NEW DISCONNECT SWITCH, (1) NEW TRANSFORMER, (1)

NEW PANELBOARD AS WELL AS NEW FEEDERS TO THE EVCS PORTS LOCATIONS AS

SHOWN ON THESE PLANS. PROJECT INCLUDES STRUCTURAL AND CIVIL WORK

EFFORT/S NECESSARY TO SUPPORT THIS PROJECT. SEE SHEET E1.00 FOR A

SUMMARY OF THE EVCS PORTS.

ALL WORK PERTAINING TO AND ALL MATERIALS SUPPLIED FOR EXECUTING AND

COMPLETING THIS CONTRACT SHALL COMPLY WITH PROVISIONS SPECIFIED IN THE

CONTRACT DOCUMENTS AND WITH ALL APPLICABLE LAWS, REGULATIONS AND

ORDINANCES GOVERNING WORK INCLUDING, BUT NOT NECESSARILY LIMITED TO

THOSE OF THE APPLICABLE CODES LISTED ON SHEET E0.01.

ALTHOUGH THE CONTRACTOR MAY NOT PROCURE OR PERFORM THE FINAL

INSPECTION OF THE EVCS, SUCH WORK IS WITHIN THE PERMIT SCOPE AND MAY BE

PERFORMED BY OTHERS.

ALL EVCS INSTALLED ARE NOT AVAILABLE TO THE GENERAL PUBLIC AND ARE

INTENDED FOR USE BY A DESIGNATED VEHICLE OR DRIVER; THEREFORE, PER CBC

SECTION 11B-228.3.2 EXCEPTION 1, THE EVCS SHALL NOT BE REQUIRED TO COMPLY

WITH CBC 11B-228.3.2 ACCESS REQUIREMENTS.

SHEET COUNT DWG. NO. DESCRIPTION

1 OF 16 T0.01 TITLE SHEET, LOCATION MAP, GENERAL NOTES &

SHEET INDEX

2 OF 16 E0.01 SYMBOLS, DESIGNATION AND ABBREVIATIONS

3 OF 16 E0.02 SITE SAFETY PLAN

4 OF 16 E0.03 SITE SAFETY PLAN

5 OF 16 E1.00 SITE PLAN

6 OF 16 E2.00 GROUND LEVEL POWER PLAN

7 OF 16 E2.01 ENLARGED POWER PLANS

8 OF 16 E2.02 MOTOR FLOOR POWER PLAN

9 OF 16 E4.00 ELECTRICAL DETAILS

10 OF 16 E5.00 SINGLE LINE DIAGRAM & SCHEDULES

11 OF 16 C1 TITLE SHEET

12 OF 16 C2 SITE PLAN

13 OF 16 S0.01 GENERAL NOTES

14 OF 16 S0.02 SPECIAL INSPECTIONS

15 OF 16 S2.00 PARKING LOT EQUIPMENT SUPPORT PLAN

16 OF 16 S4.00 STRUCTURAL DETAILS

1. THE ARRANGEMENT OF THE EQUIPMENT, ELECTRICAL DEVICES, ETC. SHOWN ON THESE DRAWINGS IS GENERAL AND IS SHOWN TO IDENTIFY THE GENERAL INTENT OF THE PROJECT. ALL DETAILS AND ARRANGEMENTS SHALL BE VERIFIED PRIOR TO THE START OF WORK. THE DRAWINGS ARE NOT INTENDED TO SHOW EXACT DIMENSIONS/LOCATIONS.

2. CODE COMPLIANCE: ALL WORK SHALL CONFORM TO BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE CODES, STANDARDS, AND ORDINANCE AS SET FORTH BY THE AUTHORITIES HAVING JURISDICTION AND THEIR LATEST ADOPTED EDITIONS (IN EFFECT AT THE TIME OF THE BUILDING PERMIT APPLICATION) OF THE FOLLOWING PUBLICATIONS:

· CALIFORNIA CODE OF REGULATIONS TITLE 24: INCLUDES 2025 CALIFORNIA ELECTRICAL CODE, 2025 CALIFORNIA FIRE CODE, 2025 CALIFORNIA BUILDING CODE, APPLICABLE YEARS OF NFPA ETC. WITH CALIFORNIA AND OTHER LOCAL

AMENDMENTS AS APPLICABLE.

· 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.

3. SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND RESPONSIBLE MANNER. KEEP DEAD FRONT EQUIPMENTS IN PLACE WHILE ENERGIZED. CONDUCT ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES AS WELL AS OTHER WORK PERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS, TAPE, ETC. AS REQUIRED FOR SAFETY. THE CONTRACTOR SHALL HOLD ALL PARTIES HARMLESS OF

NEGLIGENT PRACTICES, WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR THE JOB SITE.

4. FIRE RATED ASSEMBLIES SHALL MAINTAIN RATINGS AS SPECIFIED IN THE CALIFORNIA BUILDING CODE, CHAPTER 7. ALL ASSEMBLIES TO BE PENETRATED SHALL BE INSTALLED WITH APPLICABLE THROUGH-PENETRATION FIRESTOP SYSTEM AS DETERMINED BY UL CLASSIFICATION. BEFORE CONSTRUCTION, VERIFY AND COMPLY WITH REQUIREMENTS.

5. PROVIDE THIRD-PARTY TESTING FOR ALL NEW FEEDER CONDUCTORS. BRANCH CIRCUITS ARE NOT REQUIRED TO BE

TESTED BY THIRD-PARTY. REFER TO PROJECT SPECIFICATIONS FOR MORE INFORMATION.

FOR EXISTING BUILDINGS:

1. ASBESTOS/LEAD PAINT: IF DURING THE COURSE OF WORK THE CONTRACTOR OBSERVES THE EXISTENCE OF ASBESTOS/LEAD PAINT, ASBESTOS BEARING MATERIALS, THE CONTRACTOR SHALL IMMEDIATELY TERMINATE FURTHER WORK ON THE PROJECT AND NOTIFY THE DWR SITE REPRESENTATIVE OF THE CONDITIONS. THE DWR SITE REPRESENTATIVE, AFTER CONSULTATION WITH THE DEPARTMENT OF GOVERNMENT (DGS) PROJECT MANAGER, WILL

DETERMINE THE FURTHER COURSE OF ACTION.

2. ANY DEMOLITION WORK SHOWN WAS PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER DOES NOT REPRESENT THAT ALL ITEMS WHICH MAY REQUIRE DEMOLITION HAVE BEEN SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CAREFULLY EXAMINE THE SITE AND CONTRACT DOCUMENTS AND TO PERFORM ALL DEMOLITION AND RECONSTRUCTION WHICH MAY BE REQUIRED FOR THE PROPER EXECUTION AND

COMPLETION OF THE WORK.

3. EXISTING CONDITIONS: INFORMATION SHOWN FOR EXISTING CONDITIONS WAS PRIMARILY GAINED FROM "AS-BUILT" DRAWINGS AND/OR LIMITED FIELD INVESTIGATION. BEFORE BID, VISIT SITE TO VERIFY EXISTING CONDITIONS AND MAKE

ALLOWANCE FOR VARIATION FROM THAT SHOWN.

4. CLOSELY COORDINATE OUTAGE AND FACILITY DISRUPTION TIMES WITH THE DWR SITE REPRESENTATIVE. A MINIMUM 72-HOURS NOTICE IS REQUIRED BEFORE ANY CIRCUIT SHUTDOWN OR DISRUPTION TO FACILITY OPERATIONS OR

PERSONNEL FUNCTIONS.

GENERAL NOTES

CONSTRUCTION TYPE: TYPE V-A

OCCUPANCY CLASSIFICATION: FACTORY GROUP F-1

OCCUPANCY LOAD: 68

ACTUAL BUILDING HEIGHT: 46'-0"

BUILDING AREA (SQ. FT.) 20,196

AREA OF PROJECT (SQ. FT.) 2,860

SEPARATED OR NON-SEPARATED USE: N/A

ALLOWABLE AREA: 24,500

AREA INCREASED: YES

HEIGHT INCREASED: NO

FIRE SPRINKLERS: NO

FIRE ALARM: YES

OTHER FIRE PROTECTION SYSTEMS: YES

SMOKE CONTROL SYSTEM: NO

YEAR CONSTRUCTED: 1967

HIGH FIRE SEVERITY ZONE: YES - MODERATE

SEISMIC JOINTS: NO

EMERGENCY RESPONDER RADIO COVERAGE: N/A

OFFICE OF SUSTAINABILITY, DGS

707 3RD STREET, 4TH FLOOR

WEST SACRAMENTO, CA 95606

(916) 823-7059

CONTACT: JANELLE GOULDING

BUILDING INFORMATION

EVCS NOTE:

ELECTRICAL VEHICLE CHARGING STATION (EVCS)

SHALL BE PROVIDED BY THE STATE

(DEPARTMENT OF GENERAL SERVICES), AND

INSTALLED BY THE CURRENT ELECTRIC

VEHICLE CHARGING STATION STATE VENDOR.

ALL FINAL TERMINATIONS AND/OR SPLICING FOR

THE EVCS SHALL BE THE RESPONSIBILITY AND

PERFORMED BY THE STATE VENDOR.

PROJECT TEAM

PROJECT DIRECTOR

STRUCTURAL ENGINEERCIVIL ENGINEER

ELECTRICAL ENGINEER

GOSS ENGINEERING, INC.

255 EAST RINCON STREET, SUITE 301,

CORONA, CA 92879

(951) 340-1977

CONTACT: ED BURTCH

R

CALL 811 BEFORE YOU DIG.

DGS PROJECT NUMBER: 000000000013639

PROJECT

LOCATION

SFM APPLICATION NUMBER: 26-S-0393-C

Drawn by:

Job No.:

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Date:

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S ou th S ab od an S tr ee t, Ba ke rs fie ld

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D ep ar tm en t o f W at er R es ou rc es

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CSFM APPLICATION NUMBER: 26-S-0393-C

95% CD SubmittalEB10/31/20251

100% CD SubmittalEB02/06/20262

TITLE SHEET, LOCATION

MAP, GENERAL NOTES &

SHEET INDEX

T0.01

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

3/30/2026

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

26-0393

DWR - Electric Vehicle Supply Equipment - Chrisman Pumping Plant

PROJECT NUMBER: 000000000013639; 05/29/26

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ABBREVIATIONS

ANNOTATION SYMBOLS

LEGEND

WIRING SYSTEM ABOVE FLOOR

LEVEL, CONCEALED IN WALL OR

ABOVE CEILING UON

WIRING SYSTEM IN OR UNDER

FLOOR OR CONCEALED IN OR

BEHIND STRUCTURE OR EQUIPMENT

CONDUIT STUB ENDING WITH CAP

E0.1

REMOVE/RELOCATE/DEMOLISH

EXISTING

FUSE

RECESSED PANELBOARD 120V/208V

SWITCH

COMBINATION MOTOR

STARTER/DISCONNECT SWITCH

(NUMBER INDICATES STARTER SIZE)

DISCONNECT SWITCH (FUSED),

HORSE POWER RATED

SURFACE MOUNTED PANELBOARD

277V/480V

DISTRIBUTION BOARD

FUSED DISCONNECT SWITCH

RECESSED PANELBOARD 277V/480V

SURFACE MOUNTED PANELBOARD

120V/208V

DISCONNECT SWITCH (NON-FUSED)

ELECTRICAL

SYMBOL

DESCRIPTION

F

SHEET WHERE DETAIL

IS DRAWN

OCCURRENCE

DETAIL IDENTIFICATION

(TYP.)

DETAIL

RECONSTRUCTION KEY NOTE

DEMOLITION KEY NOTE

REVISION

REVISED AREA

REVISION TAG

A AMPERE

ADA AMERICAN DISABILITIES ACT

AC ALTERNATING CURRENT

AF AMPERE FRAME

AS AMPERE SWITCH

AFC ABOVE FINISHED CEILING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AIC AMPERE INTERRUPTING CAPACITY

ANN ANNUNCIATOR

AT AMPERE TRIP

ATS AUTOMATIC TRANSFER SWITCH

AV AUDIO-VISUAL

AWG AMERICAN WIRE GAUGE

BKR BREAKER

BLDG BUILDING

C CONDUIT

CB CIRCUIT BREAKER

CATV CABLE TELEVISION

CEC CALIFORNIA ELECTRICAL CODE

CKT CIRCUIT

CLG CEILING

CO CONDUIT ONLY

COMM COMMUNICATIONS

COMP COMPUTER

DB DISTRIBUTION BOARD

DISC DISCONNECT

DIST DISTRIBUTION

DL DOUBLE LUG

DP DISTRIBUTION PANEL

DWG DRAWING

E EXISTING TO REMAIN

EEOR ELECTRICAL ENGINEER ON RECORD

EG EQUIPMENT GROUND

ELEC ELECTRICAL

EMH ELECTRICAL MAN HOLE

EHH ELECTRICAL HAND HOLE

EM EMERGENCY

EMT ELECTRICAL METALLIC TUBING

EPO EMERGENCY POWER OFF

EQUIP EQUIPMENT

EV ELECTRIC VEHICLE

EVCS ELECTRIC VEHICLE CHARGING STATION

EVSE ELECTRIC VEHICLE SUPPLY EQUIPMENT

F FUSE, FUSED

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FLA FULL LOAD AMPERES

GRD GROUND

GALV GALVANIZE, GALVANIZED

GEN GENERATOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER

HID HIGH INTENSITY DISCHARGE

HOA HAND-OFF-AUTOMATIC

HP HORSEPOWER

HPF HEAT PUMP HIGH POWER FACTOR

HPS HIGH PRESSURE SODIUM

JB JUNCTION BOX

KA THOUSAND AMPERES

KCMIL THOUSAND CIRCULAR MILS

KVA KILOVOLT-AMPERE

KW KILOWATT

LCL LONG CONTINUOUS LOAD

LTG LIGHTING

MC METAL CLAD CABLE

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MCM THOUSAND CIRCULAR MILS

MDP MAIN DISTRIBUTION PANEL

MFR MANUFACTURER

MH METAL HALIDE

MIN MINIMUM

MLO MAIN LUGS ONLY

MTD MOUNTED

MTR MOTOR

MTS MANUAL TRANSFER SWITCH

NEC NATIONAL ELECTRIC CODE

NF NON-FUSED

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NC NORMALLY CLOSED

P POLE, POLES

PF POWER FACTOR

PNL PANEL

PRI PRIMARY

PVC POLYVINYL CHLORIDE CONDUIT

PWR POWER

PH PHASE

Ø PHASE

R REMOVE

RR REMOVE AND RELOCATE

RL RELOCATED

RECEPT RECEPTACLE

RGS RIGID GALVANIZED STEEL CONDUIT

SEC SECONDARY

SUSP SUSPEND, SUSPENDED

SW SWITCH

SWBD SWITCHBOARD

SWGR SWITCHGEAR

TBB TELECOMMUNICATIONS BACKBOARD

TMH TELECOMMUNICATIONS MAN HOLE

THH TELECOMMUNICATIONS HAND HOLE

TYP. TYPICAL

UON UNLESS OTHERWISE NOTED

V VOLT, VOLTS

VA VOLT-AMPERES

VAV VARIABLE AIR VOLUME

WT WATERTIGHT

W WATT OR WIRE

WP WEATHER PROOF

XFMR TRANSFORMER

Y WYE CONNECTION

MISCELLANEOUS

LINE TYPES

JUNCTION BOX WITH COVER

(MINIMUM 4" SQUARE OR AS

REQUIRED)

CONCRETE BOLLARD

SINGLE PORT PEDESTAL TYPE

ELECTRIC VEHICLE CHARGING STATION

DUAL PORT PEDESTAL TYPE

ELECTRIC VEHICLE CHARGING STATION

T TRANSFORMER. "F" DENOTES FRONT

OF TRANSFORMER.

DIGITAL MULTI-METERDMM

UNDERGROUND PULL BOX

WHEELSTOP

SURFACE MOUNTED JUNCTION BOX

WITH COVER

(MINIMUM 4" SQUARE OR AS

REQUIRED)

PB

APPLICABLE CODES

J

J

PB SURFACE-MOUNTED PULL BOX

F

FENCE

2025 CALIFORNIA BUILDING CODE (CBC) PART 2,

VOLUMES 1 AND 2, TITLE 24

(BASED ON 2024 INTERNATIONAL BUILDING CODE)

2025 CALIFORNIA ELECTRIC CODE (CEC) PART 3, TITLE 24

(BASED ON 2023 NATIONAL ELECTRIC CODE)

2025 CALIFORNIA FIRE CODE (CFC) PART 9, TITLE 24

(BASED ON 2024 INTERNATIONAL FIRE CODE)

2025 CALIFORNIA ENERGY CODE PART 6, TITLE 24

2025 CALIFORNIA REFERENCED STANDARD CODE PART 12,

TITLE 24

TITLE 19, PUBLIC SAFETY, STATE FIRE MARSHAL

REGULATIONS

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

PARTIAL LIST OF APPLICABLE NATIONAL FIRE PROTECTION

ASSOCIATION (NFPA) STANDARDS

NFPA 72, 2025 EDITION - NATIONAL FIRE ALARM AND

SIGNALING CODE (AMENDED BY CSFM)

NFPA 80, 2025 EDITION - FIRE DOORS AND OTHER OPENING

PROTECTIVES

REFER TO 2025 CBC CHAPTER 35 FOR ADDITIONAL

STANDARDS NOT PROVIDED ON THIS LIST

1. CONTRACTOR SHALL PERFORM INSTALLATION WORK IN CONFORMANCE WITH THE 2025 EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC) AND ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS.

2. CONDUIT ROUTING AND EQUIPMENT LOCATION AS SHOWN ON THE ELECTRICAL POWER PLAN ARE DIAGRAMMATIC IN NATURE. CONTRACTOR SHALL VERIFY FEASIBILITY OF THE INSTALLATION BEFORE COMMENCING THE JOB. ANY OBSERVATIONS TO THE EXECUTION OF THE WORK SHALL BE BROUGHT TO THE

ATTENTION OF THE ENGINEER OF RECORD IMMEDIATELY.

3. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER CONSTRUCTION TRADES. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY UNRESOLVED ISSUES THAT MAY DELAY INSTALLATION OF

WORK.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROPER WORKING SPACE PER CALIFORNIA

ELECTRICAL CODE (CEC), PARAGRAPH 110-26.

5. CONTRACTOR SHALL PROVIDE NECESSARY HARDWARE AND SUPPORTS AS REQUIRED FOR ELECTRICAL CONDUIT/WIRE NOT SCHEDULED FOR DEMOLITION PER CALIFORNIA ELECTRICAL CODE (CEC), PARAGRAPH 110-12.

6. THE SEISMIC BRACING AND ANCHORAGE OF ELECTRICAL CONDUITS SHALL BE IN ACCORDANCE WITH THE

CALIFORNIA BUILDING CODE, CHAPTER 16.

7. CONNECTIONS TO VIBRATING EQUIPMENT AND SEISMIC SEPARATIONS:

· LIQUID-TIGHT FLEXIBLE STEEL CONDUIT IN DRY INTERIOR LOCATIONS.

· LIQUID-TIGHT FLEXIBLE STEEL CONDUIT IN AREAS EXPOSED TO WEATHER, DAMP LOCATIONS, CONNECTIONS TO TRANSFORMER ENCLOSURES, AND FINAL CONNECTIONS TO MOTORS.

PROVIDE A SEPARATE INSULATED EQUIPMENT GROUNDING CONDUCTOR IN FLEXIBLE CONDUIT RUNS.

MAXIMUM LENGTH SHALL BE SIX FEET UNLESS OTHERWISE NOTED.

8. WHENEVER A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT, WIRE, EQUIPMENT DEVICES, CIRCUIT BREAKERS, GROUND FAULT PROTECTION SYSTEMS, ETC. (ALL MATERIALS), ARISES ON THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL MATERIAL AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS NOTED ON THE DRAWINGS OR IN THE

SPECIFICATIONS TO ENSURE COMPLETE AND OPERABLE SYSTEMS.

9. ARC-FLASH LABELS SHALL BE PROVIDED TO THE CONTRACTOR TO INSTALL ON NEW LOW VOLTAGE (480V, 208V, 120V) SYSTEMS REPRESENTED ON THE PROJECT DRAWINGS. THIS INCLUDES SWITCHBOARDS, PANEL BOARDS, TRANSFORMERS, DISCONNECT SWITCHES AND OTHER REQUIRED ELECTRICAL EQUIPMENT. THESE LABELS SERVE AS A GUIDE TO ASSIST THE EMPLOYEES AND OTHERS IN THE SELECTION OF PROPER PERSONAL

PROTECTIVE EQUIPMENT WHEN WORKING AROUND EXPOSED AND ENERGIZED CONDUCTORS.

ELECTRICAL GENERAL NOTES

Drawn by:

Job No.:

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Description of RevisionsByDate#

Sheet Title/Number

Scale:

Date:

REVISIONS

S ou th S ab od an S tr ee t, Ba ke rs fie ld

, C A

E. Torres

E. Burtch

As Noted

D ep ar tm en t o f W at er R es ou rc es

Ira J

. C hr is m an P um pi ng P la nt

E V

S E

In st al la tio n

124-01-01.34

12/15/2025

V1

255 East Rincon St., Suite 301 Corona, CA 92879 P 951.340.1977 | F 951.340.1090 www.gossengineering.com

DSA IDENTIFICATION STAMP:

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No. E17083

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CSFM APPLICATION NUMBER: 26-S-0393-C

95% CD SubmittalEB10/31/20251

100% CD SubmittalEB02/06/20262

SYMBOLS,

DESIGNATION AND

ABBREVIATIONS

E0.01

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

3/30/2026

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

26-0393

DWR - Electric Vehicle Supply Equipment - Chrisman Pumping Plant

PROJECT NUMBER: 000000000013639; 05/29/26

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FIRE SAFETY PLAN - CONSTRUCTION

1. NAME AND CONTACT INFORMATION OF SITE SAFETY DIRECTOR:

HAL GOUNDER

ASSOCIATE SAFETY ENGINEER

CA DEPT. OF WATER RESOURCES

SAN JOAQUIN FIELD DIVISION

OFFICE: (661) 858-5529

CEL: (661) 301-4128

2. DOCUMENTATION OF THE TRAINING OF THE SITE SAFETY DIRECTOR AND FIRE WATCH PERSONNEL:

· FIRE EXTINGUISHER TRAINING

· ARC FLASH AWARENESS

· HAZARD ASSESSMENT & MITIGATION CSWP 1.06

· INJURY ILLNESS PREVENTION PLAN

· PERSONAL PROTECTIVE EQUIPMENT

· WORKPLACE SAFETY

· INCIDENT INVESTIGATION AWARENESS

· PROTECTIVE GROUNDING

· STANDARDIZED EMERGENCY MANAGEMENT SYSTEM (SEMS)

· NATIONAL EMERGENCY MANAGEMENT SYSTEM (NEMS)

3. PROCEDURES FOR REPORTING EMERGENCIES:

THIS INFORMATION WAS PROVIDED FROM THE SJFC EAP REDBOOK.

ANY FIRE WILL BE REPORTED TO THE OFFICE OF THE STATE FIRE MARSHAL. ANY FIRE ON STATE PROPERTY OR IN FACILITIES IS CONSIDERED A RESPONSE LEVEL SITUATION AND THE FIRE EVENT ACTIONS CHECKLIST OF THE EMERGENCY ACTION PLAN WILL BE FOLLOWED. THE AREA CONTROL CENTER (ACC) WILL BE NOTIFIED OF

AN INCIDENT. WHEN NOTIFYING ACC TRY TO DETERMINE AND DOCUMENT THE FOLLOWING:

a. TYPE AND TIME OF INCIDENT

b. LOCATION OF FIRE - EXTERNAL OR INTERNAL, DISTANCE FROM STRUCTURES, SIZE, PROXIMITY TO

POWER LINERS

c. WEATHER CONDITIONS, WIND SPEED/DIRECTION

d. INFORMATION ON INJURY OR FATALITY

e. EQUIPMENT AFFECTED

f. NAME AND CONTACT FOR PERSONNEL REPORTING

THE ACC WILL RECORD THE INFORMATION IN THE OPERATIONS LOG. THE ACC WILL THEN RUN THE EAP

CHECKLIST.

REFERENCES AND ORDERS THAT PERTAIN TO FIRES: STANDARD OPERATION ORDER (SOO) PC 600.36 REPORTING OF FIRES OR EXPLOSIONS. SJFD S00 18 PROTOCOL FOR ENTERING SJFD FACILITY WHEN SOKE IS

PRESENT. PLANT AND SITE-SPECIFIC CONTINGENCE PLANS.

4. FIRE DEPARTMENT VEHICLE ACCESS ROUTES:

SEE MAP ON PLANS.

CONSTRUCTION SITE SHALL BE READILY ACCESSIBLE BY FIRE DEPARTMENT APPARATUS BY MEANS OF ROADWAYS HAVING AN ALL-WEATHER DRIVING SERVICE OF NOT LESS THAN 20 FEET OF UNOBSTRUCTED WIDTH. THE ROADS SHALL WITHSTAND LIVE LOADS OF FIRE APPARATUS, AND HAVE A MINIMUM OF 13 FEED, 6 INCHES OF VERTICAL CLEARANCE. DEAD END FIRE ACCESS ROADS IN EXCESS OF 150 FEET IN LENGTH SHALL

BE PROVIDED WITH APPROVED TURNAROUNDS.

5. LOCATION OF FIRE PROTECTION EQUIPMENT, INCLUDING PORTABLE FIRE EXTINGUISHERS, STANDPIPES, FIRE

DEPARTMENT CONNECTIONS AND FIRE HYDRANTS:

SEE MAP ON PLANS.

6. SMOKING AND COOKING POLICIES, DESIGNATED AREAS TO BE USED WHERE APPROVED, AND SIGNAGE

LOCATIONS IN ACCORDANCE WITH SECTION 3305.8:

N/A (NO SMOKING OR COOKING ALLOWED ON PREMISES)

7. LOCATION AND SAFETY CONSIDERATIONS FOR TEMPORARY HEATING EQUIPMENT:

N/A (NO TEMPORARY HEATING EQUIPMENT FOR THIS PROJECT)

8. HOT WORK PERMIT PLAN:

N/A (NO HOT WORK FOR THIS PROJECT. ALL WELDING ON FENCING AND GATES SHALL BE SHOP FABRICATED

BEFORE INSTALLATION ON SITE).

9. PLANS FOR CONTROL OF COMBUSTIBLE WASTE MATERIAL:

ACCUMULATIONS OF COMBUSTIBLE WASTE MATERIAL, SUCH AS WOOD, PLASTIC, INSULATION, PAINTS AND VARNISHES, ADHESIVES AND SEALANTS, DUST, AND DEBRIS SHALL BE REMOVED FROM THE WORK SITE AT THE END OF EACH WORK SHIFT OR MORE FREQUENTLY AS NECESSARY FOR SAFE OPERATIONS. MATERIALS SUSCEPTIBLE TO SPONTANEOUS IGNITION, SUCH AS OILY RAGS, SHALL BE STORED IN A LISTED DISPOSAL CONTAINER. YARD STORAGE OF EQUIPMENT TO BE INSTALLED OR COMBUSTIBLE CONSTRUCTION MATERIALS

SHALL NOT BE STORES CLOSER THEN 30 FEET FROM ANY STRUCTURE UNDER CONSTRUCTION OR

ALTERATION.

10. LOCATIONS AND METHODS FOR STORAGE AND USE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS AND OTHER

HAZARDOUS MATERIALS:

STORAGE - FLAMMABLE AND COMBUSTIBLE LIQUID STORAGE AREAS SHALL BE MAINTAINED CLEAR OF COMBUSTIBLE VEGETATION AND WASTE MATERIALS. SUCH STORAGE AREAS SHALL NOT BE USED FOR THE STORAGE OF COMBUSTIBLE MATERIALS. SMOKING AND OTHER SOURCES OF IGNITION SHALL BE PROHIBITED IN AREAS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED. STORAGE OF CLASS I AND CLASS II LIQUIDS SHALL NOT EXCEED 60 GALLONS WITHIN 50 FEET OF THE STRUCTURE UNLESS APPROVED BY

KERN COUNTY FD.

TANKS - TANKS AND CONTAINERS FOR THE STORAGE OF LIQUIDS ABOVE GROUND SHALL BE CONSPICUOUSLY MARKED WITH THE NAME OF THE PRODUCT THEY CONTAIN AND THE WORDS: "FLAMMABLE--KEEP FIRE AND FLAME AWAY." TANKS SHALL BEAR THE ADDITIONAL MARKING: "KEEP 50 FEET FROM BUILDINGS." A. TANKS MORE THAN 100 GALLONS IN CAPACITY, WHICH ARE PERMANENTLY INSTALLED OR MOUNTED AND USED FOR THE STORAGE OF CLASS I, II OR III LIQUIDS, SHALL BE PROVIDED WITH A PLACARD IN ACCORDANCE WITH NFPA 704.B. PORTABLE FIRE EXTINGUISHERS WITH A MINIMUM RATING OF 20-B:C SHALL BE PROVIDED WITHIN 30 FEET

OF THE TANK.

HANDLING AT POINT OF FINAL USE - THE STORAGE, USE AND HANDLING OF FLAMMABLE AND COMBUSTIBLE LIQUIDS AT CONSTRUCTION SITES SHALL BE IN ACCORDANCE WITH CFC SECTION 5706.2. VENTILATION SHALL BE PROVIDED FOR OPERATIONS INVOLVING THE APPLICATION OF MATERIALS CONTAINING FLAMMABLE SOLVENTS. CLASS I AND CLASS II LIQUIDS SHALL BE KEPT IN APPROVED SAFETY CONTAINERS, LEAKAGE AND SPILLS - LEAKING VESSELS SHALL BE IMMEDIATELY REPAIRED OR TAKEN OUT OF SERVICE AND SPILLS SHALL BE CLEANED UP AND DISPOSED OF PROPERLY. PROVISIONS FOR SITE SECURITY.

APPLICABLE CODES

STANDARD ADMINISTRATIVE CODE:

· 2025 CALIFORNIA BUILDING CODE (CBC)

· 2025 CALIFORNIA ELECTRICAL CODE (CEC)

· 2025 CALIFORNIA MECHANICAL CODE (CMC)

· 2025 CALIFORNIA PLUMBING CODE (CPC)

· 2025 CALIFORNIA ENERGY CODE

· 2025 CALIFORNIA FIRE CODE

· 2025 CALIFORNIA GREEN BUILDING CODE

· 2025 CALIFORNIA REFERENCE STANDARD CODE

· CCR-TITLE 19 PUBLIC SAFETY: DIVISION 1 STATE FIRE MARSHAL

· 2025 NFPA 13 INSTALLATION OF FIRE SPRINKLER

· 2024 NFPA 14 INSTALLATION OF STANDPIPE AND HOSE SYSTEM

· 2025 NFPA 20 INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION

· 2025 NFPA 24 INSTALLATION OF PRIVATE FIRE SERVICES MAINS AND THEIR APPURTENANCE

· 2013 NFPA 25 CALIFORNIA EDITION, INSPECTION, TESTING AND MAINTENANCE OF WATER BASED

FIRE PROTECTION SYSTEMS

· 2025 NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE "AS AMENDED BY CALIFORNIA" CSF

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate#

Sheet Title/Number

Scale:

Date:

REVISIONS

S ou th S ab od an S tr ee t, Ba ke rs fie ld

, C A

E. Torres

E. Burtch

As Noted

D ep ar tm en t o f W at er R es ou rc es

Ira J

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255 East Rincon St., Suite 301 Corona, CA 92879 P 951.340.1977 | F 951.340.1090 www.gossengineering.com

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CSFM APPLICATION NUMBER: 26-S-0393-C

95% CD SubmittalEB10/31/20251

100% CD SubmittalEB02/06/20262

SITE SAFETY

PLAN

E0.02SCALE

FIRE HYDRANT AND FIRE EXTINGUISHER LOCATIONS 1N.T.S.

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

3/30/2026

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

26-0393

DWR - Electric Vehicle Supply Equipment - Chrisman Pumping Plant

PROJECT NUMBER: 000000000013639; 05/29/26

AutoCAD SHX Text O

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate#

Sheet Title/Number

Scale:

Date:

REVISIONS

S ou th S ab od an S tr ee t, Ba ke rs fie ld

, C A

E. Torres

E. Burtch

As Noted

D ep ar tm en t o f W at er R es ou rc es

Ira J

. C hr is m an P um pi ng P la nt

E V

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In st al la tio n

124-01-01.34

12/15/2025

V1

255 East Rincon St., Suite 301 Corona, CA 92879 P 951.340.1977 | F 951.340.1090 www.gossengineering.com

DSA IDENTIFICATION STAMP:

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No. E17083

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CSFM APPLICATION NUMBER: 26-S-0393-C

95% CD SubmittalEB10/31/20251

100% CD SubmittalEB02/06/20262

SITE SAFETY

PLAN

E0.03SCALE

PUMPING PLANT AREA MAP & FIRE ACCESS PLAN 1N.T.S.

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

3/30/2026

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

26-0393

DWR - Electric Vehicle Supply Equipment - Chrisman Pumping Plant

PROJECT NUMBER: 000000000013639; 05/29/26

AutoCAD SHX Text O

DWR

IRA J. CHRISMAN

PUMPING PLANT

MOTOR

ROOM

SERVICE

BAY

PARKING - ASPHALT PAVEMENT

TRANSFORMER

YARD

CALIFORNIA

AQUEDUCT

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate#

Sheet Title/Number

Scale:

Date:

REVISIONS

S ou th S ab od an S tr ee t, Ba ke rs fie ld

, C A

E. Torres

E. Burtch

As Noted

D ep ar tm en t o f W at er R es ou rc es

Ira J

. C hr is m an P um pi ng P la nt

E V

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In st al la tio n

124-01-01.34

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255 East Rincon St., Suite 301 Corona, CA 92879 P 951.340.1977 | F 951.340.1090 www.gossengineering.com

DSA IDENTIFICATION STAMP:

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No. E17083

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CSFM APPLICATION NUMBER: 26-S-0393-C

95% CD SubmittalEB10/31/20251

100% CD SubmittalEB02/06/20262

SITE PLAN

E1.00

E2.00

EVCS SUMMARY

LOCATION PARKING TYPE SHEET EXISTING EVCS SPACES NEW EVCS SPACES

PARKING LOT

*FLEET E2.00 (0) LEVEL 2 (8) LEVEL 2

TOTAL FLEET PORTS: (8) LEVEL 2

* NOTE:

FLEET EVCS INSTALLED ARE NOT AVAILABLE TO THE GENERAL PUBLIC AND ARE INTENDED FOR USE BY A DESIGNATED VEHICLE OR DRIVER; THEREFORE, PER CBC SECTION 11B-228.3.2 EXCEPTION 1, THE EVCS SHALL NOT BE REQUIRED TO COMPLY WITH CBC

11B-228.3.2 ACCESS REQUIREMENTS.

SCALE

PUMPING PLANT SITE PLAN 11/32" = 1'-0"

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

3/30/2026

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

26-0393

DWR - Electric Vehicle Supply Equipment - Chrisman Pumping Plant

PROJECT NUMBER: 000000000013639; 05/29/26

AutoCAD SHX Text O

1 2

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

T

CONCRETE CURB

PARKING - ASPHALT PAVEMENT

EXISTING

TREECONCRETE

APRON

ROLL-UP DOOR

SERVICE

HATCH

ELEVATOR

ASPHALT

PAVEMENT

CALIFORNIA

AQUEDUCT

MOTOR 1

E2.01

TO EVCS

E2.01

2 TO ELECTRICAL

EQUIPMENT

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

A Q

U E

D U

C T

R E

TA

IN

IN

G

W A

LL

EXISTING

TREE

C O

N C

R E

TE

C

U R

B

ROLL-UP DOOR

SERVICE

BAY

MOTOR

ROOM

MOTOR 2

C U

R B

R

A

ILIN

G

SERVICE

HATCH

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate#

Sheet Title/Number

Scale:

Date:

REVISIONS

S ou th S ab od an S tr ee t, Ba ke rs fie ld

, C A

E. Torres

E. Burtch

As Noted

D ep ar tm en t o f W at er R es ou rc es

Ira J

. C hr is m an P um pi ng P la nt

E V

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In st al la tio n

124-01-01.34

12/15/2025

V1

255 East Rincon St., Suite 301 Corona, CA 92879 P 951.340.1977 | F 951.340.1090 www.gossengineering.com

DSA IDENTIFICATION STAMP:

CALOF I

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No. E17083

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CSFM APPLICATION NUMBER: 26-S-0393-C

95% CD SubmittalEB10/31/20251

100% CD SubmittalEB02/06/20262

GROUND LEVEL

POWER PLAN

E2.00

PROPOSED EV CHARGERS

EVCS # WALL/PEDESTAL

MOUNT EVCS

SINGLE/DUAL

EVCS CHARGE PORT #

POWER SELECT

(FLA) VOLTAGE

POWER SHARE

(Y / N/A)

CHARGE PORT

TYPE

1 PEDESTAL DUAL 30 208V-1PH N/A FLEET

2 PEDESTAL DUAL 30 208V-1PH N/A FLEET

3 PEDESTAL DUAL 30 208V-1PH N/A FLEET

4 PEDESTAL DUAL 30 208V-1PH N/A FLEET

NOTES:

· (4) 30A DUAL PORT EVCS SHALL SERVE (8) FLEET PARKING STALLS

· (FLA) STANDS FOR FULL LOAD AMPS

· (Y) STANDS FOR, YES WILL BE REQUIRED; (N/A) STANDS FOR, NOT APPLICABLE

1 2

1 2

1 2

1 2

R

CALL 811 BEFORE YOU DIG.

LEGEND:

EXISTING

NEW

NEW UNDERGROUND

GENERAL NOTES:

1. ELECTRICAL ENGINEERING FOR THIS PROJECT

IS BASED ON EXISTING DRAWINGS AND A FIELD

VISIT OF THE ELECTRICAL SYSTEM. IN CASE OF

ANY DISCREPANCIES WITH EXISTING FIELD

CONDITIONS, ELECTRICAL CONTRACTOR SHALL

VERIFY THE EXACT DIFFERENCES AND NOTIFY

THE ELECTRICAL ENGINEER FOR POSSIBLE

REVISION TO THESE DOCUMENTS.

2. ANY ELECTRICAL AND/OR SIGNAL UTILITY

SHUTDOWNS WITHIN THE AREA OF WORK SHALL

BE COORDINATED AND SCHEDULED IN ADVANCE

WITH THE DWR SITE REPRESENTATIVE.

3. SEE EVCS NOTE ON SHEET T0.01.

4. PROVIDE MINIMUM OF 2'-0" CLEARANCE BEHIND

ALL PEDESTAL MOUNTED CHARGERS FOR

SERVICING. CONTRACTOR SHALL FIELD VERIFY

ALL DISTANCES PRIOR TO BID.

SHEET NOTES:

PROVIDE BORING TO ROUTE AND INSTALL

CONDUIT BELOW EXISTING CONCRETE APRON.

SEE SHEET NOTE 4.

SEE SINGLE LINE DIAGRAM #1 SHEET E5.00 FOR

MORE INFORMATION.

EXISTING ADA PARKING STALL AND STRIPING

SHALL REMAIN AND BE PROTECTED IN PLACE.

EXISTING ADA PARKING STALL SHALL NOT BE

DISTURBED, ALTERED, OR MODIFIED.

ROUTE UNDERGROUND CONDUIT AS SHOWN.

TRENCHING OR EXCAVATION THROUGH THE

EXISTING ADA PARKING STALL IS NOT

PERMITTED. UNDERGROUND BORING BENEATH

THE EXISTING ASPHALT AT ADA SPARKING

STALL IS ACCEPTABLE.

SCALE

GROUND LEVEL POWER PLAN 11/8" = 1'-0"

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

3/30/2026

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

26-0393

DWR - Electric Vehicle Supply Equipment - Chrisman Pumping Plant

PROJECT NUMBER: 000000000013639; 05/29/26

AutoCAD SHX Text O

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

PB

PB

PB

(4 SETS) 1"C-4#6

& 1#8 GRD.

EVCS-241

EVCS-141

EVCS-341

EVCS-441

(3 SETS) 1"C-4#6

& 1#8 GRD.

(2 SETS) 1"C-4#6

& 1#8 GRD.

1"C-4#6

& 1#8 GRD.

3 (TYP.)

10'-0"

(TYP.)

19'-2"

(TYP.)

1'-2" (TYP.)

3'-0" (TYP.)

18'-0"

(TYP.)

4'-0"

(TYP.)

11 (TYP.)

10 (TYP.)

12(TYP.)

E2.01

2 TO ELECTRICAL

EQUIPMENT

PARKING - ASPHALT

PAVEMENT

A Q

U E

D U

C T

R E

TA

IN

IN

G

W A

LL

TRANSFORMER "T-EV" 9

T

PANELBOARD

"EV" 9

DIGITAL MULTI-METER 7

(4 SETS) 1"C-4#6

& 1#8 GRD.

E2.01

TO EVCS

5 995

6 9

4" CONCRETE

HOUSEKEEPING PAD

(E) BRICK WALL

SERVICE

BAY

CONCRETE

APRON

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate#

Sheet Title/Number

Scale:

Date:

REVISIONS

S ou th S ab od an S tr ee t, Ba ke rs fie ld

, C A

E. Torres

E. Burtch

As Noted

D ep ar tm en t o f W at er R es ou rc es

Ira J

. C hr is m an P um pi ng P la nt

E V

S E

In st al la tio n

124-01-01.34

12/15/2025

V1

255 East Rincon St., Suite 301 Corona, CA 92879 P 951.340.1977 | F 951.340.1090 www.gossengineering.com

DSA IDENTIFICATION STAMP:

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CSFM APPLICATION NUMBER: 26-S-0393-C

95% CD SubmittalEB10/31/20251

100% CD SubmittalEB02/06/20262

ENLARGED

POWER PLANS

E2.01

R

CALL 811 BEFORE YOU DIG.

LEGEND:

EXISTING

NEW

NEW UNDERGROUND

SHEET NOTES:

DUAL PORT PEDESTAL TYPE LEVEL 2 EVCS WITH

7,200VA PER PORT. PROVIDE 10'-0" OF FEEDER

WIRE (4 #6 + 1 #8 GRD) COILED UP AT EVCS

STUB-UP LOCATION FOR FINAL EVCS

INSTALLATION. SEE DETAIL #1 ON SHEET E4.00.

SEE DETAIL #3 SHEET E4.00 FOR UNDERGROUND

CONDUIT BURIAL DETAIL. FOR ALL ROUTING

THROUGH TRAFFIC CROSSINGS PROVIDE

SCHEDULE 80 PVC UNDERGROUND CONDUIT.

PROVIDE 11" x 17" x DEPTH AS REQUIRED, TRAFFIC-RATED CONCRETE PULLBOX WITH

WEATHERPROOF COVER ENGRAVED 'POWER'.

SEE DETAIL #2 SHEET E4.00 FOR UNDERGROUND

PULL-BOX DETAIL.

SEE DETAIL #4 ON SHEET E4.00 FOR EV

CHARGING STATION PVC CONDUIT STUB-UP

DETAIL.

PROVIDE FLEX LIQUIDTIGHT CONDUIT AND

CONNECT TO EQUIPMENT.

ROUTE CONDUIT FROM CONCRETE FLOOR

PENETRATION TO THE DISCONNECT SWITCH.

PROVIDE DIGITAL MULTI-METER IN NEMA-1

ENCLOSURE FOR MONITORING PANEL "EV"

INCOMING FEEDERS. REFER TO DETAIL #5 ON

SHEET E4.00 FOR MORE INFORMATION.

PENETRATION THROUGH FIRE RATED CMU

CONCRETE WALL. REFER TO DETAIL #7 ON

SHEET E4.00.

SEE SINGLE LINE DIAGRAM #1 SHEET E5.00 FOR

MORE INFORMATION.

NEW WHEELSTOP PER CIVIL DRAWINGS.

NEW STRIPING PER CIVIL DRAWINGS.

PROVIDE 4" DIA. CONCRETE BOLLARD. REFER

TO DETAIL #8 ON SHEET E4.00 FOR MORE

INFORMATION.

CONDUIT STUB-DOWN TO FAN ROOM. SEE

SHEET E2.02 FOR CONTINUATION. PROVIDE

1-HOUR SEALANT FOR NEW PENETRATIONS

THROUGH EXISTING CONCRETE SLAB/FLOOR.

PROVIDE 36" x 36" x 8" NEMA-3R PULL BOX FOR

ROUTING CONDUCTORS AROUND EXISTING

BUILDING FOOTING. FIELD VERIFY EXACT

PULLBOX SIZE TO ENSURE CONDUIT

STUB-DOWNS/CORING/BORING SHALL BE WITHIN

EXISTING CONCRETE APRON WITHOUT ANY

CONTACTS WITH EXISTING UNDERGROUND

STRUCTURAL BEAMS.

SEE SHEET NOTE 4 ON SHEET E2.00.

SCAN THE SLAB/FLOOR FOR REINFORCING

STEEL PRIOR TO CORING AND/OR BORING, AND

ENSURE REINFORCING SHALL NOT BE CUT OR

DAMAGED. FIELD VERIFY THE EXACT PROPOSED

CORING LOCATION WHERE POSSIBLE TO

MINIMIZE OBSTRUCTIONS. SUBMIT THE SCAN

REPORT TO THE EEOR FOR REVIEW AND

APPROVAL BEFORE PROCEEDING THE

PROPOSED CORING.

GENERAL NOTES:

1. ELECTRICAL ENGINEERING FOR THIS PROJECT

IS BASED ON EXISTING DRAWINGS AND A FIELD

VISIT OF THE ELECTRICAL SYSTEM. IN CASE OF

ANY DISCREPANCIES WITH EXISTING FIELD

CONDITIONS, ELECTRICAL CONTRACTOR SHALL

VERIFY THE EXACT DIFFERENCES AND NOTIFY

THE ELECTRICAL ENGINEER FOR POSSIBLE

REVISION TO THESE DOCUMENTS.

2. ANY ELECTRICAL AND/OR SIGNAL UTILITY

SHUTDOWNS WITHIN THE AREA OF WORK SHALL

BE COORDINATED AND SCHEDULED IN ADVANCE

WITH THE DWR SITE REPRESENTATIVE.

3. SEE EVCS NOTE ON SHEET T0.01.

4. PROVIDE MINIMUM OF 2'-0" CLEARANCE BEHIND

ALL PEDESTAL MOUNTED CHARGERS FOR

SERVICING. CONTRACTOR SHALL FIELD VERIFY

ALL DISTANCES PRIOR TO BID.

SCALE

PARKING LOT POWER PLAN 11/4" = 1'-0"

SCALE

ELECTRICAL EQUIPMENT POWER PLAN 21/2" = 1'-0"

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

3/30/2026

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

26-0393

DWR - Electric Vehicle Supply Equipment - Chrisman Pumping Plant

PROJECT NUMBER: 000000000013639; 05/29/26

AutoCAD SHX Text O

HEATING & VENTILLATION

CENTER 'PSC' (I.T.E. - MCC-PSC)

EXISTING

METAL CLAD

SWITCHGEAR

MOTOR1

MOTOR

ROOM

MOTOR 2MOTOR 3

MECHANICAL

GALLERY

ELECTRICAL

GALLERY

VALVE

HATCH

COVER

VALVE

HATCH

COVER

VALVE

HATCH

COVER

SURGE

PROTECTOR

SURGE

PROTECTOR

SURGE

PROTECTOR

ACCESS

HATCH

ACCESS

HATCH

ACCESS

HATCH

TRASH RACKS TRASH RACKSTRASH RACKS

AUX. M.C.C.

LIGHTING

CENTER

COMPUTER

TERM. CAB.

EXCIT.1EXCIT.2EXCIT.3

PROGRAMMER

ROOM

CONTROL

ROOM

RECORDS

OFFICE

SERVICE

AREA

SERVICE

HATCH

ELEVATOR

MENWOMENFAN ROOM

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate#

Sheet Title/Number

Scale:

Date:

REVISIONS

S ou th S ab od an S tr ee t, Ba ke rs fie ld

, C A

E. Torres

E. Burtch

As Noted

D ep ar tm en t o f W at er R es ou rc es

Ira J

. C hr is m an P um pi ng P la nt

E V

S E

In st al la tio n

124-01-01.34

12/15/2025

V1

255 East Rincon St., Suite 301 Corona, CA 92879 P 951.340.1977 | F 951.340.1090 www.gossengineering.com

DSA IDENTIFICATION STAMP:

CALOF I

G I

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NG

A

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No. E17083

T

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CSFM APPLICATION NUMBER: 26-S-0393-C

95% CD SubmittalEB10/31/20251

100% CD SubmittalEB02/06/20262

MOTOR FLOOR

POWER PLAN

E2.02

GENERAL NOTES:

1. ELECTRICAL ENGINEERING FOR THIS PROJECT

IS BASED ON A FIELD VISIT OF THE ELECTRICAL

SYSTEM. IN CASE OF ANY DISCREPANCIES WITH

EXISTING FIELD CONDITIONS, ELECTRICAL

CONTRACTOR SHALL VERIFY THE EXACT

DIFFERENCES AND NOTIFY THE ELECTRICAL

ENGINEER FOR POSSIBLE REVISION TO THESE

DOCUMENTS.

2. ANY ELECTRICAL AND/OR SIGNAL UTILITY

SHUTDOWNS WITHIN THE AREA OF WORK SHALL

BE COORDINATED AND SCHEDULED IN ADVANCE

WITH THE DWR SITE REPRESENTATIVE.

R

CALL 811 BEFORE YOU DIG.

LEGEND:

EXISTING

NEW

NEW UNDERGROUND

SHEET NOTES:

CONDUIT STUB-UP TO FLOOR SPACE ABOVE,

SERVICE BAY. SEE DETAIL #2 FOR

CONTINUATION AND SHEET NOTE 16, ON SHEET

E2.01 FOR ADDITIONAL INFORMATION.

SEE SINGLE LINE DIAGRAM ON SHEET E5.00 FOR

ADDITIONAL INFORMATION.

SCALE

MOTOR FLOOR POWER PLAN 11/8" = 1'-0"

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

3/30/2026

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

26-0393

DWR - Electric Vehicle Supply Equipment - Chrisman Pumping Plant

PROJECT NUMBER: 000000000013639; 05/29/26

AutoCAD SHX Text O

SCALE

EMERGENCY SHUT-OFF LABEL DETAIL 6N.T.S.

4"

3"

RED BACKGROUND

WITH WHITE LETTERING

RED STRIPING

WHITE STRIPING

DETAIL NOTES:

1. LABEL SHALL BE PROVIDED FOR ALL NEW EV CHARGING STATIONS SHOWN ON THESE DRAWINGS. LABEL SHALL

CORRESPOND WITH CHARGER NUMBER AND THE ASSOCIATED PANELBOARD PROVIDING POWER.

2. SEE BELOW FOR LABEL SPECIFICATIONS:

· MATERIAL: THERMAL PRINTED ON REFLECTIVE RED OUTDOOR LABEL STOCK (MEETS ASTMD 4956-99)

· COLOR: WHITE TEXT ON RED BACKGROUND WITH RED AND WHITE ALTERNATING STRIPES

· DAMAGE RESISTANT FROM COMMON CHEMICALS AND SOLVENTS.

· MINIMUM SERVICE TEMPERATURE: -40 DEG FAHRENHEIT

· MAXIMUM SERVICE TEMPERATURE: 180 DEG FAHRENHEIT

· APPLICATION TEMPERATURE: 50 DEG FAHRENHEIT

· FILM THICKNESS: 5.5 MIL

· ADHESIVE THICKNESS: 1 MIL

SCALE

EV CHARGING STATION PVC CONDUIT STUB-UP DETAIL 4N.T.S.

1'-6"

PVC CONDUIT

PVC

COUPLING

PVC CONDUIT

BEND RADIUS

R = 10 x DIA. OF CONDUIT

(MINIMUM)

PVC

END BELL

BUSHING

PVC CONDUIT

SCALE

DUAL PORT PEDESTAL ELECTRIC VEHICLE CHARGING STATION 1N.T.S.

NEW CONCRETE

EVCS FOOTING.

SEE STRUCTURAL

DRAWINGS FOR

MORE INFORMATION.

FRONT

ELEVATION

SIDE

ELEVATION

4'-0"

MAX.

1" PVC CONDUIT

4 #6 & 1 #8 GRD.

DUAL PORT PEDESTAL

EV CHARGING STATION

(7,200VA PER PORT)

PVC CONDUIT STUB-UP.

REFER TO DETAIL #4

ON THIS SHEET.

PROVIDE LABEL IDENTIFYING

SHUT-OFF LOCATION. LABEL

SHALL CORRESPOND TO

CHARGER NUMBER. REFER TO

DETAIL #6 ON THIS SHEET.

DETAIL NOTES:

1. FOR PEDESTAL TYPE EVCS MOUNTING INFORMATION,

REFER TO MANUFACTURER'S INSTALLATION

INSTRUCTION MANUAL.

2. SEE EVCS NOTE ON SHEET T0.01.

SCALE

DIGITAL MULTI-METER DETAIL 5N.T.S.

SCALE

BOLLARD DETAIL 8N.T.S.

SCALE

ELECTRICAL EQUIPMENT RGS CONDUIT STUB-UP DETAIL 9N.T.S.

SCALE

UNDERGROUND PULLBOX DETAIL 2N.T.S.

4'-0"

CONCRETE

BOLLARD CAP

STEEL PIPE AND FOOTING

PER STRUCTURAL

DRAWINGS

FIELD PRIME STEEL BOLLARDS WITH

2 COATS OF ZINC-RICH PRIMER.

PAINT BOLLARDS WITH 2 COATS OF

INDUSTRIAL YELLOW ENAMEL.

1'-0"

MIN.

2'-0"

MIN.

3" CLEAN SAND

BEDDING

DETAIL NOTE:

1. PER CEC 300.5 NO CONCRETE CASING IS

REQUIRED IF SCHEDULE 80 PVC IS USED 2'-0"

BELOW GRADE LEVEL. SEE POWER PLAN

FOR MORE INFORMATION.

1" MINIMUM.

FOR MULTIPLE CONDUIT RUNS,

SPACING SHALL BE EQUAL TO THE

LARGEST CONDUIT SIZE.

3" CLEAN SAND

BEDDING

EXISTING BASE

CRUSHED AGGREGATE BASE

RECOMPACTED TO 95%

RELATIVE COMPACTION

MATCH

EXISTING +1"

MATCH

EXISTING

+1"

ELECTRICAL

WARNING TAPE

NATIVE BACKFILL

95% COMPACTION

SCALE

UNDERGROUND CONDUIT BURIAL DETAIL (ASPHALT PAVEMENT) 3N.T.S.

CONDUIT/S PER PLAN

SCALE

PENETRATION THRU CONCRETE WALL WITH J-BOX 7N.T.S.

TOP OF EXISTING CURB

2"

ABOVE

EXISTING

GRADE

TOP OF EXISTING GRADE

TOP OF EXISTING CURB

TOP OF EXISTING GRADE

2"

ABOVE

EXISTING

GRADE

4'-0"

MAX.

TOP OF EXISTING GRADE

TOP OF EXISTING GRADE (ASPHALT)

NEW ASPHALT

PAVEMENT

TOP OF EXISTING GRADE

6"

MINIMUM

PVC CONDUIT

TRANSITION

COUPLING

BEND RADIUS

R = 10 x DIA. OF CONDUIT

(MINIMUM)

CONTINUOUS GALVANIZED RIGID

METAL CONDUIT WRAPPED AROUND

WITH 40 MIL. BLACK ELECTRICAL

PLASTIC INSULATING TAPE TO 6"

ABOVE FINISH GRADE

TOP OF EXISTING GRADE

PVC

COUPLING

INSULATED METALLIC

GROUNDING BUSHING

(THREADED)

GRAVEL

BASE

ELECTRICAL

CONDUIT/S

(OUT)

ELECTRICAL

CONDUIT/S

(IN)

2'-0"

MIN.

CONCRETE STEEL

REINFORCED

BOLT DOWN LID

(TRAFFIC RATED)NATIVE BACKFILL

95% COMPACTION

12" DEEP

STEEL REINFORCED

CONCRETE PULLBOX

(TRAFFIC RATED)

(EXTEND AS REQUIRED)

BASE

(TYPICAL)

AC PAVEMENT

(TYPICAL)

ASPHALT PAVEMENT

APPLICATION

TOP OF EXISTING GRADE

NOTE:

REFER TO SHEET NOTES ON

POWER PLANS FOR SPECIFIC

PULLBOX SIZES OR DIMENSIONS.

U.L. SYSTEM NO. W-J-1282

F RATING: 2 HR.

T RATING: 0 HR.

DETAIL NOTES:

1. THE MAXIMUM ANNULAR SPACE TO BE FILLED IS 1". THE MINIMUM ANNULAR SPACE IS 0". THE MAXIMUM CONDUIT SIZE IS A NOMINAL 1". THE MAXIMUM DIAMETER OF THE OPENING IS 2-1/4".

2. JUNCTION BOX SHALL SHALL BE MOUNTED FLUSH WITH OR MAXIMUM 1/4" FROM THE WALL

SURFACE.

3. MINIMUM 5/8" THICKNESS OF SEALANT APPLIED WITHIN THE ANNULUS, FLUSH WITH SURFACE OF

WALL OPPOSITE OF THE JUNCTION BOX.

4. A MINIMUM 1/2" DIAMETER BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE POINT CONTACT

LOCATION BETWEEN THE CONDUIT AND WALL.

5. A MINIMUM 1/2" DIAMETER BEAD OF FILL MATERIAL SHALL BE APPLIED AROUND THE ENTIRE

PERIMETER OF THE JUNCTION BOX AT ITS INTERFACE WITH THE WALL SURFACE.

6. THE FILL MATERIAL SHALL LAP MINIMUM 1/2" ONTO BOTH THE WALL AND THE SIDES OF THE

JUNCTION BOX.

7. THIS UL STANDARD NO. W-J-1282 FOR METALLIC CONDUIT.

METALLIC CONDUIT

FIRE RATED

CONCRETE/CMU

BLOCK WALL

3M/CP 25WB+ CAULK.

FOR EXTERIOR WALLS USE

3M/CP FIRE BARRIER WATER

TIGHT SEALANT 3000WT.

3M/CP 25WB+ CAULK.

FOR EXTERIOR WALLS USE

3M/CP FIRE BARRIER WATER

TIGHT SEALANT 3000WT.

JUNCTION BOX

METALLIC CONDUIT

WITH LOCK-NUT

JUNCTION BOX

METALLIC

CONDUIT

WALL OPENING

FU

S

E

DIGITAL MULTI-METER

WITH NEMA-1

ENCLOSURE

DETAIL NOTES:

PROVIDE DIGITAL MULTI-METER WITH

CAPABILITIES OF MONITORING kWH, MAX.

PEAK DEMAND AMPS AND VOLTAGE.

PROVIDE IN-LINE FUSE. REFER TO

MANUFACTURER'S INSTALLATION MANUAL

FOR TYPE AND SIZE.

PROVIDE CURRENT TRANSFORMERS. REFER

TO MANUFACTURER'S INSTALLATION MANUAL

FOR TYPE AND SIZE.

DEDICATED CIRCUIT BREAKER FOR DIGITAL

MULTI-METER. ACTUAL LOCATION WITHIN

PANEL MAY DIFFER.

VERIFY POWER CONNECTIONS WITH

MANUFACTURER'S INSTALLATION MANUAL.

Ia+

VIN

Ia-

CT-1

DMM CT INPUT TERMINALS

Ib+ Ib- Ic+ Ic-

FU

S

E

O

FF

O

FF

O N

O N

FU

S

E 3/4"C - 3 #12

& 1 #12 GRD.

EVCS

PANELBOARD

3/4"C - (6) CT

WIRING

ON ON ON

OFF OFF OFF

SPACE

O

FF

O

FF

O N

O N

O

FF

O

FF

O N

O N

O

FF

O

FF

O N

O N

O

FF

O

FF

O N

O N

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

O

FF

O

FF

O N

O N

O

FF

O

FF

O N

O N

O

FF

O

FF

O N

O N

SPACE

SPACE

SPACE

SPACE

O N

O N

O N

O

FF

O

FF

O

FF

(TYP.)

(TYP.)

CT-2 CT-3

CT-3

CT-2

CT-1

ØCØBØA

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate#

Sheet Title/Number

Scale:

Date:

REVISIONS

S ou th S ab od an S tr ee t, Ba ke rs fie ld

, C A

E. Torres

E. Burtch

As Noted

D ep ar tm en t o f W at er R es ou rc es

Ira J

. C hr is m an P um pi ng P la nt

E V

S E

In st al la tio n

124-01-01.34

12/15/2025

V1

255 East Rincon St., Suite 301 Corona, CA 92879 P 951.340.1977 | F 951.340.1090 www.gossengineering.com

DSA IDENTIFICATION STAMP:

CALOF I

G I

RE

NG

A

E

S

No. E17083

T E

ET

S

AT L CE A

F R I C

L

ORNI

E

PR

RAET

RE

D D.D

OF ONA

B R L

SSI

NE

RE

IWD

U

T

HC

E

CSFM APPLICATION NUMBER: 26-S-0393-C

95% CD SubmittalEB10/31/20251

100% CD SubmittalEB02/06/20262

ELECTRICAL

DETAILS

E4.00

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

3/30/2026

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

26-0393

DWR - Electric Vehicle Supply Equipment - Chrisman Pumping Plant

PROJECT NUMBER: 000000000013639; 05/29/26

AutoCAD SHX Text O

HEATING & VENTILLATION CENTER 'PSC' (I.T.E. - MCC-PSC)

480V, 3Ø, 3W

NEMA-1, 22,000 AIC

400A BUS

200A 3P

MAIN

CIRCUIT

BREAKER

W E

LD

B

O O

TH

R

E C

E P

T. #1

TRANSFORMER "T-EV"

75kVA 480V-208Y/120V 3Ø, 4W %Z =3.00%

NEMA-1

DISC. SWITCH

100A-3P

NON-FUSED

1-1/2"C - 3 #1

& 1 #8 GRD.

L: ~40'-0" %V.D.: 0.22%

IF=15,332A

PANEL

'EV'

2-1/2"C - 4 #4/0

& 1 #4 GRD.

L: ~10'-0"

%V.D.: NEGL.

225A-3P

MAIN CIRCUIT

BREAKER

SPACE

IF=5,728A

(E) INCOMING FEEDERS

FROM MOTOR CONTROL

CENTER 'PSB'

1 #2 CU

CONNECT TO

EXISTING

BLDG. STEEL

DMM

W E

LD

B

O O

TH

R

E C

E P

T. #2

M E

N 'S

R O

O M

E X

H A

U S

T FA

N

E F-2 (1/2-H

P

SPACE

S E

R V

IC

E

TR

E

A

TM

E N

T R O

O M

E X

H A

U S

T FA

N

E F-3 (3/4-H

P

S E

R V

IC

E

B A

Y D

U C

T H E

A

TE

R D

H -18 (10-kW

S E

R V

IC

E

B A

Y D

U C

T H E

A

TE

R D

H -19 (2.5-kW

SPARE

W E

LD

B

O O

TH

LO

A D

C E

N

TE

R

TR

A N

S

FO

R M

E R

480V

P S

C -3E

TR

A

N

FO

R E

M E

R 1kV

A -1Ø

-480V /120V

S E

R V

IC

E

B A

Y U

N

IT H

E A

TE

R

U H

-3 (6-kW

S E

R V

IC

E

B A

Y U

N

IT H

E A

TE

R

U H

-4 (6-kW

S E

R V

IC

E

B A

Y D

U C

T H E

A

TE

R D

H -17 (10-kW

P A

N E

L 'P S

C -3E

SPACE

A

IR

C O

N D

ITIO

N

IN

G

U N

IT A

C

-5 C O

M P

. (25-H P

FA

N (3-H

P

A

IR

C O

N D

ITIO

N

IN

G

U N

IT A

C

-6 C O

M P

. (20-H P

FA

N (2-H

P

VERTICAL SECTION 1 VERTICAL SECTION 2 VERTICAL SECTION 3

FA

N

R O

O M

M A

S

TE

R C

IR

C

U

LA

TIN

G

FA

N

M R

F (1-H P

100A 3P

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate#

Sheet Title/Number

Scale:

Date:

REVISIONS

S ou th S ab od an S tr ee t, Ba ke rs fie ld

, C A

E. Torres

E. Burtch

As Noted

D ep ar tm en t o f W at er R es ou rc es

Ira J

. C hr is m an P um pi ng P la nt

E V

S E

In st al la tio n

124-01-01.34

12/15/2025

V1

255 East Rincon St., Suite 301 Corona, CA 92879 P 951.340.1977 | F 951.340.1090 www.gossengineering.com

DSA IDENTIFICATION STAMP:

CALOF I

G I

RE

NG

A

E

S

No. E17083

T E

ET

S

AT L CE A

F R I C

L

ORNI

E

PR

RAET

RE

D D.D

OF ONA

B R L

SSI

NE

RE

IWD

U

T

HC

E

CSFM APPLICATION NUMBER: 26-S-0393-C

95% CD SubmittalEB10/31/20251

100% CD SubmittalEB02/06/20262

SINGLE LINE

DIAGRAM &

SCHEDULES

E5.00SCALE

SINGLE LINE DIAGRAM 1N.T.S.

LEGEND:

EXISTING

NEW

NEW UNDERGROUND

GENERAL NOTES:

1. ELECTRICAL ENGINEERING FOR THIS PROJECT

IS BASED ON A FIELD VISIT OF THE ELECTRICAL

SYSTEM. IN CASE OF ANY DISCREPANCIES WITH

EXISTING FIELD CONDITIONS, ELECTRICAL

CONTRACTOR SHALL VERIFY THE EXACT

DIFFERENCES AND NOTIFY THE ELECTRICAL

ENGINEER FOR POSSIBLE REVISION TO THESE

DOCUMENTS.

2. ANY ELECTRICAL AND/OR SIGNAL UTILITY

SHUTDOWNS WITHIN THE AREA OF WORK SHALL

BE COORDINATED AND SCHEDULED IN ADVANCE

WITH THE DWR SITE REPRESENTATIVE.

SHEET NOTES:

PROVIDE NEW CIRCUIT BREAKER. SIZE AS

SHOWN. MATCH TO EXISTING MAKE, MODEL AND

AIC RATING.

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

3/30/2026

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

26-0393

DWR - Electric Vehicle Supply Equipment - Chrisman Pumping Plant

PROJECT NUMBER: 000000000013639; 05/29/26

AutoCAD SHX Text O

EV

FL

EE

T

ON

LY

EV

FL

EE

T

ON

LY

EV

FL

EE

T

ON

LY

EV

FL

EE

T

ON

LY

EV

FL

EE

T

ON

LY

EV

FL

EE

T

ON

LY

T

EV

FL

EE

T

ON

LY

EV

FL

EE

T

ON

LY

TITLE SHEET

C1

WL

OM/FG

25.014

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate#

Sheet Title/Number

Scale:

Date:

REVISIONS

S ou th S ab od an S tr ee t, Ba ke rs fie ld

, C A

As Noted

D ep ar tm en t o f W at er R es ou rc es

Ira J

. C hr is m an P um pi ng P la nt

E V

S E

In st al la tio n

02/06/2026

V1

DSA IDENTIFICATION STAMP:

CSFM APPLICATION NUMBER: 26-S-0393-C

95% CD SubmittalFG10/31/20251

100% CD SubmittalFG02/06/20262

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

3/30/2026

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

26-0393

DWR - Electric Vehicle Supply Equipment - Chrisman Pumping Plant

PROJECT NUMBER: 000000000013639; 05/29/26

FLEET

ONLY

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

T

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

PB

PB

PB

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

EV FL

EE

T

ON

LY

PB

PB

PB

T

SITE PLAN

C2

R

CALL 811 BEFORE YOU DIG.

CONSTRUCTION NOTES

WL

OM/FG

25.014

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate#

Sheet Title/Number

Scale:

Date:

REVISIONS

S ou th S ab od an S tr ee t, Ba ke rs fie ld

, C A

As Noted

D ep ar tm en t o f W at er R es ou rc es

Ira J

. C hr is m an P um pi ng P la nt

E V

S E

In st al la tio n

02/06/2026

V1

DSA IDENTIFICATION STAMP:

CSFM APPLICATION NUMBER: 26-S-0393-C

95% CD SubmittalFG10/31/20251

100% CD SubmittalFG02/06/20262

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

3/30/2026

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

26-0393

DWR - Electric Vehicle Supply Equipment - Chrisman Pumping Plant

PROJECT NUMBER: 000000000013639; 05/29/26

BLDG. DEPT.B.D.

EQUIPMENT

EQUAL

EDGE NAILING

ELEVATION

EACH WAY

EACH SIDE

EACH FACE

DRAWING

DOWNSPOUT

DOUGLAS FIR

DITTO

DIMENSION

DIAMETER

COUNTERSUNK

CONSTRUCTION

CONTINUOUS

CONCRETE

COLUMN

CLEAR

CEILING

CAST IN PLACE

CAST IRON

BOTTOM

BLOCKING

BOUNDARY NAILING

DR.

E.N.

EQUIP.

EQ.

EL.

E.W.

E.S.

E.F.

EA.

DWG.

D.S.

D.F.

EACH

COL.

DO.

DIM.

DIAM.

CTSK.

CONST.

CONT.

CONC.

DOOR

CLR.

CLG.

C.I.P.

C.I.

BOT.

BLKG.

BM.

B.N.

BEAM

NOT IN CONTRACT

LOW HYD. ELECT.

PL.

P.L.

PARTN.

O.C.

N.T.S.

N.I.C.

MISC.

MIN.

MAX.

PROPERTY LINE

PLATE

PARTITION

ON CENTER

NOT TO SCALE

MISCELLANEOUS

MINIMUM

MAXIMUM

M.B.

LTWT.

LHE

LG.

INTR.

HORIZ.

HT.

HGR.

GYP.

GLB

GA.

GALV.

F.L.

FLR.

HORIZONTAL

MACHINE BOLT

LIGHTWEIGHT

INTERIOR

LONG

HEIGHT

HANGER

GYPSUM

GLU-LAM BEAM

GALVANIZED

FLOW LINE

GAUGE

FLOOR

TOP OF FRAMINGT.O.F.

TOP OF STEEL

WIRE MESH

WITH/OUT

VERTICAL

TYPICAL

TOP OF WALL

TAPERED STL. GIRDER

TOP OF PAVING

TOP OF LEDGER

W/O

W.W.M.

WD. WOOD

VERT.

W/

TYP.

T.W.

TSG

T.O.S.

T.O.P.

T.O.L.

WITH

TOP & BOTTOM

TOP OF CURVE

TONGUE & GROOVE

TOP OF BEAM

STRUCTURAL

STANDARD

STAGGERED

SPECIFICATIONS

SIMILAR

SELECT STRUCTURAL

STEELSTL

T & G T & B

THK.

T.O.C.

T.O.B.

T.

STR.

THICK

TOP

STAG.

SPECS.

STD.

SIM.

SHT.

S.S.

RO.

SHEET

ROUGH OPENING

ARCHITECTURAL

ALUMINUM

ALTERNATE

AGGREGATE

ANCHOR BOLT

ARCHL.

ALUM.

ALT.

AGG.

A.B.

FACE OF MASONRY

F.G F.F.

FIN.

F.O.S.

F.O.M.

EXTR.

(E)

FINISH GRADE

FINISH FLOOR

FINISH

FACE OF STUD

EXTERIOR

EXISTING

REINFORCE(D)

PRESSURE TREATED

LBS / SQ. IN.

PLYWOOD

REINF.

RFTR.

P.S.I.

P.T.

RAD.

PLY.

RAFTER

RADIUS

NEW(N) -

OSB ORIENTED STRAND BOARD-

BTW. BETWEEN-

FTG. FOOTING-

DEEPDP.

SHEAR WALL LENGTHS.W.L. -

CONCRETE MASONRY UNITSC.M.U. -

REQUIREDREQ'D -

ADDITIONALADD'L -

SHEET METAL SCREWSSMS -

CENTEREDCNT'D -

BLOCKBLK. -

VERIFY IN FIELDV.I.F. -

TOP OF DECKT.O.D. -

LSV LONG SIDE VERT.-

LSH LONG SIDE HORIZ.-

& - AND Ø - DIAMETER

L - ANGLE d - PENNY (NAIL GRADE)

@ - AT - PROPERTY LINE

- CENTERLINE # - POUND(LBS) OR NUMBER

P L C L

K.P. KING POST-

UNLESS NOTED OTHERWISEU.N.O. -

REFERENCERE: -

ABBREVIATIONS:

STRUCTURAL SYMBOLS:

DESIGN CRITERIA

WIND

DESIGN WIND SPEED, V = 94 MPH

RISK CATEGORY = II

WIND EXPOSURE = C

INTERNAL PRESSURE COEFFICIENT = ± 0.18

EARTHQUAKE

RISK CATEGORY = II

SEISMIC IMPORTANCE FACTOR, Ie = 1.0

SS = 1.87

S1 = 0.63

SDS = 1.37

SD1 = 1.05

SITE CLASS = DEFAULT

SEISMIC DESIGN CATEGORY = D

RESPONSE MODIFICATION COEFFICIENT, RP = 2.5

COMPONENT AMPLIFICATION FACTOR - aP = 1.0

ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL

FORCE PROCEDURE

EFFECTIVEEFF. -

GENERAL:

1. ALL STRUCTURAL ELEMENTS, WORKMANSHIP AND MATERIALS SHALL CONFORM TO

THE LATEST REQUIREMENTS OF THE 2025 CALIFORNIA BUILDING CODE (C.B.C.) AND

ALL OTHER APPLICABLE CODES AND ORDINANCES.

2. GENERAL CONTRACTOR SHALL VERIFY ALL GRADES, DIMENSIONS AND CONDITIONS

PRIOR TO BIDDING AND COMMENCING CONSTRUCTION AND NOTIFY THE ARCHITECT

OR ENGINEER OF ANY DISCREPANCIES OR INCONSISTENCIES. DIMENSIONS SHALL

NOT BE SCALED FROM THE DRAWINGS OR DETAILS. ANY WORK PERFORMED PRIOR

TO AND/OR IN CONFLICT WITH SUCH CLARIFICATION SHALL BE CORRECTED BY THE

CONTRACTOR AT THEIR EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR

DESIGN TEAM OF RECORD.

4. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED

STRUCTURE AND DO NOT INDICATE THE WAYS AND MEANS OF CONSTRUCTION. THE

STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN THE

COMPLETED FORM. GENERAL CONTRACTOR SHALL PROVIDE ALL MEASURES

NECESSARY TO PROTECT THE STRUCTURE, WORKMAN AND OTHER PERSONS

DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT TO BE LIMITED

TO, BRACING, SHORING FOR CONSTRUCTION EQUIPMENT AND SHORING FOR THE

STRUCTURE.

5. ANY DISCREPANCIES BETWEEN SPECIFICATIONS, GENERAL NOTES, STRUCTURAL

PLANS AND DETAILS SHALL BE BROUGHT TO THE ATTENTION TO THE ARCHITECT OR

ENGINEER BY THE GENERAL CONTRACTOR PRIOR TO COMMENCING ANY WORK.

3. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION AND COORDINATION

WITH ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE

SPRINKLER DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION

OF ALL WORK, INCLUDING THAT OF ALL SUBTRADES.

7. ANY REFERENCES TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS

SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL

NOT RELIEVE THE CONTRACTOR AND/OR HIS…