Plans_PN15045.pdf

LIST OF CONSULTANTS:

STRUCTURAL: ELECTRICAL:

BRIAN BROOKS

BLAIR CHURCH & FLYNN

451 CLOVIS AVE. STE 200

CLOVIS, CA 93612

(559) 326-1400

DARIO ROMERO

BLAIR CHURCH & FLYNN

451 CLOVIS AVE. STE 200

CLOVIS, CA 93612

(559) 326-1400

PROJECT DIRECTOR I:

RYAN ALLGOOD

OFFICE OF SUSTAINABILITY

DEPARTMENT OF GENERAL SERVICES (DGS)

707 3RD STREET, 4TH FLOOR,

WEST SACRAMENTO, CA 95605

PHONE: (916) 375-4115

CELL: (916) 215-6663

EMAIL: RYAN.ALLGOOD@DGS.CA.GOV

Date Signed:

06/16/2025

SHEETSOF

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DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF CORRECTIONS AND REHABILITATION

EXP 03/31/2027EXP 06/30/2026

06-16-2025 14

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ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

CORRECTIONAL TRAINING FACILITY

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

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PROJECT #: 000000000012665

Date Signed:

06/16/2025

HIGHWAY 101 NORTH, SOLEDAD, CA 93960

V1

TITLE SHEET

T1.0

SHEET INDEX

SHEET NO. TITLE

T1.0 TITLE SHEET

C1.0 OVERALL SITE MAP

C2.0

TOPOGRAPHIC SURVEY & DEMOLITION PLAN -

LOCATION 1

C3.0 SITE & GRADING PLAN - LOCATION 1

C4.0 DETAILS

E1.0 ELECTRICAL CONDUIT PLAN - LOCATION 1

E2.0 CONDUIT SECTIONS & DETAILS

E3.0 ELECTRICAL SCHEDULE & CIRCUITS

R1.0 REFERENCE DRAWINGS

R2.0 TITLE 24 DOCUMENTS

TOTAL NUMBER OF SHEETS = 14

LOCATION MAP

NOT TO SCALE

PROJECT LOCATION:

PROJECT IS LOCATED AT:

HIGHWAY 10 NORTH,

SOLEDAD, CA 93960

APN: 257-021-012-000

SCOPE OF EV IMPROVEMENT WORK:

1. SITE AND ELECTRICAL INFRASTRUCTURE IMPROVEMENTS FOR INSTALLATION OF EV

CHARGERS.

2. IMPACTED EXISTING PARKING = 0 TOTAL SPACES; 0 STANDARD SPACES

3. ALTHOUGH THE CONTRACTOR MAY NOT PROCURE OR PERFORM THE FINAL INSTALLATION OF

THE EVSE, SUCH WORK IS IN THE PERMIT SCOPE AND MAY BE PERFORMED BY OTHERS.

OWNER/REPRESENTATIVE

INFORMATION:

DEPARTMENT OF GENERAL SERVICES (DGS)

707 3RD STREET, 4TH FLOOR,

WEST SACRAMENTO, CA 95605

EMAIL: RYAN.ALLGOOD@DGS.CA.GOV

CONTACT: RYAN ALLGOOD

ANCHORAGE NOTES:

1. ANCHOR SYSTEMS:

A. EPOXY ANCHORS: COMPLYING WITH ICC ESR-2508, OR ICC ESR-3187, OR ICC ESR-3298.

B. MECHANICAL ANCHORS: COMPLYING WITH ICC ESR-4266, OR ICC ESR-2502

2. INSTALLATION: SEE MANUFACTURER'S WRITTEN INSTRUCTIONS AND REFERENCED ICC ES

REPORT.

A. MATERIALS NOT TO BE PENETRATED BY FASTENERS OR ANCHORS: POST-TENSIONED

CONCRETE AND PRECAST CONCRETE, PRESTRESSED CONCRETE UNLESS SPECIFICALLY

DETAILED HEREIN OR AS ACCEPTED IN WRITING BY ARCHITECT (STRUCTURAL ENGINEER).

WHEN INSTALLATION IS PERMITTED, LOCATE PRESTRESSING AND POST-TENSIONED

TENDONS ACCURATELY PRIOR TO INSTALLATION.

B. DRILLING HOLES IN EXISTING CONCRETE FOR ANCHORS: USE NON-PNEUMATIC, ROTARY

HAMMER TOOLS WITH ANSI COMPLIANT NON-REBAR CUTTING DRILL BITS TO DRILL HOLES

TO PROPER TOLERANCE. LOCATE EXISTING REBAR INCLUDING PRESTRESSING AND

POST-TENSIONING TENDONS USING NON-HAZARDOUS, NON-DESTRUCTIVE METHODS

WITH ACCURATE LOCATION TOLERANCES (PLUS OR MINUS ONE INCH PRIOR TO DRILLING

HOLES TO AVOID CUTTING OR DAMAGING EXISTING REINFORCING OR

PRESTRESSING/POST-TENSIONING TENDONS. HOLES SHALL BE THOROUGHLY CLEANED

PER THE MANUFACTURERS WRITTEN RECOMMENDATIONS PRIOR TO INSTALLATION OF

ANCHORS.

C. DELETERIOUS MATERIALS: KEEP ANCHORS, INCLUDING HOLES FOR DRILL AND EPOXY

ANCHORS AND MECHANICAL ANCHORS FREE OF DUST, GREASE, AND OTHER MATERIALS

THAT IMPAIR CHEMICAL AND MECHANICAL BOND.

3. TESTING FOR EXPANSION ANCHORS:

A. SPECIAL INSPECTION: SPECIAL INSPECTOR WILL PERFORM CONTINUOUS SPECIAL

INSPECTION DURING INSTALLATION.

B. TEST QUANTITY: INSPECTOR SHALL TEST 50% OF ANCHORS USED FOR

EQUIPMENT/NON-STRUCTURAL COMPONENT ANCHORAGE.

C. TEST LOADS FOR:

A. 3/8"Ø (ICC ESR-4266) OR (ICC ESR-2502)

· TORQUE TEST FOR 3/8" EXPANSION ANCHOR: 25 FT-LBS

B. 1/2"Ø (ICC ESR-4266) OR (ICC ESR-2502)

· TORQUE TEST FOR 1/2" EXPANSION ANCHOR: 40 FT-LBS

C. 5/8"Ø (ICC ESR-4266) OR (ICC ESR-2502)

· TORQUE TEST FOR 5/8" EXPANSION ANCHOR: 60 FT-LBS

D. HIGH-STRENGTH EPOXY ADHESIVE COMPLYING WITH ICC ESR-2508, ICC ESR-3298 OR

ICC ESR-3187

D. TESTING METHOD:

A. HYDRAULIC RAM METHOD: THE ANCHORS SHALL BE TESTED BY DIRECT PULL WITH A

HYDRAULIC JACK. DURING THE TEST, THE ANCHORS SHALL HAVE NO OBSERVABLE

MOVEMENT.

B. TORQUE WRENCH METHOD: THE ANCHORS SHALL BE TESTED BY THE USE OF A

CALIBRATED WRENCH. THE APPLICABLE TEST LOAD SHALL BE REACHED WITHIN

ONE-HALF TURN OF THE NUT.

E. FAILED ANCHORS: IF ANY ANCHOR(S) FAIL IN TESTING, TESTING OF REMAINING ANCHORS

OF THE SAME SIZE AND CATEGORY NOT PREVIOUSLY TESTED SHALL BE COMPLETED.

4. POST-INSTALLED ANCHORAGE: CONTRACTOR SHALL INSTALL ANCHORAGE AT ALL LOCATIONS

ILLUSTRATED IN THE CONSTRUCTION DOCUMENTS. POST-INSTALLED ANCHORS SHALL

CONFORM TO CBC REQUIREMENTS, AND BE INSPECTED BY A SPECIAL INSPECTOR.

CONCRETE NOTES:

1. CONCRETE COMPRESSIVE STRENGTH: ALL CONCRETE SHALL ATTAIN A MINIMUM

COMPRESSIVE STRENGTH AS SHOWN IN THE CONCRETE STRENGTH TABLE BELOW AT 28

DAYS, U.N.O. ON PLANS. SEE ALSO SULFATE CONTENT NOTES

2. AGGREGATES IN CONCRETE: SHALL BE NATURAL SAND AND ROCK (150 LB/CU. FT)

CONFORMING TO ASTM C33. AGGREGATE SHALL HAVE PROVEN SHRINKAGE

CHARACTERISTICS OF LESS THAN 0.04% PER ASTM C157. DO NOT CHANGE SOURCE OF

AGGREGATE DURING COURSE OF WORK WITHOUT WRITTEN CONSENT OF ENGINEER.

3. CEMENT: SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150. CEMENT SHALL BE

TYPE II OR AS REQUIRED TO SATISFY SITE SOIL CONDITIONS. REFER TO TABLE 4 OF ASTM

C150 FOR CONCRETE CEMENT REQUIREMENTS ON SOIL CONTAINING SULFATE. REFER TO

THE CONCRETE STRENGTH TABLE FOR MAXIMUM WATER TO CEMENT RATIO. USE A MINIMUM

OF (6) SACK OF CEMENT FOR EACH CUBIC YARD OF CONCRETE.

CONCRETE STRENGTH

CONDITION

MIN 28-DAY

COMPRESSIVE

STRENGTH,

F'C

CONCRETE

TYPE*

MAXIMUM

AGGREGATE

SIZE

WATER TO

CEMENT

RATIO

MAX

SLUMP**

SLAB ON

GRADE/

CONC PADS

4,000 PSI

NORMAL-WEIGHT

CONCRETE

(NWC)

3/4" 0.50 4"

* MAXIMUM DRY WEIGHT OF LIGHTWEIGHT CONCRETE SHALL BE 115 PCF.

** SLUMP SHALL BE MEASURED PRIOR TO THE ADDITION OF SUPERPLASTICIZER (IF USED.)

REBAR CLEAR COVER IN CONCRETE: THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN

REINFORCING STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED OTHER

WISE:

REBAR CLEAR COVER FOR CAST-IN-PLACE CONCRETE

CONDITION COVER

SLAB ON GRADE CENTER OF SLAB OR 2" MIN

4. VIBRATION: VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH GENERAL

PROVISIONS OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATION ST26.

5. CURING: CONCRETE SHALL BE MAINTAINED AT IN A MOIST CONDITION FOR A MINIMUM OF

FIVE DAYS AFTER IS PLACEMENT. FOR CONCRETE OTHER THAN SLAB ON GRADE, APPROVED

CURING COMPOUNDS MAY BE USED IN LIEU OF MOIST CURING. ONLY IF APPROVED BY THE

ENGINEER OR ARCHITECT.

6. INSPECTIONS, TESTING & QUALITY ASSURANCE: REFER TO SHEET SN1 FOR DEPUTY SPECIAL

INSPECTION, TESTING & STRUCTURAL OBSERVATION REQUIREMENT. A MINIMUM OF ONE

COMPRESSION TEST AT 7 DAYS AND 2 TESTS AT 28 DAYS FOR ALL CONCRETE SAMPLES.

TAKE TEST AT A FREQUENCY OF ONCE EVERY 150 CU. YDS OR 5,000 SQ. FT MINIMUM.

7. DOWELS, INSERTS: SHALL BE TIED IN PLACE PRIOR TO POURING CONCRETE.

8. ANCHOR BOLTS: SHALL BE WEDGE ANCHORS.

9. CONSTRUCTION AND POUR JOINTS: LOCATIONS SHALL BE APPROVED BY ENGINEER PRIOR

TO POURING CONCRETE.

10. FORMWORK: FORMWORK TOLERANCE SHALL BE IN ACCORDANCE WITH THE C.B.C. AND A.C.I

STANDARDS.

11. PIPES IN CONCRETE: PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT

SHALL NOT BE EMBEDDED THEREIN. PIPES OR DUCTS EXCEEDING ONE-THIRD THE SLAB OR

WALL THICKNESS SHALL NOT BE PLACED IN THE STRUCTURAL CONCRETE UNLESS

SPECIFICALLY DETAILED.

12. EXPOSED CORNERS: PROVIDE 3/4" CHAMFERS AT ALL EXPOSED CORNERS.

13. DRYPACK OR GROUT: SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AND BE

COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND.

14. FLY ASH: NOT PERMITTED.

NOTE:

1. 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 (AHJ) 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:

· 2022 CALIFORNIA ELECTRICAL CODE (CEC)

· 2022 CALIFORNIA FIRE CODE (CFC)

· 2022 CALIFORNIA BUILDING CODE (CBC)

· 2022 CALIFORNIA ADMINISTRATIVE CODE (CAC)

· 2022 CALIFORNIA REFERENCED STANDARDS CODE (CRSC)

· 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

· AMERICANS WITH DISABILITIES ACT (ADA)

· TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS

· APPLICABLE YEARS OF NFPA ETC. WITH CALIFORNIA AND OTHER LOCAL

AMENDMENTS AS APPLICABLE

2. PRIOR TO MAKING REVISIONS TO THE EXISTING PHASE SERVICE, VERIFY EXISTING

SEQUENCE OF THE CIRCUITS AND MAKE CERTAIN THAT EVERY ITEM IS THOROUGHLY

PREPARED. PRIOR TO SCHEDULED OUTAGES MAKE CERTAIN THAT EVERY ITEM IS

THOROUGHLY PREPARED, THAT ALL REQUIRED MATERIALS ARE ON-SITE 7 DAYS PRIOR

TO THE SCHEDULED OUTAGE, THAT SPARE MATERIALS ARE AVAILABLE IN THE EVENT

OF DAMAGE OR DEFECTS, AND THAT THE REQUIRED PERSONNEL ARE AVAILABLE TO

COMPLETE THE WORK DURING THE SCHEDULED OUTAGE. DO THE ACTUAL WORK AT AN

OFF-PEAK TIME, OR OVERTIME, AS ARRANGED WITH THE STATE'S PROJECT DIRECTOR

OR AS HEREINAFTER SPECIFIED. ONCE THE WORK IS STARTED, VIGOROUSLY

PROSECUTE IT TO COMPLETION TO KEEP DOWNTIME TO A MINIMUM. ENSURE THAT

EXISTING ELECTRICAL PHASE SEQUENCE (ELECTRICAL PHASE ROTATION) OF THE

SYSTEM IS MAINTAINED. BE PREPARED TO TEMPORARILY SERVE THE EXISTING SERVICE

OR DISCONTINUE THE NECESSARY REVISIONS IN THE EVENT OF AN EMERGENCY OR

OTHER CONDITION WHICH MAKES IT IMPOSSIBLE TO FINISH THE SCHEDULED WORK ON

TIME.

3. NAMEPLATES:

A. PROVIDE NAMEPLATES ON EQUIPMENT, DEVICES, PANELS AND FIELD MOUNTED

INSTRUMENTS (PRESSURE SWITCHES, LIMIT SWITCHES, ETC.) TO IDENTIFY EACH ITEM

WITH ITS RESPECTIVE SERVICE OR FUNCTION. USE BLACK-ON-WHITE LAMINATED

PLASTIC (WHITE LETTERING ON BLACK BACKGROUND), WITH BEVELED EDGES AND

ENGRAVED LETTERING NOT LESS THAN 1/4 INCH HIGH UNLESS OTHERWISE NOTED.

ATTACH WITH 1/4-INCH-LONG NO. 4 PHILLIPS, ROUND HEAD, COARSE THREAD, TYPE

410 STAINLESS STEEL, THREAD-CUTTING SCREWS WITH BLUNT POINT UNLESS

OTHERWISE SPECIFIED. FOR EXTERIOR NAMEPLATES, PROVIDE SILICON SEAL FOR

SCREW PENETRATIONS. FOR CAST IRON ENCLOSURES MOUNT NAMEPLATES WITH

SETON TUFF-BOND #TB2 ADHESIVE.

B. PROVIDE NAMEPLATES FOR INTERNAL DEVICES OF EQUIPMENT (CONTROL RELAYS,

CONTACTORS, TIMERS, TERMINAL BLOCKS, ETC.). MOUNT NAMEPLATES ADJACENT

TO, NOT ON, THE DEVICE.

C. PROVIDE SINGLE, DEDICATED NAMEPLATES FOR DEVICES MOUNTED WITHIN AND ON

EQUIPMENT. PROVIDE AS A MINIMUM A SINGLE DEDICATED NAMEPLATE FOR EACH

DEVICE (RELAY, SWITCH, TERMINAL BLOCK, METER, ETC.). NAMEPLATE SHALL AGREE

WITH IDENTIFICATION ON MANUFACTURER'S DRAWING. ON DEVICES MOUNTED IN

FRONT COMPARTMENT DOORS, PROVIDE EACH DEVICE WITH TWO NAMEPLATES, ONE

ON THE FRONT AND ONE ON THE BACK OF THE FRONT COMPARTMENT DOOR. THE

NAMEPLATES MOUNTED ON THE BACK OF THE DOOR SHALL BE STICK-ON TYPE.

4. FINAL TERMINATION

A. CONTRACTOR TO PROVIDE FEEDERS COILED IN THE NEAREST PULL BOX OR

JUNCTION BOX FOR FINAL TERMINATION.

FIRE SAFETY NOTES:

1. FIRE DEPARTMENT ACCESS ROAD SHALL BE MAINTAINED AT ALL TIMES, AND SHALL BE

PROVIDED TO BE WITHIN 100 FEET OF TEMPORARY FIRE DEPARTMENT CONNECTIONS.

(2022 CFC SECTION 3310)

2. FIRE SAFETY DURING DEMOLITION AND CONSTRUCTION SHALL COMPLY WITH CBC

CHAPTER 33 AND CFC CHAPTER 33.

GENERAL CONTRACT NOTES:

1. CONTRACTOR SHALL PROVIDE ALL MATERIALS SUCH AS TOOLS, EQUIPMENT, LABOR, AND

INCIDENTALS REQUIRED INCLUDING THE CONSTRUCTION OF ALL PROPOSED IMPROVEMENTS

SHOWN ON THE PLANS AND AS SPECIFIED BY THE GOVERNING STANDARDS AND/OR THE

CIVIL AND ELECTRICAL ENGINEERS.

2. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO

CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.

3. IF DAMAGED DURING CONSTRUCTION, THE CONTRACTOR SHALL REPLACE IN KIND ALL

EXISTING STRUCTURES, WALKWAYS, CURB & GUTTER, LANDSCAPING, AND/OR OTHER

IMPROVEMENTS TO AN EXISTING OR BETTER CONDITION.

4. CONTRACTOR SHALL REPLACE ALL EXISTING STRIPING, SIGNAGE AND MARKINGS DAMAGED

DUE TO PROJECT CONSTRUCTION ACTIVITIES. CONTRACTOR TO REMOVE EXISTING

STRIPING BEFORE PLACING PROPOSED STRIPING PATTERNS.

5. ALL WORK SHALL BE CONFINED WITHIN THE EASEMENTS AND/OR CONSTRUCTION LIMITS AS

SHOWN ON THE PLANS.

6. APPROVAL OF THESE PLANS BY THE AUTHORITIES HAVING JURISDICTION DOES NOT

AUTHORIZE ANY WORK TO BE PERFORMED UNTIL A PERMIT OR NOTICE TO PROCEED HAS

BEEN ISSUED.

7. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES

OR UTILITY COMPANIES HAVING POSSIBLE INTEREST IN THE WORK OF THE CONTRACTOR'S

INTENTION TO EXCAVATE PROXIMATE TO EXISTING FACILITIES AND THE CONTRACTOR SHALL

VERIFY THE LOCATION OF ANY UTILITIES IN THE WORK AREA. THE CONTRACTOR SHALL

NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) TWO (2) DAYS PRIOR TO BEGINNING ANY

EXCAVATION.

8. THE CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM ANY PROPERTY OWNER

GIVING HIM PERMISSION TO ENTER HIS PROPERTY FOR THE PURPOSE OF CONSTRUCTING

THE IMPROVEMENTS DELINEATED ON THE PLANS AND TRANSITION THERETO.

9. ALL BILL OF MATERIALS AND/OR EQUIPMENT SHALL BE PROVIDED AS SPECIFIED WITHIN THIS

SET OR APPROVED EQUAL. ALL BILL OF MATERIALS AND/OR EQUIPMENT SHALL MATCH THE

SAME QUALITY AND CAPACITY AS INDICATED HEREIN.

10. CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IDENTIFIED BY THE

PROFESSIONAL ENGINEERING SEAL AND SIGNATURE ON THESE PLANS, OF ANY SITE

CONDITION(S) AND/OR DESIGN INFORMATION THAT PREVENTS THE CONTRACTOR FROM

COMPLYING WITH THE LAWS, REGULATIONS AND/OR BUILDING CODES.

11. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH DGS STANDARD

CONSTRUCTION SPECIFICATIONS.

12. CHARGING STATIONS SHALL BE PROVIDED BY THE STATE (DEPARTMENT OF GENERAL

SERVICES) AND INSTALLED BY THE CURRENT STATE ELECTRIC VEHICLE CHARGING STATION

VENDOR. ALL FINAL TERMINATIONS AND SPLICING SHALL BE COMPLETED BY THE STATE

VENDOR.

DESIGN CRITERIA:

CALIFORNIA ADMINISTRATIVE CODE (CAC) 2022

CALIFORNIA BUILDING CODE (CBC) 2022

CALIFORNIA ELECTRICAL CODE (CEC) 2022

CALIFORNIA FIRE CODE (CFC) 2022

CALIFORNIA REFERENCED STANDARDS CODE (CRSC) 2022

TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS

NATIONAL ELECTRICAL CODE (NEC) 2020

CDCR DESIGN CRITERIA GUIDELINES (DCG) 2025

ARC-FLASH NOTE:

1. ALL NEW ELECTRICAL SWITCHGEAR, SWITCHBOARDS AND PANELBOARDS SHALL BE

PROVIDED WITH AN ARC-FLASH HAZARD WARNING LABEL/MARKING BY THE ELECTRICAL

CONTRACTOR, IN COMPLIANCE TO THE THE REQUIREMENTS OF THE LATEST CEC 110.16. AN

ARC-FLASH ASSESSMENT STUDY WHICH SHALL ADHERE WITH THE LATEST NFPA 70E - 130.5,

SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR.

THE ARC-FLASH ASSESSMENT STUDY SHALL BE PERFORMED BY THE ELECTRICAL

CONTRACTOR AND ADHERE TO NFPA 70E-130.5.

THE ARC-FLASH ASSESSMENT STUDY AND THE ARC-FLASH HAZARD WARNING

LABEL/MARKING TEMPLATE/S SHALL BE SUBMITTED TO THE ELECTRICAL ENGINEER OF

RECORD (EEOR) FOR REVIEW AND APPROVAL.

PROPOSED EV CHARGER TABULATION

EV CHARGER NO. OF EVCS(S) NO. OF FLEET PORT(S)

SINGLE (LEVEL 2) 1 1

TOTAL TOTAL EVCS(S) = 1 TOTAL PORT(S) = 1

CONSIDER USING THIS NOTE FOR 11B-228.3.2 EXCEPTION 1: THE EVCS FOR THIS PROJECT ARE

NOT AVAILABLE TO THE GENERAL PUBLIC AND INTENDED FOR THE 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 SECTION 11B-228.3.2 THE EVCS FOR THIS PROJECT ARE NOT

DESIGNED TO COMPLY WITH 11B-228.3.2 ACCESS REQUIREMENTS.

PROJECT

LOCATION

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DESIGN INFORMATION & PARAMETERS:

1. BASIC WIND SPEED (99 MPH) AND WIND EXPOSURE CATEGORY C.

2. LATITUDE = 36.476201, LONGITUDE = -121.371718

3. S1 = 0.6, SD1 = 0.93, SS = 0.93

G

, SDS = 1.1

G

(SITE CLASS D ASSUMED)

FLOOD ZONE NOTES:

1. PROJECT SITE LOCATED WITHIN FLOOD HAZARD ZONE X; 0.2% ANNUAL CHANCE FLOOD

HAZARD, AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH LESS THAN ONE

FOOT OR WITH DRAINAGE AREAS OF LESS THAN ONE SQUARE MILE.

2. FIRM PANEL: 06053C0625H.

3. MAP EFFECTIVE DATE; NOVEMBER 30, 2023.

4. MAP IS MONTEREY COUNTY, CALIFORNIA. PANEL 625 OF 2050.

UTILITY NOTE:

UTILITY INFORMATION SHOWN HEREON IS BASED ON RECORD INFORMATION SUPPLIED TO

THE ENGINEER BY UTILITY COMPANIES, PUBLIC AGENCIES AND THE PROPERTY OWNER AND

OBSERVATION OF VISIBLE EVIDENCE BY A FIELD SURVEY. THE ENGINEER CAN MAKE NO

GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF THE UNDERGROUND UTILITY

FACILITIES SHOWN. PRIOR TO ANY SITE EXCAVATIONS, THE CONTRACTOR SHALL CONTACT

THE OWNER AND UNDERGROUND SERVICE ALERT (U.S.A.) AND REQUEST THAT THEY

IDENTIFY THE LOCATION OF ALL UNDERGROUND UTILITIES AT THE SITE. SEE

SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/18/25

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

25-2680

PROJECT LOCATION:

SEE DEMOLITION PLAN ON SHEET

C2.0, SITE PLAN ON SHEET C3.0,

AND ELECTRICAL CONDUIT PLAN

ON SHEET E1.0

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PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF CORRECTIONS AND REHABILITATION

EXP 03/31/2027

06-16-2025 10

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ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

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CALIFORNIA DEPARTMENT OF GENERAL SERVICES

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PROJECT #: 000000000012665HIGHWAY 101 NORTH, SOLEDAD, CA 93960

V1

OWNER: SOLEDAD STATE PRISON

APN: 257-021-012-000

OWNER: CROCKER CITIZENS

NATIONAL BANK

APN: 257-041-019-000

OWNER: WELLS FARGO BANK TR

APN: 257-041-011-000

OWNER: GLOBAL AG

PROPERTIES II USA LLC

APN: 257-021-018-000

OWNER: RCT LAND COMPANY LP

APN: 417-151-027-000

OWNER: RCT LAND COMPANY LP

APN: 257-021-013-000

OWNER: JACKSON FAMILY

ESTATES II LLC

APN: 257-021-014-000

OWNER:

ASELLUS-MONTEREY LLC

APN: 257-031-004-000

OWNER: GRISETTI JOHN TR

APN: 257-031-003-000

OWNER: SMITH-MONTEREY LLC

APN: 257-021-025-000

OWNER: SILVERADO GONZALES

VINEYARDS LLC

APN: 257-021-009-000

OWNER: ASELLUS-MONTEREY LLC

APN: 417-151-026-000

OWNER: ASELLUS-MONTEREY LLC

APN: 417-151-001-000

OWNER: ANDRUS SANDRA P TR

APN: 257-021-024-000

SYMBOL LEGEND:

EXISTING PROPERTY LINE

AREA OF WORK

HIGHW

AY 101

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/18/25

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

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PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF CORRECTIONS AND REHABILITATION

EXP 03/31/2027

06-16-2025 10

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CALIFORNIA DEPARTMENT OF GENERAL SERVICES

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T F ts

.d w g C .0

T o p o g ra p h ic S u rv e y B

C F .c tb P lo t b y w h a rr is

J u n

:1 p m

PRELIMINARY QC_01

PROJECT #: 000000000012665HIGHWAY 101 NORTH, SOLEDAD, CA 93960

V1

DEMOLITION NOTES:

1. THE "LIMIT OF DEMOLITION" SHOWN IS APPROXIMATE AND IS GENERALLY

CONSIDERED TO BE THE MINIMUM REMOVAL REQUIREMENTS. CONTRACTOR MUST

COORDINATE AS NOTED IN THE LEGEND.

2. CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLISHED MATERIALS OFF SITE.

3. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY IMPROVEMENTS NOT

SPECIFICALLY DESIGNATED FOR REMOVAL.

4. THE ON-SITE UNDERGROUND UTILITIES SHOWN ON THIS SHEET ARE AT AN

APPROXIMATE LOCATION. THE EXTENT, LOCATIONS AND SIZES ARE UNKNOWN. THE

CONTRACTOR SHALL POTHOLE TO LOCATE AND VERIFY THE UNDERGROUND UTILITY

LINES PRIOR TO REMOVAL.

5. CONTRACTOR TO PROTECT AND PRESERVE IN PLACE ANY FOUND SURVEY

MONUMENTS. ANY MONUMENTS DISTURBED SHALL BE RESET BY A LICENSED

SURVEYOR AND THE APPROPRIATE PAPERWORK FILED WITH THE CITY OR COUNTY.

6. ALL HAZARDOUS MATERIALS ENCOUNTERED DURING SITE DEMOLITION SHALL BE

REMEDIATED AND DISPOSED OF PER STATE AND EPA REQUIREMENTS.

7. CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL UTILITY AGENCIES PRIOR

TO THE START OF ANY DEMOLITION OR CONSTRUCTION.

8. ANY EXISTING UTILITIES AND/OR IMPROVEMENTS THAT BECOME DAMAGED DURING

CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE

OWNER AND AGENCY HAVING AUTHORITY, AT THE CONTRACTOR'S SOLE EXPENSE.

DEMOLITION LEGEND:

PROTECT EXISTING CONCRETE CURB TO REMAIN

PROTECT EXISTING BUILDING TO REMAIN

PROTECT EXISTING UTILITY TO REMAIN

PROTECT EXISTING BRICK WALL TO REMAIN

REMOVE AND LAWFULLY DISPOSE OF CONCRETE:

7 S.F.

REMOVE EXISTING IMPROVEMENTS AS NECESSARY

TO CONSTRUCT NEW IMPROVEMENTS SHOWN ON

THESE PLANS UNLESS OTHERWISE NOTED ON THE

PLAN. THE REMOVAL OF IMPROVEMENTS MUST BE

COORDINATED WITH ALL PLAN SHEETS.

CONTRACTOR MUST ALSO COORDINATE REMOVAL

OF IMPROVEMENTS WITH UTILITY AGENCIES.

PROTECT ALL IMPROVEMENTS NOT DESIGNATED

FOR REMOVAL. SEE NOTE 1

EXISTING SYMBOL LEGEND:

SAFETY DISCONNECT

DISTRIBUTION PANEL

ELECTRICAL TRANSFORMER

STORM DRAIN GRATE

LIGHT POST

POWER POLE

CHAIN LINK FENCE

EXISTING CONCRETE BLOCK WALL

EXISTING BUILDING

EXISTING CONCRETE

EXISTING ELECTRICAL LINE

SD

LP

PP

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/18/25

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

PP

EPB

BO

BOBO

9'

5' -7

3'-6"

A

B

C

D

1' -4

E

O N

LY

C H

AR

G

IN

G

EV

E

F

3'-3"

4' -9

SITE PLAN

C3.0

SCALE IN FEET

0 5 10 20

SCALE: 1"=10'

Date Signed:

06/16/2025

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF CORRECTIONS AND REHABILITATION

EXP 03/31/2027

06-16-2025 10

RF

WH

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

CORRECTIONAL TRAINING FACILITY

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P \2

-0

\S it e \C

D C

R C o rr e c ti o n a l T ra in in g F a c ili ty

C T F C o n s tr u c ti o n D o c u m e n t\ P ro d u c ti o n D ra w in g s \2

C

D C

R C

T F s i0

.d w g C .0

S it e

G ra d in g P la n B

C F .c tb P lo t b y w h a rr is

J u n

:1 p m

PRELIMINARY QC_01

PROJECT #: 000000000012665HIGHWAY 101 NORTH, SOLEDAD, CA 93960

V1

CONSTRUCTION LEGEND:

CONSTRUCT EQUIPMENT PAD PER DETAIL [C/E2.0]

FURNISH AND INSTALL FIXED BOLLARDS PER DETAIL

[B/C4.0]

FURNISH AND INSTALL FIXED FLEET CHARGING

SIGN PER DETAIL [A/C4.0]

SEE ELECTRICAL CONDUIT PLAN FOR ADDITIONAL

ELECTRICAL IMPROVEMENTS

PAINT 4" WIDE OSHA SAFETY GREEN - 14120 STRIPE

PAINT EV CHARGING STALL PAVEMENT MARKINGS

PER DETAIL [C/C4.0]

PROPOSED CHARGEPOINT [MODEL

CP6011B-80A-L7-CHIP] SINGLE CHARGE PORT

PEDESTAL STYLE CHARGERS TO BE INSTALLED BY

OTHERS. SEE DETAILS [A/R1.0], [B/R1.0], [C/R1.0],

AND [D/R1.0]. SEE ELECTRICAL NOTE 10. (SHOWN

FOR REFERENCE ONLY)

PROPOSED (OSHA SAFETY GREEN - 14120) STRIPING

IMPROVEMENTS

LIMITS OF CONCRETE IMPROVEMENTS

A

B

C

D

E

F

PROPOSED EV CHARGER

EVCS-#

WALL/PEDESTAL

MOUNT EVCS

SINGLE/DUAL

EVCS

STALL/CHARGE

PORT #

CHARGE PORT

TYPE

POWER

SELECT

(FLA)

POWER

SHARE

(Y / N/A)

CHARGE

PORT

TYPE

1 PEDESTAL SINGLE FLEET 32 N/A FLEET1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/18/25

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

M

IN

ONLY

CHARGING

EV

PAINT 12" HIGH WHITE

"EV CHARGING ONLY"

WORDING

ALIGN

PAINT 4" WIDE

OSHA SAFETY

GREEN - 14120

STRIPE

BOBO

3'-6"

DETAILS

C4.0

Date Signed:

06/16/2025

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF CORRECTIONS AND REHABILITATION

EXP 03/31/2027

06-16-2025 10

RF

WH

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

CORRECTIONAL TRAINING FACILITY

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P \2

-0

\S it e \C

D C

R C o rr e c ti o n a l T ra in in g F a c ili ty

C T F C o n s tr u c ti o n D o c u m e n t\ P ro d u c ti o n D ra w in g s \2

C

D C

R C

T F d t0

.d w g C .0

D e ta ils B

C F .c tb P lo t b y w h a rr is

J u n

:1 p m

PRELIMINARY QC_01

PROJECT #: 000000000012665HIGHWAY 101 NORTH, SOLEDAD, CA 93960

V1

FINISHED CONCRETE

OR GROUND SURFACE

2" SCH. 40 GALV. STEEL POST

18 GA STEEL WITH FIELD OF

GREEN, 1/2" WHITE BORDER,

AND WHITE LETTERING, ALL

OF REFLECTIVE SHEETING

FASTENER: 1/4" DIA. HEX. BOLT W/

LOCK WASHER 1-1/2" FROM TOP

AND BOTTOM OF SIGN

GALV.

STEEL POST

CAP

CONCRETE

12"

(M

IN

C L E A R

M

IN

8"

A

C4.0

FIXED FLEET CHARGING SIGN

NOT TO SCALE

B

C4.0

STANDARD CDCR - FIXED BOLLARD

NOT TO SCALE

1'-6"

MIN. DIA.

FILL PIPE WITH CONCRETE

AND ROUND OFF TOP WITH

GROUT CAP

2" ADHESIVE REFLECTIVE

STRIPE ALL AROUND

FIELD PRIME BOLLARDS

WITH 2 COATS OF

ZINC-RICH PRIMER. PAINT

BOLLARDS WITH 2 COATS

OF INDUSTRIAL YELLOW

ENAMEL

6"Ø STD WT GALVANIZED

STEEL PIPE, GRIND

SMOOTH ALL ROUGH

AREAS AND EDGES

1/4" SLOPE

TOP OF FINISH

GRADE OR

SURFACE MATERIAL

FINISH

GRADE

CONCRETE

ENCASEMENT

C

C4.0

EVCS PAVEMENT MARKINGS

NOT TO SCALE

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/18/25

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

PP

EPB

BO

BOBO

9'

A

B

(K1)

E

C D

(K2) JB

ELECTRICAL CONDUIT PLAN

E1.0

SCALE IN FEET

0 5 10 20

SCALE: 1"=10'

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF CORRECTIONS AND REHABILITATION

EXP 06/30/2026

06-16-2025 10

RF

WH

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

CORRECTIONAL TRAINING FACILITY

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P \2

-0

\S it e \C

D C

R C o rr e c ti o n a l T ra in in g F a c ili ty

C T F C o n s tr u c ti o n D o c u m e n t\ P ro d u c ti o n D ra w in g s \2

C

D C

R C

T F e l0

.d w g E .0

E le c tr ic a l C o n d u it P la n B

C F .c tb P lo t b y w h a rr is

J u n

:1 p m

PRELIMINARY QC_01

PROJECT #: 000000000012665

Date Signed:

06/16/2025

HIGHWAY 101 NORTH, SOLEDAD, CA 93960

V1

A

E1.0

CONDUIT SCHEDULE

CONDUIT SCHEDULE

CONDUIT

NUMBER

FROM TO

CONDUCTORS ALL 90°C THWN-2 OR

SIMILAR UNLESS NOTED OTHERWISE

CONDUIT SIZE

AND TYPE

COMMENTS

K1

EXISTING DISTRIBUTION PANEL

"BREAK ROOM"

EV JUNCTION BOX

(2) #8 AWG Cu, (1) #8 AWG Cu GND, TAGGED

(EVCS-1, L1, L2, GROUND)

1" RMC

EXISTING PANEL TO PROPOSED

EV JUNCTION BOX

K2 EV JUNCTION BOX

EVCS-1

(CHARGE POINT 1)

EMPTY CONDUIT (PROVIDE PULL STRING) 1" RMC/PVC

PROPOSED EV JUNCTION BOX TO

PROPOSED CHARGING PAD

(CONDUCTORS TO BE INSTALLED

BY OTHERS)

ELECTRICAL NOTES:

1. ELECTRICAL UTILITY LINE TO BE PROTECTED IN PLACE WHEN POSSIBLE. IF EXISTING LINES INTRODUCE EXCESSIVE CONSTRAINTS

DURING THE INSTALLATION OF THE ELECTRICAL EQUIPMENT, REMOVE AND RELOCATE EXISTING LINES AS NEEDED, USING THE PROPOSED UTILITY TRENCH. IF THE ELECTRICAL LINE CANNOT BE SALVAGED THE CONTRACTOR MUST LAWFULLY DISPOSE OF THE

ELECTRICAL LINE AND REPLACE WITH LIKE-IN-KIND.

2. ALL ELECTRICAL POWER IN CLOSE PROXIMITY TO THE INSTALLATION OF THE ELECTRICAL EQUIPMENT MUST BE POWERED OFF PRIOR

TO THE START OF CONSTRUCTION, TO PREVENT ANY ELECTRICAL INJURIES.

3. HAND DIG ALL UTILITIES IN CLOSE PROXIMITY TO THE INSTALLATION OF THE ELECTRICAL EQUIPMENT TO AVOID DAMAGING ANY

UTILITY LINE.

4. SEE SINGLE LINE DIAGRAM ON SHEET E3.0.

5. SEE CONDUIT SCHEDULE FOR WIRE SIZE, CONDUIT FILL AND WIRE TAGS.

6. THE METHODS CONTAINED IN CEC/NEC ARTICLE 250 SHALL BE FOLLOWED TO COMPLY WITH GROUNDING AND BONDING OF ELECTRICAL SYSTEMS AND NON-CURRENT CARRYING CONDUCTIVE MATERIALS, ENCLOSURES, OR ITEMS FORMING PART OF ANY SUCH EQUIPMENT THAT ENCLOSES OR CARRIES ELECTRICAL CONDUCTOR OR EQUIPMENT THAT IS LIKELY TO BECOME

ENERGIZED. SEE CEC/NEC 250.4(A)(1) THROUGH (5) FOR FURTHER DESCRIPTION.

7. MINIMUM CONDUIT BURIAL DEPTH SHALL BE 24".

8. PER CEC/NEC 110.26 "ACCESS AND WORKING SPACE SHALL BE PROVIDED AND MAINTAINED ABOUT ALL ELECTRICAL EQUIPMENT TO

PERMIT READY AND SAFE OPERATION AND MAINTENANCE OF SUCH EQUIPMENT."

9. CONDUIT BODIES, PULL BOXES AND JUNCTION BOXES SHALL BE USED AS NEEDED TO MAINTAIN LESS THAN 360° OF CONDUIT BENDS

BETWEEN PULL POINTS.

10. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE) TO BE SINGLE CHARGE PORT. THE CHARGE PORT TO BE 'POWER SELECT" LIMITED TO

32 FLA.

ELECTRICAL LEGEND:

EXISTING DISTRIBUTION PANEL "BREAK ROOM",

REFER TO DETAIL [B/E3.0] FOR LOAD SCHEDULE.

FURNISH AND INSTALL EXTERIOR CONDUIT AND

EV JUNCTION BOX PER DETAILS [C/E2.0] AND

[D/E2.0]

SEE DETAIL [E/E2.0] FOR THE FURNISHING AND

INSTALLATION OF BELOW GRADE PVC CONDUIT.

SEE CONDUIT SCHEDULE FOR COUNT AND

CONDUIT SIZE.

CONSTRUCT CHARGEPOINT CP6000 CHARGER

CONCRETE PAD PER DETAIL [B/E2.0]. SEE

ELECTRICAL NOTE 10

CORE DRILL THROUGH WALL PER DETAIL [F/E2.0]

PROPOSED CHARGEPOINT [MODEL

CP6011B-80A-L7-CHIP] SINGLE CHARGE PORT

PEDESTAL STYLE CHARGERS TO BE INSTALLED BY

OTHERS. SEE DETAILS [A/R1.0], [B/R1.0], [C/R1.0],

AND [D/R1.0]. SEE ELECTRICAL NOTE 10. (SHOWN

FOR REFERENCE ONLY)

PROPOSED JUNCTION BOX

ELECTRICAL CONDUIT; SIZE AND COUNT AS

NOTED

A

B

C

D

E

JB

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/18/25

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

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF CORRECTIONS AND REHABILITATION

EXP 06/30/2026

06-16-2025 10

RF

WH

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

CORRECTIONAL TRAINING FACILITY

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P \2

-0

\S it e \C

D C

R C o rr e c ti o n a l T ra in in g F a c ili ty

C T F C o n s tr u c ti o n D o c u m e n t\ P ro d u c ti o n D ra w in g s \2

C

D C

R C

T F d t0

.d w g E .0

C o n d u it S e c ti o n s

D e ta ils B

C F .c tb P lo t b y w h a rr is

J u n

:1 p m

PRELIMINARY QC_01

PROJECT #: 000000000012665

Date Signed:

06/16/2025

HIGHWAY 101 NORTH, SOLEDAD, CA 93960

V1

CONDUIT SECTIONS & DETAILS

E2.0

EMERGENCY SHUT-OFF

EVCS-#

LOCATED IN/AT

(PANEL __)

5"

1 2

1/4"

(T Y P

1/4"

(T Y P

/8

/4

/4

/4

/4

/4

/4

/4

/8

3 4

3 4

3/8" 4 3/8" 3/8"

SEE NOTES 1, 4 & 6

SEE NOTES 1, 2, 3 & 5. TEXT TO BE PRINTED

IN THE COLOR WHITE NOT BLACK

SEE NOTE 1

NOTES:

1. ELECTRICAL VEHICLE

CHARGING STATION SHUT-OFF

LABEL TO HAVE WHITE

LETTERS ON RED FIELD. WITH

RED AND WHITE DIAGONAL

STRIPED BORDER.

2. EMERGENCY SHUT-OFF LABEL

SHALL READ THE EVCS-# THAT

IS CORRELATED WITH ONE

ANOTHER. SEE BELOW FOR

EXAMPLE:

EMERGENCY SHUT-OFF

EVCS-1

LOCATED IN/AT

(PANEL E)

3. FOR EVCS-# AND LABELING,

SEE ELECTRICAL SCHEDULE &

CIRCUITS ON SHEET E3.0.

4. EMERGENCY SHUT-OFF LABEL

TO BE SELF-ADHESIVE: VINYL,

THERMAL,

TRANSFER-PRINTED,

5.5-MIL-THICK, MULTICOLOR,

WEATHER AND UV-RESISTANT,

PRESSURE-SENSITIVE

ADHESIVE LABELS,

CONFIGURED FOR INTENDED

USE AND LOCATION.

5. THE TEXT HEIGHT SHALL BE

1/4" HIGH WITH WHITE

LETTERING.

6. EMERGENCY -SHUT-OFF LABEL

SHALL COMPLY WITH THE

FOLLOWING SPECIFICATION:

- SECTION 26 05 53,

IDENTIFICATION FOR

ELECTRICAL SYSTEMS

7. PLACE EMERGENCY SHUT-OFF

LABEL ON EACH EVCS

CHARGER.A

E2.0

EMERGENCY SHUT-OFF LABEL

NOT TO SCALE

C

E2.0

EXTERIOR CONDUIT INSTALLATION

TO EV CHARGER PAD

NOT TO SCALE

EV CAHRGER JUNCTION BOX

DETAIL, REFER TO DETAIL [D/E2.0]

EV PAD, REFER TO

DETAIL [B/E2.0]

D

E2.0

EV CHARGER JUNCTION BOX

NOT TO SCALE

F R

O M

B R

E A K R

O O

M

E X

IS

T

IN

G P

A N E L

T O

F L E E T

C H A R G

E R

(M

IN

(M

IN

2"

VARIES

(SEE PLAN)

7-INCH OF 3/4-INCH MEDIUM, TYPE B ASPHALT CONCRETE

SAWCUT T-SECTION AND MATCH ADJACENT

ASPHALT CONCRETE

METALLIC WARNING TAPE

95% MINIMUM RELATIVE

COMPACTED NATIVE

BACKFILL UNDER CONCRETE

AND ASPHALT AREAS, PER

ASTM D1557. 90% MINIMUM

RELATIVE COMPACTED

NATIVE BACKFILL UNDER

LANDSCAPE AREAS, PER

ASTM D1556 AND ASTM

D1557. SEE NOTE 3 ELECTRICAL CONDUIT,

SEE ELECTRICAL PLANS

FOR SIZE AND COUNT

(TYP). SEE NOTE 3

24" (MAX) DEPTH, AT LEAST 12" ABOVE

CONDUIT (SEE NOTE 1)

EXISTING ELECTRICAL CONDUIT WHERE

APPLICABLE

EXISTING ELECTRICAL

CONDUIT CROSSING

WHERE APPLICABLE

MINIMUM CONDUIT

BURIAL DEPTH

SHALL BE 24".

TRENCH RESURFACING

IN CONCRETE AREA

TRENCH RESURFACING

IN ASPHALT AREA

95% MINIMUM RELATIVE

COMPACTED NATIVE

MATERIAL IN TOP 2' OF

TRENCH

SAWCUT AND

MATCH

ADJACENT

CONCRETE

6"

(MIN)

CALTRANS CLASS 3

CONCRETE

EXISTING CONCRETE

6"

EXISTING ASPHALT CONCRETE PAVEMENT

EXISTING

CURB

6"

SEE NOTE 2

NOTES:

1. PER NEC 300.5 (D)(3), UNDERGROUND

SERVICE CONDUCTORS THAT ARE

NOT ENCASED IN CONCRETE AND

THAT ARE BURIED 450MM (18") OR

MORE BELOW GRADE SHALL HAVE

THEIR LOCATION IDENTIFIED BY A

WARNING RIBBON THAT IS PLACED IN

THE TRENCH AT LEAST 300MM (12")

ABOVE THE UNDERGROUND

INSTALLATION.

2. APPLY SLURRY COAT IN A UNIFORM

THICKNESS IN ACCORDANCE WITH

ASTM D3910 AND ALLOW TO CURE

FOR A MINIMUM OF 5 DAYS. ROLL

SLURRY SEAL TO REMOVE RIDGES

AND PROVIDE A UNIFORM, SMOOTH

SURFACE.

3. DIRECT BURIED UTILITY TRENCH

BACKFILL SHALL COMPLY WITH THE

FOLLOWING SPECIFICATIONS:

- SECTION 31 20 00, EARTH MOVING

- SECTION 26 05 43, UNDERGROUND

DUCTS AND RACEWAYS FOR

ELECTRICAL SYSTEMS

- SECTION 32 12 16, ASPHALT PAVING

- SECTION 03 30 00, CAST-IN-PLACE

CONCRETE

3" CLEAN SAND BEDDING

TO BE PLACED BELOW

AND ABOVE CONDUIT

PER ASTM C33/C33M;

FINE AGGREGATE

E

E2.0

TYPICAL ELECTRICAL UTILITY TRENCH

NOT TO SCALE

F

E2.0

TYPICAL CONDUIT WALL PENETRATION

NOT TO SCALE

ELECTRICAL NOTES:

1. THE METHODS CONTAINED IN CEC/NEC ARTICLE 250 SHALL BE

FOLLOWED TO COMPLY WITH GROUNDING AND BONDING OF

ELECTRICAL SYSTEMS AND NON-CURRENT CARRYING CONDUCTIVE

MATERIALS, ENCLOSURES, OR ITEMS FORMING PART OF ANY SUCH

EQUIPMENT THAT ENCLOSES OR CARRIES ELECTRICAL CONDUCTOR

OR EQUIPMENT THAT IS LIKELY TO BECOME ENERGIZED. SEE CEC/NEC

250.4(A)(1) THROUGH (5) FOR FURTHER DESCRIPTION.

2. WHERE TWO OR MORE GROUND RODS ARE TO BE INSTALLED, THE

MINIMUM SEPARATION SHALL BE 6' PER CEC/NEC 250.53 (A)(2), AND (3)

RESISTANCE OF ELECTRODES.

3. MINIMUM CONDUIT BURIAL DEPTH SHALL BE 24".

4. PER CEC/NEC 110.26 "ACCESS AND WORKING SPACE SHALL BE

PROVIDED AND MAINTAINED ABOUT ALL ELECTRICAL EQUIPMENT TO

PERMIT READY AND SAFE OPERATION AND MAINTENANCE OF SUCH

EQUIPMENT."

5. ALL ELECTRICAL EQUIPMENT SHALL BE LISTED FOR TERMINATION OF

ELECTRICAL CONDUCTORS RATED 75°C OR HIGHER.

6. CONTRACTOR TO SCAN FOR REBAR OR OTHER STRUCTURAL SUPPORT

PRIOR TO CORE DRILLING OR WALL MOUNTING EQUIPMENT.

7. UNDERGROUND GROUNDING CONDUCTORS TO BE BURIED AT A

MINIMUM OF 24 INCHES BELOW GRADE.

8. ALL BREAKERS INSTALLED UNDER THIS DESIGN SHALL BE ABLE TO BE

LOCKED IN THE OPEN POSITION PER NEC 625.43 AND 110.25

BILL OF MATERIALS (DETAIL [C/E2.0]

REFERENCE

NUMBER

ITEM

1 STRUT BRACKET, B22SH-120GLV

2 1" CONDUIT BODY STYLE LR

3 1" PIPE CLAMP

3/8" X 2-1/2" HEX GALVANIZED LAG SCREW

WITH WASHER IF REQUIRED

5 1" MYERS HUB

6 1" FEMALE ADAPTER

7 1" RMC

8 1" SCH. 40 PVC

9 1" SCH. 40 PVC, 6" RADIUS OR EQUAL

10 #8 CU CONDUCTOR THWN-2

#8 CU CONDUCTOR GRN INSULATION

THWN-2

CONTRACTOR TO PLACE PULL TAPE

BETWEEN JUNCTION BOX AND EVSE

CHARGER PAD.

CONTRACTOR TO PROVIDE 10 FEET

OF WIRES FOR ALL (3)

CONDUCTORS, FOR VENDOR TO

PULL.

B

E2.0

MAKE READY INSTALLATION

WITH STUB AND CAP

NOT TO SCALE

SECTION A-A

C L R

(T

Y P

M

IN

IM

U

M C

O N

D U

IT

B

U R

IA

L

D E P T H

S H

A L L B

E

3" CLR.

(TYP) #4 @ 12" O.C.

EACH WAY

FINISHED

GRADE

RIGID METALLIC CONDUIT

THREADED PLUG

SCH. 40 PVC THREADED

MALE ADAPTER

SCH. 40 PVC CONDUIT SWEEP

(K#)

TRIM EXISTING PVC

CONDUIT 12" ABOVE

CONCRETE SURFACE.

PROTECT CONDUCTORS,

TO REMAIN.

PROPOSED PVC

FROM

DISTRIBUTION

PANEL TO EVCS

CHARGER

SCH. 40 PVC CONDUIT

(AS NEEDED)

SCH. 40 PVC COUPLER

(TYP)

SCH. 40 PVC CONDUIT (TYP).

1' 1'

2'

PLAN VIEW

FRONT

BACK

3.74" DIA. CONDUIT STUB-UP

OPENING WITHIN THIS AREA

A A

PVC ELECTRICAL

CONDUIT STUB

AND CAP

PROPOSED 4,000 PSI

CONCRETE PAD

CONTRACTOR TO FURNISH AND INSTALL THE

CHARGEPOINT CONCRETE MOUNTING

TEMPLATE (CMT) PER MANUFACTURER'S

RECOMMENDATION. THE TEMPLATE INCLUDES

THE FOLLOWING UPPER TEMPLATE, LOWER

TEMPLATE, ANCHOR BOLTS, NUTS, AND

WASHERS

EXISTING DRYWALL WITH

EXTERIOR PANELING WALL

1. CORE DRILL FOR NEW CONDUIT PENETRATION.

2. WHERE CONDUIT PENETRATES FIRE RATED WALL, PROVIDE U.L. RATED FIRE STOP

SYSTEM NO. CAJ1149 (FIRE RATING - 2 HOURS).

3. IF MULTIPLE PENETRATIONS ARE NEEDED, THEN SPACE AT NO LESS THAN 12"

NOTES

/2

M

A X

/4

M

IN

CAULK AND FOAM BACKER ROD ALL

AROUND BOTH FACES OF WALL (TYP)

PROPOSED CONDUIT

EXISTING DRYWALL

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/18/25

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

YΔ

EXISTING DISTRIBUTION PANEL"THE BREAK ROOM",

125 AMP BUS, 125 AMP MAIN

OPERATED AT 208/120V, 1Ø, 3W

EXISTING

TRANSFORMER MAIN

125A 2P

TO EXISTING

CIRCUITS

TO EXISTING

CIRCUITS

2P 40A

4.16kV 112.5kVA, 208Y/120V, 3Ø, 4W

TO EVCS-1

CHARGE PORT 1

(32 FLA)

1" A.G. RMC TO

TRANSITION TO 1"

U.G. PVC WITH

(2) #8 Cu AND

(1) #8 Cu GND

125A, 208/120V, 2P, NEMA 3R

EXISTING SAFETY

DISCONNECT

SWITCH

(EXISTING) DISTRIBUTION PANEL "THE BREAK ROOM"

BUS AMPS: 125 MFR: SQUARE D

LOC: CORRECTIONAL TRAINING

FACILITY

MTG: RECESSED WALL MAIN AMPS: 125

PHASE: 1 WIRES: 3 VOLTS: 208/120V FEEDER: EXISTING (SEE ELECTRICAL NOTES 9 AND 10)

DESCRIPTION

VOLT-AMPS

BKR TRIP CKT

L1 L2

CKT BKR TRIP

VOLT-AMPS

DESCRIPTION

L1 L2 L1 L2

A/C UNIT 1

- 0.0

30A/2P 1 2

30A/2P

- 0.0

A/C UNIT 2

0.0 - 3 4 0.0 -

RECEPTACLES - 0.0 20A/1P 5 6 20A/1P - 0.0 RECEPTACLES

LIGHTING 0.0 - 20A/1P 7 8 20A/1P 0.0 - OUTSIDE LIGHT

EVCS-1

(CHARGE PORT 1)

3328.0 0.0 40A/2P

9 10 30A/2P

- 0.0

TRAILER

0.0 3328.0 11 12 0.0 -

- 0.0 0.0 - 13 14 - 0.0 0.0 -

- 0.0 0.0 - 15 16 - 0.0 0.0 -

- 0.0 0.0 - 17 18 - 0.0 0.0 -

- 0.0 0.0 - 19 20 - 0.0 0.0 -

- 0.0 0.0 - 21 22 - 0.0 0.0 -

- 0.0 0.0 - 23 24 - 0.0 0.0 -

ADDITIONAL LOAD > 3328.0 3328.0 ADDITIONAL TOTAL VOLT-AMPERES 0.0 0.0 < ADDITIONAL LOAD

PROPOSED ADDITIONAL LINE 1 AMP: 27.7A L1 L2 REMARKS:

PROPOSED ADDITIONAL LINE 2 AMP: 27.7A 3328.0 VA 3328.0 VA

6.656KVA TOTAL CONNECTED LOAD: 40.0A @ 1PH, 208V

(AT 125% CONTINUOUS LOAD)

ELECTRICAL SCHEDULE & CIRCUITS

E3.0

A

E3.0

SINGLE LINE DIAGRAM

NOT TO SCALE

B

E3.0

EXISTING DISTRIBUTION PANEL "THE BREAK ROOM" LOAD SCHEDULE

NOT TO SCALE

ELECTRICAL NOTES:

1. EXISTING PANELBOARD LOAD CALCULATIONS:

- EXISTING MAX DEMAND PER UTILITY RECORDS: 45.0 A @ 208V = 9.36 KVA

- ADJUST EXISTING MAX DEMAND PER NEC SECTION 220.87(2): 11.7 KVA

- ADDITIONAL DEMAND FROM CHARGERS: 6.656 KVA

- 125% CONTINUOUS DEMAND FROM CHARGERS: 8.32 KVA

- NEW TOTAL DEMAND: 20.02 KVA

- RESULTS IN TOTAL CURRENT OF 96.26 AMPS @208 VOLTS

(77% OF MAIN BREAKER OCPD)

2. STANDARD RATED SERVICE PANELS, OVER CURRENT PROTECTION DEVICES AND

WIRE SIZES BASED ON CEC/NEC REQUIREMENTS AT 125% CONTINUOUS LOAD.

100% RATED SERVICE PANELS, OVER CURRENT PROTECTION DEVICES AND WIRE

SIZES BASED ON CEC/NEC REQUIREMENTS AT 100% CONTINUOUS LOAD.

3. TRANSFORMER LOADING BASED ON KVA REQUIREMENTS OF CHARGER AT UNITY

PER PG&E (6.656 KVA/CHARGER).

4. , INDIVIDUAL CHARGE PORT NUMBER. THIS IS NOT BREAKER SPACE OR EVSE

NUMBER.

5. , INDIVIDUAL CHARGE PORT NUMBER TYPICAL FOR PORTS

THROUGH .

6. PER NEC 210.19 (A) INFORMATIONAL NOTE #4, "CONDUCTORS FOR BRANCH

CIRCUITS AS DEFINED IN ARTICLE 100, SIZED TO PREVENT A VOLTAGE DROP

EXCEEDING 3 PERCENT AT THE FARTHEST OUTLET OF POWER, HEATING, AND

LIGHTING LOADS, OR COMBINATION OF SUCH LOADS, AND WHERE THE MAXIMUM

TOTAL VOLTAGE DROP ON BOTH FEEDERS AND BRANCH CIRCUITS TO THE

FARTHEST OUTLET DOES NOT EXCEED 5%."

7. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE) TO BE SINGLE CHARGE PORT. THE

CHARGE PORT TO BE "POWER SELECT" LIMITED TO 32 FLA.

8. MAXIMUM VOLTAGE DROP FOR CONDUCTORS:

FROM EXISTING 125A DISTRIBUTION PANEL "THE BREAK ROOM" : #8 WIRE = 0.5%

9. CONTRACTOR TO MATCH MANUFACTURER SPECIFICATIONS AND KAIC RATING

FOR NEW EV BREAKERS.

10. DO NOT USE GFCI BREAKER FOR PROPOSED EV CHARGER BREAKER.

11. CONTRACTOR TO VERIFY THE EXISTING LOAD DRAWN BY EXISTING PANEL "THE

BREAK ROOM" AND VERIFY THAT THE EXISTING PANEL AND EQUIPMENT FEEDING

THIS PANEL WILL HAVE THE CAPACITY TO SUPPORT THE PROPOSED LOADS.

12. TAGGED (CHARGE PORT-#L1/L2/L3/GND) TYPICAL FOR LEVEL 3 CHARGERS.

13. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED, LISTED, OR CERTIFIED BY A

NATIONALLY RECOGNIZED TESTING LABORATORY ACCREDITED BY THE UNITED

STATES OCCUPATIONAL SAFETY HEALTH ADMINISTRATION.

14. THE METHODS CONTAINED IN CEC/NEC ARTICLE 250 SHALL BE FOLLOWED TO

COMPLY WITH GROUNDING AND BONDING OF ELECTRICAL SYSTEMS AND NON-

CURRENT CARRYING CONDUCTIVE MATERIALS, ENCLOSURES, OR ITEMS FORMING

PART OF ANY SUCH EQUIPMENT THAT ENCLOSES OR CARRIES ELECTRICAL

CONDUCTOR OR EQUIPMENT THAT IS LIKELY TO BECOME ENERGIZED. SEE

CEC/NEC 250.4(A)(1) THROUGH (5) FOR FURTHER DESCRIPTION.

15. WHERE TWO OR MORE GROUND RODS ARE TO BE INSTALLED, THE MINIMUM

SEPARATION SHALL BE 6' PER CEC/NEC 250.53 (A)(2), AND (3) RESISTANCE OF

ELECTRODES.

16. ALL ELECTRICAL EQUIPMENT SHALL BE LISTED FOR TERMINATION OF ELECTRICAL

CONDUCTORS RATED 75°C OR HIGHER

Date Signed:

06/16/2025

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF CORRECTIONS AND REHABILITATION

EXP 03/31/2027EXP 06/30/2026

06-16-2025 10

RF

WH

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

CORRECTIONAL TRAINING FACILITY

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P \2

-0

\S it e \C

D C

R C o rr e c ti o n a l T ra in in g F a c ili ty

C T F C o n s tr u c ti o n D o c u m e n t\ P ro d u c ti o n D ra w in g s \2

C

D C

R C

T F d t0

.d w g E .0

E le c tr ic a l S c h e d u le

C ir c u it s B

C F .c tb P lo t b y w h a rr is

J u n

:1 p m

PRELIMINARY QC_01

PROJECT #: 000000000012665

Date Signed:

06/16/2025

HIGHWAY 101 NORTH, SOLEDAD, CA 93960

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/18/25

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

REFERENCE DRAWINGS

R1.0

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF CORRECTIONS AND REHABILITATION

06-16-2025 10

RF

WH

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

CORRECTIONAL TRAINING FACILITY

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P \2

-0

\S it e \C

D C

R C o rr e c ti o n a l T ra in in g F a c ili ty

C T F C o n s tr u c ti o n D o c u m e n t\ P ro d u c ti o n D ra w in g s \2

C

D C

R C

T F d t0

.d w g R .0

R e fe re n c e D ra w in g s B

C F .c tb P lo t b y w h a rr is

J u n

:1 p m

PRELIMINARY QC_01

PROJECT #: 000000000012665HIGHWAY 101 NORTH, SOLEDAD, CA 93960

V1

A

R1.0

CHARGEPOINT CP6000

SINGLE PORT PEDESTAL INSTALLATION

NOT TO SCALE

2'-4"

1'-10"

SECTION A-A

WEIGHT = 324 LBS

1 2

C H

A R

G E P O

IN

T C

M K A

T T A C H

M E N T H

E

IG

H T I S D

E P E N D

A N T O

N M

O D

E L C

H O

S E N

3 4

C H

A R

G E P O

IN

T C

M K A

T T A C

H M

E N T H

E

IG

H T I S D

E P E N D

A N T O

N M

O D

E L C

H O

S E N

M A X

PLAN VIEW

B

R1.0

CHARGEPOINT CP6000 HARDWARE / MODEL

NOT TO SCALE

D

R1.0

CHARGEPOINT CP6000 SPECIFICATIONS

NOT TO SCALE

C

R1.0

CHARGEPOINT CP6000 DUAL AND SINGLE

PORT PEDESTAL DIMENSIONS

NOT TO SCALE

NOTES:

1. REFER TO INSTALLATION MANUAL FOR ADDITIONAL INFORMATION.

2. CHARGERS TO BE PROVIDED BY THE VENDOR VERDEK.

"POWER SELECT 32 FLA"

EACH BOLT MUST EXTEND BETWEEN 2.4" AND 4"

ABOVE CONCRETE SURFACE

CHARGEPOINT CONCRETE MOUNTING

TEMPLATE KIT (CMT), INSTALL PER

MANUFACTURER'S RECOMMENDATIONS

6" CLR.

(TYP)

#4 @ 12" O.C.

EACH WAY

CHARGEPOINT CONCRETE

MOUNTING TEMPLATE KIT

(CMT), INSTALL PER

MANUFACTURER'S

RECOMMENDATIONS

B

E2.0

EXISTING CONDUIT

TRIM EXISTING PVC CONDUIT 12" ABOVE CONCRETE

SURFACE. PROTECT CONDUCTORS, TO REMAIN.

MAKE READY INSTALLATION

WITH STUB & CAP PER

DETAILS

C L R

C L R

A

E2.0

EMERGENCY SHUT-OFF

EVCS-#

LOCATED IN/AT

(PANEL __)

EMERGENCY SHUT-OFF

LABEL PER DETAIL

' A A

1'-2" 5" 5" 5" 5"

1'-7" 5" 5"

FRONT

BACK

CMK AND PEDESTAL

FOOTPRINT

0.63" DIA. BOLT OR

ANCHOR OPENING

(TYP OF 3)5.87" DIA. BOLT

OR ANCHOR

CIRCLE

3.74" DIA. CONDUIT

STUB-UP OPENING

WITHIN THIS AREA

CHARGEPOINT

UPPER TEMPLATE

PROPOSED 4,000 PSI

CONCRETE PAD

1'-7"

1'-2"

4'

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/18/25

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

TITLE 24 DOCUMENTS

R2.0

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF CORRECTIONS AND REHABILITATION

EXP 06/30/2026

06-16-2025 10

RF

WH

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

CORRECTIONAL TRAINING FACILITY

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P \2

-0

\S it e \C

D C

R C o rr e c ti o n a l T ra in in g F a c ili ty

C T F C o n s tr u c ti o n D o c u m e n t\ P ro d u c ti o n D ra w in g s \2

C

D C

R C

T F d t0

.d w g R .0

T it le

D o c u m e n ts

B

C F .c tb P lo t b y w h a rr is

J u n

:1 p m

PRELIMINARY QC_01

PROJECT #: 000000000012665

Date Signed:

06/16/2025

HIGHWAY 101 NORTH, SOLEDAD, CA 93960

V1

01/31/2025

(559)326-1400

451 Clovis Ave St 200 Clovis Ca 93612

HIGHWAY 101 NORTH, SOLEDAD, CA 93960

E23227 01/31/2025

(559)326-1400

451 Clovis Ave St 200

Clovis Ca 93612

E3.0

E23227

DARIO ROMERO

DARIO ROMERO

Existing Breakroom Distribution Panel

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/18/25

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