Plans.pdf

Date Signed:

Date Signed:

04-25-2025

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF CORRECTIONS AND REHABILITATION

04-25-2025 12

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ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

PLEASANT VALLEY STATE PRISON

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

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PROJECT #: 000000000013835

Date Signed:

04-25-2025

24863 WEST JAYNE AVENUE, COALINGA, CA 93210

V1

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

SHEET INDEX

SHEET NO. TITLE

T1.0 TITLE SHEET

C1.0 OVERALL SITE MAP

C2.0 DEMOLITION PLAN

C3.0 SITE PLAN

C4.0 DETAILS

E1.0 ELECTRICAL CONDUIT PLAN

E2.0 CONDUIT SECTIONS & DETAILS

E2.1 CONDUIT SECTIONS & DETAILS

E3.0 ELECTRICAL SCHEDULE & CIRCUITS

R1.0 REFERENCE DRAWINGS

R1.1 REFERENCE DRAWINGS

R2.0 TITLE 24 DOCUMENTS

TOTAL NUMBER OF SHEETS = 12

PROJECT

LOCATION

W JAYNE AVE

TITLE SHEET

T1.0

PROJECT LOCATION:

PROJECT IS LOCATED AT:

24863 WEST JAYNE AVENUE

COALINGA, CA 93210

APN: 085-020-35ST

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.

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:

STEVEN PIEPENHAGEN

DEPARTMENT OF CORRECTIONS

AND REHABILITATION

24863 WEST JAYNE AVENUE

COALINGA, CA 93210

CELL: (279) 945-8547

OWNER/REPRESENTATIVE

INFORMATION:

DEPARTMENT OF CORRECTIONS AND

REHABILITATION

24863 WEST JAYNE AVENUE

COALINGA, CA 93210

EMAIL: STEVEN.PIEPENHAGEN@DGS.CA.GOV

CONTACT: STEVEN PIEPENHAGEN

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 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

2020 NATIONAL ELECTRICAL CODE

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.

LOCATION MAP

NOT TO SCALE

L O

S T H

IL

L S R

D

PROPOSED EV CHARGER TABULATION

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

SINGLE (LEVEL 3) 1 1

DUAL (LEVEL 3) 1 2

TOTAL TOTAL EVCS(S) = 2 TOTAL PORT(S) = 3

THE EVCS FOR THIS PROJECT ARE NOT AVAILABLE TO THE GENERAL PUBLIC AND ARE 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 FIR THIS PROJECT ARE NOT DESIGNED TO COMPLY WITH 11B-228.3.2 ACCESS

REQUIREMENTS.

W FIRESTONE AVE

S A

L P

IN

E A

V E

FLOOD ZONE NOTES:

1. PROJECT SITE LOCATED WITHIN FLOOD HAZARD ZONE X; AREAS DETERMINED TO BE

OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.

2. FIRM PANEL: 06019C3250H

3. MAP EFFECTIVE DATE; FEBUARY 18, 2009.

4. MAP IS FRESNO COUNTY, CALIFORNIA; PANEL 3250 OF 3525

DESIGN INFORMATION AND PARAMETERS:

1.

BASIC WIND SPEED (100MPH) AND WIND EXPOSURE CATEGORY C.

2. LATITUDE = 35.135131 , LONGITUDE = -120.246235

3. 5, = 0.55, 5D1 = 0.9G, 5S = 1.93G, 5DS = 1.42 G (SITE CLASS D ASSUMED)

UTILITY NOTE:

UTILITY INFORMATION SHOWN HEREON IS BASED ON 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.

07/15/25

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

25-1900

CDCR - Electric Vehicle Supply Equipment - Pleasant Valley State Prison PN:000000000013836 / Date: 12/12/25

PROJECT LOCATION:

SEE DEMOLITION PLAN ON SHEET

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

AND ELECTRICAL CONDUIT PLAN

ON SHEET E1.0

NO PARCEL INFORMATION FOUND

EV

A

EV

A

BOBOBOBO

BO

BO

BOBOBOBOBO

BOBO

BOBO

BO

BOBO

TX

PCS

PCS

CONNECTION POINT FROM

SWITCH GEAR 101039035 TO

PROVIDE POWER TO PROPOSED

EVSE CHARGERS SEE SHEETS

E1.0 AND E3.0

OVERALL SITE MAP

C1.0

0 100 300 600 1200

SCALE IN FEET

SCALE: 1"=600'

Date Signed:

Date Signed:

04-25-2025

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF CORRECTIONS AND REHABILITATION

04-25-2025 12

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ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

PLEASANT VALLEY STATE PRISON

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

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PRELIMINARY QC_01

PROJECT #: 00000000001383524863 WEST JAYNE AVENUE, COALINGA, CA 93210

V1

EXP 03/31/2027

C1.0

W JAYNE AVE

OWNER: SETTON

EQUITIES LLC

APN: 073-060-33S

OWNER: GUTAMI

SOLAR LLC

APN: 073-060-55S

OWNER:

ANDERSON

JAMES S

APN: 073-060-12

OWNER: SUTTER AVENUE

COALINGA CA LP

APN: 085-020-08S

OWNER: STATE OF

CALIFORNIA

APN: 085-020-09ST

OWNER: STATE OF CALIFORNIA

APN: 085-020-12ST

OWNER: STATE OF

CALIFORNIA

APN: 085-020-14ST

OWNER: STATE OF

CALIFORNIA

APN: 085-020-13ST

OWNER: FIRESTONE

AVENUE COALINGA CA LP

APN: 085-020-24S

OWNER: NK DEVELOPMENT

APN: 085-020-21S

OWNER: NBINV AF4 LLC

APN: 085-030-55S

OWNER: NBINV AF4 LLC

APN: 085-030-57S

OWNER: FIRESTONE

AVENUE COALINGA CA LP

APN: 085-320-31S

OWNER:

STATE OF

CALIFORNIA

APN: 085-020-16ST

SYMBOL LEGEND:

EXISTING PROPERTY LINE

AREA OF WORK

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/15/25

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

25-1900

EXISTING

SWITCHBOARD

"N4-T3DP"

EXISTING

SWITCHBOARD

"E1-T1 DP"

EXISTING CUSTOMER OWNED

TRANSFORMER "N1-T1"

EXISTING CUSTOMER OWNED

ELECTRICAL VAULT "N1-MH3"

EXISTING CUSTOMER OWNED

ELECTRICAL VAULT "N1-MH4"

EXISTING CUSTOMER OWNED

TRANSFORMER "E1-T1"

DEMOLITION PLAN

C2.0

SCALE IN FEET

0 5 10 20

SCALE: 1"=10'

Date Signed:

Date Signed:

04-25-2025

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF CORRECTIONS AND REHABILITATION

04-25-2025 12

RF

WH

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

PLEASANT VALLEY STATE PRISON

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P -0

\S it e \c d c r P le a s a n t V a lle y S ta te

P ri s o n \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

P le a s a n t V a lle y S ta te

P ri s o n ts

.d w g C

.0

D e m o lit io n P la n B

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

A p r

:3 p m

PRELIMINARY QC_01

PROJECT #: 00000000001383524863 WEST JAYNE AVENUE, COALINGA, CA 93210

V1

EXP 03/31/2027

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 ASPHALT CONCRETE

PAVEMENT TO REMAIN

PROTECT EXISTING BUILDING TO REMAIN

PROTECT EXISTING UTILITY TO REMAIN

REMOVE AND LAWFULLY DISPOSE OF LANDSCAPE:

340 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 ASPHALT CONCRETE PAVEMENT

EXISTING SYMBOL LEGEND:

ELECTRICAL METER

ELECTRICAL TRANSFORMER

ELECTRICAL VAULT

EXISTING ASPHALT CONCRETE PAVEMENT

EXISTING BUILDING

EXISTING ELECTRICAL LINE

JOINT TRENCH LINE

E

ET

EVA

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/15/25

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

25-1900

BOBOBOBO

BO

BO

BOBOBOBOBO

BOBO

BOBO

BO

BOBO

EVA

EVA

A C

B

E

TX

CLE

AR

S

PA

CE

REQUIR

ED

CLE

AR

S

PAC

E R

EQ

UIR

ED

C

LE

A R S

P A C E R

E Q U

IR

E D

C L E A R S

P A C E R

E Q U

IR

E D

FR

ONT

BA

CK

REM

OVA

BL

E

REM

OVAB

LE

REM

F

IX

E D

FI

X E D

F

IX

E D

F

IX

E D

F

IX

E D

F

IX

E D

FI

XE

FIX

FIX

ED

PCS

PCS

12'

1 2 3

14' -7"

2'

33'

4'-6"

36'

4'- 6"

'-6

4'-6

F

2'

8'

2'- 8"

4'-3"

24'-2"

3'-8"

29'-4"

7'

SITE & GRADING PLAN

C3.0

SCALE IN FEET

0 5 10 20

SCALE: 1"=10'

Date Signed:

Date Signed:

04-25-2025

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF CORRECTIONS AND REHABILITATION

04-25-2025 12

RF

WH

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

PLEASANT VALLEY STATE PRISON

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P -0

\S it e \c d c r P le a s a n t V a lle y S ta te

P ri s o n \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

P le a s a n t V a lle y S ta te

P ri s o n 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

A p r

:3 p m

PRELIMINARY QC_01

PROJECT #: 00000000001383524863 WEST JAYNE AVENUE, COALINGA, CA 93210

V1

EXP 03/31/2027

CONSTRUCTION LEGEND:

2' WIDE ELECTRICAL UTILITY TRENCH. TRENCH,

BACKFILL AND RESURFACING PER DETAIL [D/E2.0]

FURNISH AND INSTALL FIXED BOLLARDS PER

DETAIL [A/C4.0]

SEE ELECTRICAL CONDUIT PLAN FOR ADDITIONAL

ELECTRICAL IMPROVEMENTS

FURNISH AND INSTALL FIXED FLEET CHARGING

SIGN PER DETAIL [B/C4.0]

CONSTRUCT EQUIPMENT PAD PER DETAIL [C/C4.0]

PROPOSED KEMPOWER POWER CABINET (MODEL

C500). SEE DETAIL [A/R1.1]

PROPOSED KEMPOWER [MODEL C500] SINGLE

CHARGE PORT STYLE CHARGERS TO BE INSTALLED

BY OTHERS. SEE DETAIL [A/R1.0] (SHOWN FOR

REFERENCE ONLY)

PROPOSED KEMPOWER [MODEL STUU5ESL] DUAL

CHARGE PORT STYLE CHARGERS TO BE

INSTALLED. SEE DETAIL [X/Y]

LINEWORK SHOWN FOR REFERENCE ONLY AND

NOT TO BE STRIPED DUE TO STALLS BEING PLACED

IN DIRT.

LIMITS OF CONCRETE IMPROVEMENTS

A

B

C

E

F

PCS

PROPOSED EV CHARGER

EVCS-#

WALL/PEDESTAL

MOUNT EVCS

SINGLE/DUAL

EVCS

CHARGE PORT #

POWER SELECT

(FLA)

POWER SHARE

(Y/NA)

CHARGE PORT

TYPE

1 PEDESTAL SINGLE 227 N/A FLEET

2 PEDESTAL DUAL 227 Y FLEET

2 3

NOTES:

- (FLA) STANDS FOR, FULL LOAD AMPS

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

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/15/25

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

25-1900

FINISH GRADE

2-1/2"Ø DIA. GALVANIZED

STEEL PIPE

REFLECTORIZED SIGN WITH

GREEN TEXT AND BORDER

ON WHITE BACKGROUND

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

LOCK WASHER 1-1/2" FROM TOP

AND BOTTOM OF SIGN

CONCRETE

12"

(M

IN

M

IN

A B O

V E

G R

A D E

IF

I N

A C

IR

C U

L A T

IO

N

P A T H

M

IN

8"

1/2" MINIMUM RADIUSED

CORNERS (TYP)

DETAILS

C4.0

Date Signed:

Date Signed:

04-25-2025

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF CORRECTIONS AND REHABILITATION

04-25-2025 12

RF

WH

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

PLEASANT VALLEY STATE PRISON

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P -0

\S it e \c d c r P le a sa n t V a lle y S ta te

P ri s o n \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

P le a s a n t V a lle y S ta te

P ri s o n 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

A p r

:3 p m

PRELIMINARY QC_01

PROJECT #: 00000000001383524863 WEST JAYNE AVENUE, COALINGA, CA 93210

V1

EXP 03/31/2027

A

C4.0

CDCR STANDARD - FIXED BOLLARD

NOT TO SCALE

B

C4.0

CDCR STANDARD -

EVCS FLEET SIGNAGE

NOT TO SCALE

EQUIPMENT CONCRETE PAD MINIMUM CONCRETE

COMPRESSIVE STRENGTH OF 4,000 PSI REQUIRED

3" CLR.

(TYP)

3" CLR.

(TYP)

C

L R

(M

IN

8'

COMPACT 12" OF NATIVE SOIL MATERIAL TO MINIMUM

95% RELATIVE COMPACTION PER ASTM D1557

SECTION A-A

#4 @ 12" O.C.

BOTH WAYS

3" CLR.

(TYP)

8'

PLAN VIEW

A A

8'

EQUIPMENT CONCRETE PAD MINIMUM CONCRETE

COMPRESSIVE STRENGTH OF 4,000 PSI REQUIRED

3" CLR.

(TYP)

C

L R

(T Y P

(T Y P

C

L R

(T

Y P

1'

(TYP)

#4 @ 12" O.C.

BOTH WAYS

C

C4.0

EQUIPMENT PAD

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

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/15/25

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

25-1900

BOBOBOBO

BO

BO

BOBOBOBOBO

BOBO

BOBO

BO

BOBO

EVA

EVA

1 2 3

'-9"

30'-6"

29'-10"

12' -8"

EVA

EVA

TX

CLE

AR

S

PA

CE

REQUIR

ED

CLE

AR

S

PAC

E R

EQ

UIR

ED

C

LE

A R S

P A C E R

E Q U

IR

E D

C L E A R S

P A C E R

E Q U

IR

E D

FR

ONT

BA

CK

REM

OVA

BL

E

REM

REM

LE

F

IX

E

FI

X E D

F

IX

E D

F

IX

E D

F

IX

E D

F

IX

E D

FI

XE

FIX

FIX

ED

PCS

PCS

(K1)

A

(K2)

(K4, C3)

(K3-K4, C2-C3)

B

C

E

(SATELLITE

PEDESTAL #1)

(P1)

(P2)

(C1)

(SATELLITE PEDESTAL #2)

(K4, C3)

F

G

(K3, C2)

H

I

4'

H

(TYP)

(TYP)

(PCS-2)

(PCS-1)

D

J

(TYP)

ELECTRICAL CONDUIT PLAN

E1.0

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF CORRECTIONS AND REHABILITATION

04-25-2025 12

RF

WH

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

PLEASANT VALLEY STATE PRISON

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P -0

\S it e \c d c r P le a sa n t V a lle y S ta te

P ri s o n \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

P le a s a n t V a lle y S ta te

P ri s o n 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

A p r

:3 p m

PRELIMINARY QC_01

PROJECT #: 000000000013835

Date Signed:

04-25-2025

24863 WEST JAYNE AVENUE, COALINGA, CA 93210

V1

EXP 06/30/2026

SCALE IN FEET

0 5 10 20

SCALE: 1"=10'

A

E1.0

CONDUIT SCHEDULE

ELECTRICAL LEGEND:

CONSTRUCT SATELLITE CHARGER CONCRETE PAD AND/OR INSTALL CHARGERS PER DETAILS

[E/E2.0] & [F/E2.0]

FURNISH & INSTALL DISTRIBUTION PANEL "N1T1-EV1DP" PER DETAILS [D/E2.0] AND [B/E3.0]

EXISTING N1-MH3 ELECTRICAL VAULT TO REMAIN, CONTRACTOR TO SPLICE INTO THE

EXISTING FEED AREA LOOP 2 AND PULL NEW WIRE TO THE TRANSFORMER "N1-T8"

SEE DETAIL [D/E2.0] FOR THE FURNISHING AND INSTALLATION OF ABOVE GRADE RMC

CONDUIT. SEE CONDUIT SCHEDULE FOR COUNT AND CONDUIT SIZE

SEE DETAIL [B/E2.0] FOR THE FURNISHING AND INSTALLATION OF BELOW GRADE PVC

CONDUIT (1000V & LESS). SEE CONDUIT SCHEDULE FOR COUNT AND CONDUIT SIZE

FURNISH AND INSTALL CUSTOMER OWNED METER ENCLOSURE PER DETAIL [D/E2.0]

CONSTRUCT POWER UNIT CONCRETE PAD AND/OR INSTALL POWER CABINET PER DETAILS

[A/E2.1] AND [B/E2.1]

FURNISH AND INSTALL EMERGENCY SHUT OFF LABEL FOR THE MAIN EQUIPMENT PER DETAIL

[C/E2.0]

FURNISH AND INSTALL EMERGENCY SHUT OFF LABEL FOR EVCS PER DETAIL [A/E2.0]

FURNISH AND INSTALL TRANSFORMER "N1-T8" PER DETAILS [D/E2.1] AND [C/E3.0]

PROPOSED KEMPOWER POWER CABINET (MODEL C500). SEE DETAIL [A/R1.1]

PROPOSED KEMPOWER [MODEL SU5CSL] SINGLE CHARGE PORT STYLE CHARGERS TO BE

INSTALLED BY OTHERS. SEE DETAIL [A/R1.0] (SHOWN FOR REFERENCE ONLY)

PROPOSED KEMPOWER [MODEL SUU5CSL] SATELLITE DUAL CHARGE PORT STYLE CHARGERS

TO BE INSTALLED. SEE DETAIL [A/R1.0]

PROPOSED DISTRIBUTION PANEL

PROPOSED CUSTOMER OWNED METER

PROPOSED CUSTOMER OWNED PADMOUNT TRANSFORMER

3/4" x 10' COPPER CLAD GROUND ROD, ERICO OR APPROVED EQUAL

ELECTRICAL CONDUIT; SIZE AND COUNT AS NOTED

#2/0 BURIED BARE COPPER GROUND WIRE

A

B

C

D

E

F

G

H

I

J

PCS

TX

FRONT

BACK

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

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

SHALL BE 6' PER CEC 250.53 (A)(2), AND (3) RESISTANCE OF ELECTRODES.

8. MINIMUM CONDUIT BURIAL DEPTH SHALL BE 24".

9. PER CEC 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."

10. CONDUIT BODIES, PULL BOXES AND JUNCTION BOXES SHALL BE USED AS NEEDED TO

MAINTAIN LESS THAN 360° OF CONDUIT BENDS BETWEEN PULL POINTS.

11. ALL ABOVE GRADE CONDUIT CONSTRUCTION SHALL FOLLOW CEC 342,

344, 350, OR 358 FOR IMC, RMC, LFMC OR EMT CONSTRUCTION.

12. DC CONDUCTORS FROM PCS UNIT TO SATELLITE TO BE RATED FOR 1000V MINIMUM, 90° C, AND XHHW-2. ALL AC CONDUCTORS (ON THE 480V SIDE OF THE TRANSFORMER) TO BE 600V

MINIMUM, 90° C, THWN-2 OR EQUIVALENT.

13. ALL CIRCUIT BREAKERS THAT ARE OR CAN BE RATED 1200 AMPS OR HIGHER TO ABIDE BY

ARC ENERGY REDUCTION PER CEC/NEC 240.87.

14. GROUND FAULT PROTECTION AND PERFORMANCE TESTING OF EQUIPMENT SHALL BE

PROVIDED FOR ALL APPLICABLE SERVICES PER CEC/NEC 230.95.

15. CONTRACTOR TO INSTALL A JUNCTION BOX AND CONDUIT FROM DISTRIBTUION PANEL

"N1T1-EV1DP" IN ORDER TO ALLOW A CUSTOMER OWNED METER, CT WIRING AND AUX

POWER TO SPARE BREAKER.

16. TYPE 65 KAIC BREAKERS FOR DISTRIBUTION PANEL "N1T1-EV1DP".

17. ALL MEDIUM VOLTAGE CONDUCTORS TO BE RATED FOR 12KV (MINIMUM) 133% MV-105. ALL

ELECTRICAL EQUIPMENT OPERATING AT OVER 1000 VOLTS SHALL BE LISTED FOR

TERMINATION OF ELECTRICAL CONDUCTORS RATED FOR 90° C OR HIGHER.

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

RECOGNIZED TESTING LABORATORY ACCREDITED BY THE UNITED STATES OCCUPATIONAL

SAFETY HEALTH ADMINISTRATION.

19. 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.

20. 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.

21. ALL ELECTRICAL EQUIPMENT OPERATING AT 480V SHALL BE LISTED FOR TERMINATION OF

ELECTRICAL CONDUCTORS RATED 75°C OR HIGHER.

22. CONTRACTOR TO ENSURE 12kV TRANSFORMER HAS CLEARANCE THAT ABIDES BY CEC/NEC 110.

23. CONTRACTOR TO VERIFY THE EXISTING LOAD DRAWN BY THE EXISTING PG&E SWITCHGEAR

AND VERIFY THAT THE EXISTING SWITCHBOARD WILL HAVE THE CAPACITY TO SUPPORT THE

PROPOSED LOADS.

24. NEUTRAL AND GROUND NOT TO BE JUMPERED IN DISTRIBUTION PANEL "N1T1-EV1DP".

CONDUIT SCHEDULE

CONDUIT

NUMBER

FROM TO

CONDUCTORS ALL 90°C

THWN-2 OR SIMILAR

UNLESS NOTED

OTHERWISE

CONDUIT SIZE

AND TYPE

COMMENTS

P1

EXISTING ELECTRICAL VAULT

"N1-MH3"

NEW TRANSFORMER "N1-T8"

(3) 1/0 Cu AND

(1) #2 Cu GND

(SEE ELECTRICAL NOTE 17)

(2) 6" PVC

(2) 12 kV CONDUIT RUN FROM

VAULT TO TRANSFORMER

P2 NEW TRANSFORMER "N1-T8"

PROPOSED DISTRIBUTION

PANEL "N1T1-EV1DP"

(4) 350 MCM Cu AND

(1) 2/0 Cu GND

(2) 4" PVC

(2) 480V PARALLEL CONDUIT

RUNS FROM TRANSFORMER

TO PANEL

K1

PROPOSED DISTRIBUTION

PANEL "N1T1-EV1DP"

POWER CABINET

(PCS-1)

(3) 350 MCM CU AND

(1) #4 Cu GND

3" RMC/PVC

DISTRIBUTION PANEL TO

POWER UNIT

K2

PROPOSED DISTRIBUTION

PANEL "N1T1-EV1DP"

POWER CABINET

(PCS-2)

(3) 350 MCM CU AND

(1) #4 Cu GND

3" RMC/PVC

DISTRIBUTION PANEL TO

POWER UNIT

K3

POWER CABINET

(PCS-1)

'EVCS'

SATELLITE PEDESTAL #1

(SATELLITE PORT 1)

(2) 250 MCM CU AND,

(1) #3/0 CU GND

(SEE ELECTRICAL NOTE 12)

3" PVC

DC POWER CONDUCTORS FOR

SATELLITE PEDESTAL

K4

POWER CABINET

(PCS-2)

'EVCS'

SATELLITE PEDESTAL #2

(SATELLITE PORTS 2 AND 3)

(2) 250 MCM CU AND,

(1) #3/0 CU GND

(SEE ELECTRICAL NOTE 12)

3" PVC

DC POWER CONDUCTORS FOR

SATELLITE PEDESTAL

C1

PROPOSED DISTRIBUTION

PANEL "N1T1-EV1DP"

PROPOSED CUSTOMER OWNED

METER ENCLOSURE

EMPTY CONDUIT

(PROVIDE PULL TAPE)

1" RMC

EMPTY CONDUIT FROM PANEL

TO METER ENCLOSURE FOR

CONTROLS

C2

POWER CABINET

(PCS-1)

'EVCS'

SATELLITE PEDESTAL #1

(SATELLITE PORT 1)

(1) SUPERCAT 6/7 SHIELDED

ETHERNET,

(5) #14 CU

3/4" PVC

COMMUNICATION AND

CONTROLS FROM POWER UNIT

TO SATELLITE PEDESTAL

C3

POWER CABINET

(PCS-2)

'EVCS'

SATELLITE PEDESTAL #2

(SATELLITE PORTS 2 AND 3)

(1) SUPERCAT 6/7 SHIELDED

ETHERNET,

(6) #14 CU

3/4" PVC

COMMUNICATION AND

CONTROLS FROM POWER UNIT

TO SATELLITE PEDESTAL

PROPOSED EV CHARGER

EVCS-

WALL/PEDESTAL

MOUNT EVCS

SINGLE/

DUAL EVCS

CHARGE

PORT #

POWER

SELECT

(FLA)

POWER

SHARE

(Y/NA)

CHARGE PORT

TYPE

1 PEDESTAL SINGLE 227 N/A FLEET

2 PEDESTAL DUAL 227 Y FLEET

2 3

NOTES:

- (FLA) STANDS FOR, FULL LOAD AMPS

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

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/15/25

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

25-1900

M

3'-6" 6"

3'-6"2'-7" 6"

(M

IN

8'

(P3)

1'-6"

(TYP)

PLAN VIEW

SECTION A-A

A

B

A

B

(K1-K2)

2'-1" 1' 11"

1'-5"

8'

M

8 9

15 14 13

17 18

BILL OF MATERIALS (DETAIL [D/E2.0])

REFERENCE

NUMBER

ITEM

DISTRIBUTION PANEL, NEMA TYPE 3R, 480Y/277V, 3Ø,

4W, 600 AMP, 65 KAIC FULLY RATED

MAIN BREAKER, 480 VOLT, 600 AMP TRIP 65 KAIC AT

480V, 3 POLE

BRANCH BREAKER, 480 VOLT, 300 AMP TRIP, 65 KAIC

AT 480V, 3 POLE

4 1" RMC CONDUIT

BRANCH BREAKER, 480 VOLT, 15 AMP TRIP, 65 KAIC

AT 480V, 3 POLE

6 4" PVC BELL

7 3" PVC BELL END

8 2/0 CU CONDUCTOR GRN INSULATION THWN-2

9 4" SCH. 40 PVC, 24" RADIUS MINIMUM

10 3" SCH. 40 PVC, 18" RADIUS MINIMUM

11 3" SCH. 40 PVC

12 4" SCH. 40 PVC

13 ANCHOR BOLT 5/8" WITH 4" EMBEDMENT

14 GALVANIZED NUT, 5/8"

15 GALVANIZED LOCK WASHER, 5/8"

16 CUSTOMER SUPPLIED PADLOCK

17 350 MCM CU CONDUCTOR THWN-2

18 #4 CU CONDUCTOR GRN INSULATION THWN-2

CONCRETE MOUNDING TOP SURFACE (CROWN) TO

SHED WATER

4" GALVANIZED SCH. 40 STEEL POST TO BE FILLED

SOLIDLY WITH CONCRETE AND TO FIELD PRIME

BOLLARDS WITH 2 COATS OF ZINC-RICH PRIMER.

PAINT BOLLARDS WITH 2 COATS OF INDUSTRIAL

YELLOW ENAMEL

21 UNISTRUT STRUT

22 SPRING NUT, 3/8"-16

23 SQUARE WASHER FOR 5/8" BOLT

24 5/8" LOCKING HEX NUT

25 5/8" ALL THREAD

26 4" PIPE CLAMP

27 CUSTOMER OWNED METER WITHIN ENCLOSURE

1 2

9"9" 6"

2' CONDUIT WINDOW

5.5" DIAMETER

(SEE NOTE 6)

PLAN VIEW

1'-5" 1'-5"

(M

IN

"6

(M

IN

4'-10"

2'-2"6" 2'-2"

SECTION A-A

S E E N

O T E

NOTES:

1. MATERIAL FOR SERVICE

CONDUIT SHALL BE LISTED AS

ELECTRICAL CONDUIT.

ACCEPTABLE MATERIAL SHALL

BE PVC RIGID CONDUIT AND

WHEN SPECIFIED, IMC OR

RIGID METALLIC CONDUIT

TAPED OR COATED FOR

DIRECT BURIAL.

2. CONDUIT SWEEP SHALL BE

PVC AND HAVE A MINIMUM

RADIUS AS REQUIRED BY

CEC/NEC CHAPTER 9.

3. MINIMUM CONDUIT COVER

REQUIREMENTS SHALL

FOLLOW CEC/NEC 300.5

UNLESS OTHERWISE

SPECIFIED.

4. EXACT CONDUIT SIZE,

DIRECTION, AND QUANTITY

MAY VARY, REFER TO

ELECTRICAL CONDUIT PLAN

AND CONDUIT SCHEDULE.

5. CHARGER SATELLITE

PROVIDED BY SCE TO BE

INSTALLED BY THE

CONTRACTOR.

6. CONTRACTOR TO ENSURE

THE REQUIRED CONDUITS FIT

WITHIN THE CONDUIT WINDOW

DIMENSIONS PROVIDED.

FINISHED GRADE

EATON RIGID METALLIC

THREADED CONDUIT

COUPLER RC75SA

EATON RIGID METALLIC

THREADED CONDUIT

COUPLER RC300SA

3/4" CHAMFER (TYP)

CONCRETE PAD

EATON CONDUIT PLUG

PLG2M AND PLG8M

SCH. 40 PVC CONDUIT SWEEP,

SEE NOTE 2 & 4 (TYP)

SCH. 40 PVC CONDUIT

(AS NEEDED) (TYP)

SCH. 40 PVC THREADED

MALE ADAPTER (TYP)

SCH. 40 PVC COUPLER (TYP)

SCH. 40 PVC COUPLER

SCH. 40 PVC CONDUIT

(AS NEEDED)

2"

2'

A

(4) HILTI KWIK

BOLT TZ2STUD

ANCHOR WITH 3

3/4 INCHES

EMBEDMENT PER

MANUFACTURER'S

SPECIFICATIONS

A

CONDUIT SECTIONS & DETAILS

E2.0

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF CORRECTIONS AND REHABILITATION

04-25-2025 12

RF

WH

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

PLEASANT VALLEY STATE PRISON

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P -0

\S it e \c d c r P le a sa n t V a lle y S ta te

P ri s o n \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

P le a s a n t V a lle y S ta te

P ri s o n 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

A p r

:3 p m

PRELIMINARY QC_01

PROJECT #: 000000000013835

Date Signed:

04-25-2025

24863 WEST JAYNE AVENUE, COALINGA, CA 93210

V1

EXP 06/30/2026

EMERGENCY SHUT-OFF

EVCS-#

LOCATED IN/AT

(PANEL __)

5"

/2

1/4"

(T Y P

1/4"

(T Y P

/8

/4

/4

/4

/4

/4

/4

/4

/8

/4

/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 EV)

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

B

E2.0

TYPICAL ELECTRICAL UTILITY TRENCH

(0 - 1000V AND COMMUNICATIONS)

NOT TO SCALE

F

E2.0

KEMPOWER (SATELLITE) STUB, CAP AND CONCRETE PAD

NOT TO SCALE

E

E2.0

KEMPOWER SATELLITE PEDESTAL INSTALLATION

NOT TO SCALE

D

E2.0

DISTRIBUTION PANEL "N1T1-EV1DP" AND PROPOSED CUSTOMER OWNED METER ENCLOSURE

NOT TO SCALE

C

E2.0

EMERGENCY SHUT-OFF LABEL - ELECTRICAL EQUIPMENT

NOT TO SCALE

EMERGENCY SHUT-OFF

PANEL - #

FOR EVCS CHARGERS

# THROUGH #

5"

/2

1/4"

(T Y P

1/4"

(T Y P

/8

/4

/4

/4

/4

/4

/4

/4

/8

/4

/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 PANEL-# THAT IS

CORRELATED WITH THE EVCS

CHARGERS. SEE BELOW FOR EXAMPLE:

EMERGENCY SHUT-OFF

PANEL-#

FOR EVCS CHARGERS

# THROUGH #

3. FOR PANEL ____, EVCS - # AND

LABELING, SEE ELECTRICAL SCHEDULE

& CIRCUITS ON SHEET ___.

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.

(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".

RESURFACING

IN CONCRETE AREA

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

LANDSCAPE

RESURFACING

IN LANDSCAPE AREA

TRENCH TRENCH TRENCH

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. ALL ABOVE GRADE CONDUIT CONSTRUCTION SHALL FOLLOW CEC/NEC 342, 344, 350, OR 358 FOR IMC, RMC, LFMC OR EMT CONSTRUCTION.

7. CONTRACTOR TO ENSURE 12kV TRANSFORMER HAS CLEARANCE THAT ABIDES BY CEC-NEC 110.

8. ALL CIRCUIT BREAKERS THAT ARE OR CAN BE RATED 1200 AMPS OR HIGHER TO ABIDE BY ARC ENERGY

REDUCTION PER CEC/NEC 240.87.

9. GROUND FAULT PROTECTION AND PERFORMANCE TESTING OF EQUIPMENT SHALL BE PROVIDED FOR ALL

APPLICABLE SERVICES PER CEC/NEC 230.95.

10. DC CONDUCTOR FROM PCS UNIT TO SATELLITE TO BE RATED FOR 1000V MINIMUM, 90° C, AND XHHW-2. ALL AC CONDUCTORS (ON THE 480V SIDE OF THE TRANSFORMER) TO BE 600V MINIMUM, 90°, THWN-2 OR

EQUIVALENT.

11. ALL MEDIUM VOLTAGE CONDUCTORS TO BE RATED FOR 12kV (MINIMUM) 133% MV-105. ALL ELECTRICAL EQUIPMENT OPERATING AT OVER 1000 VOLTS SHALL BE LISTED FOR TERMINATION OF ELECTRICAL

CONDUCTORS RATED FOR 90° C OR HIGHER.

KEMPOWER SATELLITE

OR APPROVED EQUAL

FINISH GRADE

(SEE NOTES 1 & 2)

CONDUIT FLUSH WITH CONCRETE

SURFACE. PROTECT CONDUCTORS

TO REMAIN.

NOTES:

1. EXACT CONDUIT SIZE, DIRECTION AND

QUANTITY MAY VARY, REFER TO ELECTRICAL

CONDUIT PLAN AND CONDUIT SCHEDULE.

2. CONTRACTOR TO REFER TO INSTALLATION

MANUAL FOR CONDUIT ENTRY, SEPARATION

AND PLACEMENT.

3. REQUIRED SATELLITE TO INSTALL MAY BE

SINGLE OR DUAL. CONTRACTOR TO REFER TO

ELECTRICAL CONDUIT PLAN AND SINGLE LINE

DIAGRAM.

C L E A R

S P A C

E

C L E A R

S P A C

E

(SEE NOTE 3)

3/4" CHAMFER

PROPOSED STUB, CAP

AND CONCRETE PAD

PER DETAIL [F/E2.0]

1'

(4) HILTI KWIK BOLT

TZ2STUD ANCHOR WITH 3

3/4 INCHES EMBEDMENT

PER MANUFACTURER'S

SPECIFICATIONS

2"

2'

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/15/25

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

25-1900

5'-8"

3" CLR.

(TYP)

C L R

(T

Y P

TRANSFORMER CONCRETE

PAD MINIMUM

COMPREHENSIVE STRENGTH

OF 4,000 PSI REQUIRED

500 KVA, 12KVA-480/277V, Δ ,

65°C, INTERNAL FUSED

PRIMARY LOOP SWITCHES,

LOAD BREAK TERMINATIONS

90"x106"

TRANSFORMER PAD

(1) 5/8"x8' GND

ROD,

COPPERCLAD

(1) CLAMP

APPROX. OUTLINE OF 500kVA

TRANSFORMER. CONTRACTOR

TO CONFIRM FINALIZED LAYOUT

#2/0 BARE COPPER GND

COMPACT 12" OF NATIVE

SOIL MATERIAL TO MINIMUM

95% RELATIVE COMPACTION

PER ASTM D1557

#4 @ 12" O.C. BOTH WAYS

PLAN VIEW SECTION A-A

CONDUIT SECTIONS & DETAILS

E2.1

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF CORRECTIONS AND REHABILITATION

04-25-2025 12

RF

WH

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

PLEASANT VALLEY STATE PRISON

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P -0

\S it e \c d c r P le a sa n t V a lle y S ta te

P ri s o n \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

P le a s a n t V a lle y S ta te

P ri s o n d t0

.d w g E .1

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

A p r

:3 p m

PRELIMINARY QC_01

PROJECT #: 000000000013835

Date Signed:

04-25-2025

24863 WEST JAYNE AVENUE, COALINGA, CA 93210

V1

EXP 06/30/2026

(M

IN

1 2

1 2

FINISH GRADE

SCH. 40 PVC COUPLER

SCH. 40 PVC CONDUIT

(AS NEEDED)

SCH. 40 PVC CONDUIT SWEEP,

SEE NOTE 2 & 4 (TYP)

SECTION A-A

NOTES:

1. MATERIAL FOR SERVICE CONDUIT SHALL BE LISTED AS

ELECTRICAL CONDUIT. ACCEPTABLE MATERIAL SHALL BE

PVC RIGID CONDUIT AND WHEN SPECIFIED, IMC OR RIGID

METALLIC CONDUIT TAPED OR COATED FOR DIRECT

BURIAL.

2. CONDUIT SWEEP SHALL BE PVC AND HAVE A MINIMUM

RADIUS AS REQUIRED BY CEC/NEC CHAPTER 9.

3. MINIMUM CONDUIT COVER REQUIREMENTS SHALL

FOLLOW CEC/NEC 300.5 UNLESS OTHERWISE SPECIFIED.

4. EXACT CONDUIT SIZE, DIRECTION, AND QUANTITY MAY

VARY, REFER TO ELECTRICAL CONDUIT PLAN AND

CONDUIT SCHEDULE.

5. CHARGER POWER CABINET PROVIDED BY SCE TO BE

INSTALLED BY THE CONTRACTOR.

6. CONTRACTOR TO ENSURE THE REQUIRED CONDUITS FIT

WITHIN THE CONDUIT WINDOW DIMENSIONS PROVIDED.

SCH. 40 PVC CONDUIT

(AS NEEDED) (TYP)

#4 @ 12" O.C. EACH WAY

SCH. 40 PVC THREADED

MALE ADAPTER (TYP)

SCH. 40 PVC COUPLER (TYP)

3'-2"

RIGID METALLIC

CONDUIT THREADED

PLUG (TYP)

CONCRETE

PAD

RIGID METALLIC THREADED

CONDUIT COUPLER (TYP)

3/4" CHAMFER (TYP)

3"

(TYP)

S E E N

O T E

PLAN VIEW

RECOMMENDED CLEAR SPACE

6" 2'-2" 6"

3'-2"

R E C

O M

M E N

D E D

A A

M

IN

MINIMUM CLEAR SPACE

CONDUIT ENTRY AND

RECOMMENDED CONDUIT

PLACEMENT (TYP)

POWER UNIT TO BE INSTALLED

(IF REQUIRED) OVER FLUSH

CONDUIT, SEE NOTE 6

10"

10"

1'-4"

(4) HILTI KWIK BOLT TZ2STUD ANCHOR

WITH 3 3/4 INCHES EMBEDMENT PER

MANUFACTURER'S SPECIFICATIONS

MINIMUM CLEAR SPACE

1'-6"

(M

IN

(M

IN

#4 AT 12" O.C.

EACH WAY

1 2

1 2

3/4" CHAMFER

FINISH GRADE

(SEE NOTES 1 & 2)

KEMPOWER POWER UNIT

OR APPROVED EQUAL

SECTION A-A

PROPOSED STUB, CAP AND

CONCRETE PAD PER DETAIL [A/E2.1].

NOTES:

1. EXACT CONDUIT SIZE, DIRECTION AND

QUANTITY MAY VARY, REFER TO ELECTRICAL

CONDUIT PLAN AND CONDUIT SCHEDULE.

2. CONTRACTOR TO REFER TO INSTALLATION

MANUAL FOR CONDUIT ENTRY, SEPARATION

AND PLACEMENT.

3. A MINIMUM OF 1 INCH OF CLEARANCE IS

NEEDED BETWEEN PCS UNITS WHEN PLACING

THEM SIDE BY SIDE .

MINIMUM CLEAR SPACE

CONDUIT FLUSH WITH CONCRETE SURFACE.

PROTECT CONDUCTORS TO REMAIN.

(SEE

NOTE 3)

B

E2.1

KEMPOWER POWER UNIT (C501) PEDESTAL INSTALLATION

NOT TO SCALE

A

E2.1

KEMPOWER POWER UNIT (C501) STUB, CAP AND CONCRETE PAD

NOT TO SCALE

C

E2.1

TYPICAL ELECTRICAL HIGH VOLTAGE UTILITY TRENCH

NOT TO SCALE

D

E2.1

500 KVA TRANSFORMER

NOT TO SCALE

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/15/25

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

25-1900

YΔ

12kV 300kVA, 480Y/277V, 3Ø, 4W

EXISTING

CUSTOMER OWNED

TRANSFORMER

"N1-T1"

DISTRIBUTION PANEL "N1T1-EV1DP",

600 AMP BUS, 600 AMP MAIN

480Y/277V, 3Ø, 4W, 65 kAIC MINIMUM

(NEMA 3R)

600A 3P

MAIN

POWER

CABINET

(PCS-1)

(227 FLA)

TO SINGLE PORT

SATELLITE - 1

'EVCS'

1 2

3P 300A

POWER

CABINET

(PCS-2)

(227 FLA)

TO SINGLE PORT

SATELLITES 2-3

'EVCS'

3P 300A

3" U.G. PVC WITH

(3) 350 MCM Cu AND

(1) #4 Cu GND

(TYP FOR PCS-1

THROUGH PCS-2)

TO EXISTING

SWITCHBOARD

"N4-T3DP"

DC: 3" U.G. PVC WITH

(2) 250 MCM CU AND

(1) 3/0 CU GND

(SEE ELECTRICAL NOTE 10)

CONTROLS AND COMMS:

3/4" U.G. PVC WITH

(1) SUPERCAT 6/7 SHIELDED ETHERNET,

(5) #14 CU AND

(NEMA 3R)

CUSTOMER

OWNED METER

WITHIN

ENCLOSURE

(SEE ELECTRICAL

NOTE 13)

1" A.G. RMC WITH

(SEE ELECTRICAL

NOTE 13)

3P 15A

(2) 4" U.G. PVC WITH

(4) 350 MCM Cu AND

(1) 2/0 Cu GND

(IN EACH CONDUIT)

YΔ

12kV 500kVA, 480Y/277V, 3Ø, 4W

PROPOSED CUSTOMER OWNED

FUSED TRANSFORMER "N1-T8"

WITH 75A PRIMARY FUSE

EXISTING CUSTOMER

OWNED ELECTRICAL

VAULT "N1-MH3"

(SEE ELECTRICAL

NOTE 20)

(2) 6" U.G. PVC WITH

(3) 1/0 Cu AND

(1) #2 Cu GND

(IN EACH CONDUIT)

(SEE ELECTRICAL NOTE 15)

FEED FROM AREA

LOOP 2, NORMAL

POWER FEEDER (3)1/0

CU, 15 KV EPR WITH

(1) #2…