Drawings_13444.pdf

Date Signed:

07-30-2024 SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF TRANSPORTATION

7-30-2024 12

RF

RC

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

DOT 6 - DISTRICT 6 COALINGA

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

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PROJECT #: 000000000013444

PLAN CHECK NUMBER: 24-2556

Date Signed:

07-30-2024

1ST COMMENTS

30933 W GALE AVE, COALINGA, CA 93210

V3

TITLE SHEET

T1.0

SHEET INDEX

SHEET NO. TITLE

T1.0 TITLE SHEET

C1.0 OVERALL SITE PLAN

C2.0 DEMOLITION PLAN

C3.0 SITE PLAN

C4.0 DETAILS

E1.0 ELECTRICAL CONDUIT PLAN

E2.0 CONDUIT SECTIONS & DETAILS

E3.0 ELECTRICAL SCHEDULE & CIRCUITS

R1.0 REFERENCE DRAWINGS

R1.1 REFERENCE DRAWINGS

R1.2 REFERENCE DRAWINGS

R2.0 TITLE 24 DOCUMENTS

TOTAL NUMBER OF SHEETS = 12

LOCATION MAP

NOT TO SCALE

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.

DESIGN INFORMATION & PARAMETERS:

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

2. LATITUDE = 36.179766, LONGITUDE = -120.353143

3. S1 = 0.58G, SD1 = 0.94G, SS = 2.03G, SDS = 1.49G (SITE CLASS D ASSUMED)

NOTES:

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)

· 2020 NATIONAL ELECTRICAL CODE (NEC)

· 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.

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.

3. FIRE SAFETY DURING DEMOLITION SHALL COMPLY WITH THE APPLICABLE

REQUIREMENTS OF CHAPTER 33 OF THE CBC AND THE APPLICABLE PROVISIONS OF

CHAPTER 33 OF THE CFC. THESE REQUIREMENTS SEEK TO MAINTAIN REQUIRED LEVELS

OF FIRE PROTECTION, LIMIT FIRE SPREAD, ESTABLISH THE APPROPRIATE OPERATION

OF EQUIPMENT, AND PROMOTE PROMPT RESPONSE DURING FIRE EMERGENCIES.

4. MUST ADHERE TO CFC CHAPTER 3 FIELD DEPUTY TO VERIFY.

FLOOD ZONE NOTES:

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

CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE

AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1%

ANNUAL CHANCE FLOOD.

2. FIRM PANEL: 06019C3211H

3. MAP EFFECTIVE DATE; FEBRUARY 18, 2009

4. MAP IS FRESNO COUNTY, CALIFORNIA; PANEL 3211 OF 3525

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. CONTRACTOR TO MAINTAIN THE REQUIRED MEANS OF EGRESS AND ACCESSIBLE MEANS OF

EGRESS SHALL BE MAINTAINED DURING CONSTRUCTION AND DEMOLITION, REMODELING OR

ALTERATIONS AND ADDITIONS TO ANY BUILDING.

PROJECT LOCATION:

PROJECT IS LOCATED AT:

30933 W GALE AVE

COALINGA, CA 93210

APN: 070-041-34ST

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. ALL EVCS INSTALLED ARE NOT AVAILABLE TO THE GENERAL PUBLIC AND ARE INTENDED FOR

USE BY A DESIGNATED VEHICLE OR DRIVER. LIST OF CONSULTANTS:

STRUCTURAL: ELECTRICAL:

BRIAN BROOKS

BLAIR CHURCH & FLYNN

451 CLOVIS AVE. STE 200

CLOVIS, CA 93612

(559) 326-1400

BRIAN DUFFY

BLAIR CHURCH & FLYNN

451 CLOVIS AVE. STE 200

CLOVIS, CA 93612

(559) 326-1400

SINA ROUDBARI

PROJECT DIRECTOR I

OFFICE OF SUSTAINABILITY - CLEAN TRANSPORTATION UNIT

DEPARTMENT OF GENERAL SERVICES (DGS)

WORK: (279) 799-4343

CELL: (279) 599-2212

EMAIL: SINA.ROUDBARI@DGS.CA.GOV

OWNER/REPRESENTATIVE

INFORMATION:

DOT - DISTRICT 6 COALINGA

30933 W GALE AVE

COALINGA, CA 93210

EMAIL: GINA.ROUDBARI@DGS.CA.GOV

CONTACT: GINA ROUDBARI

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.

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

NATIONAL ELECTRICAL CODE (NEC) 2020

TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS

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 AND THE ARC-FLASH HAZARD WARNING

LABEL/MARKING TEMPLATE/S SHALL BE SIGNED AND SEALED BY POWER SYSTEMS ANALYSIS

SPECIALIST.

PROPOSED EV CHARGER TABULATION

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

SINGLE (LEVEL 2) 1 1

DUAL (LEVEL 2) 1 2

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

CBC 11B-228.3.2 EXCEPTION #1: EVCS NOT AVAILABLE TO THE GENERAL PUBLIC AND INTENDED

FOR USE BY A DESIGNATED VEHICLE OR DRIVER SHALL NOT BE REQUIRED TO COMPLY WITH

SECTION 11B-228.3.2

PROJECT

LOCATION

W GALE AVE

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ST

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/10/24

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

24-2556

DOT D6 - Electric Vehicle Supply Equipment - Coalinga

PROJECT NUMBER: 000000000013444; 03/13/26

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OWNER: NBINV AF4 LLC

APN: 070-041-35S

W GALE AVE

OWNER: DUST BOWL FARMS LLC

APN: 070-041-53S

OWNER: DUST BOWL FARMS LLC

APN: 070-041-25S

OWNER: TERRY JOHNSON

APN: 070-041-37

OWNER: TERRY JOHNSON

APN: 070-041-27

OWNER: TERRY JOHNSON

APN: 070-041-28S

OWNER: EQUILON

ENTERPRISES LLC

APN: 070-041-19S

OWNER: EQUILON

ENTERPRISES LLC

APN: 070-041-20S

OWNER: TERRY J JOHNSON

/ JOHNSON DEANNA I

TRUSTEE

APN: 070-041-18S

OWNER: CHEVRON U S A INC

APN: 070-041-09

OWNER: LATCHKEY

PIONEERS LLC

APN: 070-041-51S

OWNER: LATCHKEY

PIONEERS LLC

APN: 070-041-52S

OWNER: 9820 CODY

STREET LLC

APN: 070-120-10S

OWNER: FERDOSE RANCH LLC

APN: 070-120-11S

OWNER: SYLVESTA M HALL

APN: 070-120-05S

OWNER: STATE OF

CALIFORNIA

APN: 070-041-34ST

OWNER: COALINGA CITY OF

APN: 070-120-08ST

OWNER: WEST HILLS JOINT

COMMUNITY COLLEGE

APN: 070-041-15ST

OWNER: WEST HILLS JOINT

COMMUNITY COLLEGE

APN: 070-041-16ST

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OWNER: UNKNOWN

APN: UNKNOWN

OVERALL SITE PLAN

C1.0

0 100 200 300 600

SCALE IN FEET

SCALE: 1" = 300'

Date Signed:

07-30-2024 SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF TRANSPORTATION

7-30-2024 12

RF

RC

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

DOT 6 - DISTRICT 6 COALINGA

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

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PROJECT #: 000000000013444

PLAN CHECK NUMBER: 24-2556

1 1ST COMMENTS

30933 W GALE AVE, COALINGA, CA 93210

V3

PROJECT LOCATION SEE

DEMOLITION PLAN ON SHEET

C2.0, SITE PLAN ON SHEET

C3.0, AND ELECTRICAL

CONDUIT PLAN ON SHEET E1.0

SYMBOL LEGEND:

EXISTING PROPERTY LINE

AREA OF WORK

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/10/24

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

24-2556

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W GALE AVE

EXISTING SERVICE CT

METER 1009502735 AND

SWITCHBOARD 400A,

208Y/120V, 3Ø, 4W

EXISTING OVERHEAD

TRANSFORMER

120162636, 208Y/120V

EPB

EPB

EPB

G

G

G

G

G

W

W

W

W

W

W

W

W

W

W

W

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

SD SD SD

BOBO

BOBO

JB

Date Signed:

07-30-2024 SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF TRANSPORTATION

7-30-2024 12

RF

RC

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

DOT 6 - DISTRICT 6 COALINGA

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g:

P

:\2

\2

-0

2\ Si te \D

O T

- D is tri ct

C al tra ns _C oa lin ga \C on st ru ct io n

D oc um en t\P ro du ct io nD ra w in gs

\2

2_

D O

TD

6C

C _t s0 1.

dw g;

C 2.

To po gr ap hi c Su rv ey

BC

F.

ct b Pl ot b y:

d he rn an de z F eb

2,

- 7 :1

2a m

PROJECT #: 000000000013444

PLAN CHECK NUMBER: 24-2556

1 1ST COMMENTS

30933 W GALE AVE, COALINGA, CA 93210

V3

DEMOLITION PLAN

C2.0

SCALE IN FEET

0 5 10 20

SCALE: 1" = 10'

EXISTING SYMBOL LEGEND:

BOLLARD

DOOR/GATE

ELECTRICAL PULL BOX

ELECTRICAL METER

ELECTRICAL RISER

ELECTRICAL TRANSFORMER

FIRE HYDRANT

FIRE INDICATOR POST

GAS MANHOLE

GAS VALVE

GUY POLE

GUY WIRE ANCHOR

HOSE BIB

IRRIGATION VALVE

LIGHT POST

POWER POLE

ROOF DRAIN

ROLL GATE

SEWER CLEANOUT

SIGN

TREE; SPREAD SHOWN

GRAPHICALLY

WATER VALVE

EXISTING ASPHALT CONCRETE

PAVEMENT

EXISTING BUILDING

EXISTING CONCRETE

CHAIN LINK FENCE

BUILDING OVERHANG

EDGE OF ASPHALT CONCRETE

PAVEMENT

GRADE BREAK

STRIPING

ELECTRICAL LINE

GAS LINE

OVERHEAD ELECTRICAL LINE

WATER LINE

BO

EPB

E

ELR

ET

FIP

G

GV

GP

GUY

HB

IVA

LP

PP

RD

CO

WV

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 BLOCK WALL TO REMAIN

PROTECT EXISTING BUILDING TO REMAIN

PROTECT EXISTING CONCRETE CURB TO REMAIN

PROTECT EXISTING CONCRETE SIDEWALK TO

REMAIN

PROTECT EXISTING UTILITY TO REMAIN

REMOVE AND LAWFULLY DISPOSE OF CONCRETE:

### 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

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/10/24

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

24-2556

BOBOBOBOBOBO

IVAIVAIVA

HB

BO

BO

BO

BO

WV

RD RD

RDRD

HB

CO

CO

PPPP

GUYGUY

LP

PP

HB

GV

MB

RD

CO

GUY

W GALE AVE

EXISTING SERVICE CT

METER 1009502735 AND

SWITCHBOARD 400A,

208Y/120V, 3Ø, 4W

EXISTING OVERHEAD

TRANSFORMER

120162636, 208Y/120V

EPB

EPB

EPB

BOBO

BOBO

JB

(TYP)

A

(TYP)

B

(TYP)

C

(TYP)

D

E

F

F1

F2

F3

9'

20'

9' 9'

'-6

'-8

4' -6

9'

4' -6

SCALE IN FEET

0 5 10 20

SCALE: 1" = 10'

Date Signed:

07-30-2024 SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF TRANSPORTATION

7-30-2024 12

RF

RC

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

DOT 6 - DISTRICT 6 COALINGA

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g:

P

:\2

\2

-0

2\ Si te \D

O T

- D is tri ct

C al tra ns _C oa lin ga \C on st ru ct io n

D oc um en t\P ro du ct io nD ra w in gs

\2

2_

D O

TD

6C

C _s i0 2.

dw g;

C 3.

Si te

G ra di ng

P la n

- B

C F.

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Pl ot b y:

d he rn an de z

F eb

2,

- 7

:1 2a m

PROJECT #: 000000000013444

PLAN CHECK NUMBER: 24-2556

1 1ST COMMENTS

30933 W GALE AVE, COALINGA, CA 93210

V3

CONSTRUCTION LEGEND:

2' WIDE ELECTRICAL UTILITY TRENCH. TRENCH,

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

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

FOR MAKE READY INSTALLATION WITH STUB & CAP

FURNISH AND INSTALL FIXED BOLLARDS PER DETAIL

[A/C4.0]

FURNISH AND INSTALL FIXED FLEET CHARGING

SIGN PER DETAIL [B/C4.0]

PAINT 4" WIDE GREEN STRIPE

SEE ELECTRICAL CONDUIT PLAN FOR ADDITIONAL

ELECTRICAL IMPROVEMENTS

PROPOSED CHARGEPOINT [MODEL

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

PEDESTAL STYLE CHARGERS TO BE INSTALLED BY

OTHERS. SEE DETAIL [A/R1.1] (SHOWN FOR

REFERENCE ONLY)

PROPOSED CHARGEPOINT [MODEL

CP6021B-80A-L7-CHIP] DUAL CHARGE PORT

PEDESTAL STYLE CHARGERS TO BE INSTALLED BY

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

REFERENCE ONLY)

PROPOSED (OSHA SAFETY GREEN - 14120) STRIPING

IMPROVEMENTS

LIMITS OF ASPHALT CONCRETE PAVEMENT

IMPROVEMENTS

LIMITS OF CONCRETE IMPROVEMENTS

A

B

C

D

E

F

PROPOSED EV CHARGER

EVCS-# WALL/PEDESTAL

MOUNT EVCS

SINGLE/DUAL

EVCS CHARGE PORT #

POWER

SELECT

(FLA)

POWER

SHARE

(Y / N/A)

CHARGE PORT

TYPE

1 PEDESTAL DUAL - N/A FLEET

2 PEDESTAL SINGLE - N/A FLEET

NOTES:

-(FLA) STANDS FOR, FULL LOADS AMPS

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

F1 F2

F3

SITE PLAN

C3.0

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/10/24

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

24-2556

DETAILS

C4.0

A C4.0

FIXED BOLLARD

NOT TO SCALE

Date Signed:

07-30-2024 SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF TRANSPORTATION

7-30-2024 12

RF

RC

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

DOT 6 - DISTRICT 6 COALINGA

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g:

P

:\2

\2

-0

2\ Si te \D

O T

- D is tri ct

C al tra ns _C oa lin ga \C on st ru ct io n

D oc um en t\P ro du ct io nD ra w in gs

\2

2_

D O

TD

6C

C _d t0 1.

dw g;

C 4.

D et ai ls

BC

F.

ct b

Pl ot b y:

d he rn an de z

F eb

2,

- 7

:1 2a m

PROJECT #: 000000000013444

PLAN CHECK NUMBER: 24-2556

1 1ST COMMENTS

30933 W GALE AVE, COALINGA, CA 93210

V3

B C4.0

FIXED FLEET

CHARGING SIGN

NOT TO SCALE

NOTES:

1. LOCATE FIXED BOLLARDS SO THAT THEY DO NOT INTERFERE

WITH THE OPENING OF EQUIPMENT DOORS.

2. CLEAR ALL DIRT AND DEBRIS IN THE GENERAL LOCATIONS

INDICATED FOR INSTALLATION.

3. SUPPORT AND BRACE BOLLARDS IN POSITION UNTIL

CONCRETE HAS CURED.

4. FIXED BOLLARDS TO BE CONSTRUCTED PER THE

CALIFORNIA FIRE CODE (CFC) SECTION 312.

16"

4" 3'

(M

IN

4'

(M

IN

FIELD PRIME

BOLLARDS WITH 2

COATS OF ZINC-RICH

PRIMER. PAINT

BOLLARDS WITH 2

COATS OF INDUSTRIAL

YELLOW ENAMEL

4" GALVANIZED SCH.40

STEEL POST (WEIGHT

= 9.1 LBS/FT) SEE PLAN

FOR LOCATION

3" WIDE REFLECTING

TAPE

MOUNDING TOP

SURFACE (CROWN)

TO SHED WATER

FINISHED

SURFACE

CLASS "B"

CONCRETE

FOOTING

FILL BOLLARDS

SOLIDLY WITH

CONCRETE

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"

1"

6' -8

M

IN

C

LE

AR

3'

(M

IN

3"

8"

4"

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/10/24

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

24-2556

BOBOBOBOBOBO

IVAIVAIVA

HB

BO

BO

BO

BO

WV

RD RD

RDRD

HB

CO

CO

PPPP

GUYGUY

LP

PP

HB

GV

MB

RD

CO

GUY

W GALE AVE

EXISTING SERVICE CT

METER 1009502735 AND

SWITCHBOARD 400A,

208Y/120V, 3Ø, 4W

EXISTING OVERHEAD

TRANSFORMER

120162636, 208Y/120V

EPB

EPB

EPB

G

G

G

G

G

W

W

W

W

W

W

W

W

W

W

W

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

SD SD SD

BOBO

BOBO

JB

F1

A

(TYP)

(K2)

(EVCS-1) F2

F3

(EVCS-2)

(K3)

(K1)

B

C

D

(TYP)

E

'-6

'-4

BREAKER

DISCONNECTING MEANS

LOCATED HERE WITH

EXISTING SERVICE CT

METER

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 TRANSPORTATION

7-30-2024 12

RF

RC

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

DOT 6 - DISTRICT 6 COALINGA

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g:

P

:\2

\2

-0

2\ Si te \D

O T

- D is tri ct

C al tra ns _C oa lin ga \C on st ru ct io n

D oc um en t\P ro du ct io nD ra w in gs

\2

2_

D O

TD

6C

C _e l0 1.

dw g;

E 1.

El ec tri ca l C on du it Pl an

BC

F.

ct b

Pl ot b y:

d he rn an de z

F eb

2,

- 7

:1 2a m

PROJECT #: 000000000013444

PLAN CHECK NUMBER: 24-2556

Date Signed:

07-30-2024

1ST COMMENTS

30933 W GALE AVE, COALINGA, CA 93210

V3

A E1.0

CONDUIT SCHEDULE

CONDUIT SCHEDULE

CONDUIT

NUMBER FROM TO CONDUCTORS ALL 90°C THWN-2 OR

SIMILAR UNLESS NOTED OTHERWISE

CONDUCTOR

LENGTH (FT)

VOLTAGE

DROP

CONDUIT SIZE

AND TYPE COMMENTS

K1 EXISTING CT METER AND MAIN

SWITCHBOARD K2-K4 T-TYPE CONDUIT BODIES (6) #1 AWG Cu, (3) #4 AWG Cu GND 3" RMC HOME RUN

K2 K2 T-TYPE CONDUIT BODY EVCS-1

(4) #1 AWG Cu, (2) #4 AWG Cu GND, TAGGED

(EVCS-1, L1, L2, GROUND) 135 1.8 % 2-1/2" RMC/PVC

K3 K3 T-TYPE CONDUIT BODY EVCS-2

(2) #1 AWG Cu, (1) #4 AWG Cu GND, TAGGED

(EVCS-2, L1, L2, GROUND)

PULL, (1) PULL TAPE THROUGH AND LEAVVE

WITHIN CONDUIT FOR FUTURE USE

149 1.9 % 2-1/2" RMC/PVC

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. 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.

8. MINIMUM CONDUIT BURIAL DEPTH SHALL BE 24".

9. 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."

10. CONDUIT BODIES SHALL BE USED AS NEEDED TO MAINTAIN LESS THAN 360° OF

CONDUIT BENDS BETWEEN PULL POINTS.

11. EACH CHARGER SHALL HAVE A 1-1/2" PVC CONDUIT STUBBED AND CAPPED.

12. ALL ABOVE GRADE CONDUIT CONSTRUCTION SHALL FOLLOW CEC/NEC 342, 344, 350,

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

ELECTRICAL LEGEND:

EXISTING SERVICE CT METER AND MAIN SWITCHBOARD, 208Y/120V,

400 AMP, 3Ø, 4W, PER DETAILS [A/E2.0] AND [A/E3.0].

FURNISH AND INSTALL MAKE READY INSTALLATION WITH STUB &

CAP. CONSTRUCT PER DETAIL [B/E2.0] AND NOTE 11

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 [C/E2.0] FOR THE FURNISHING AND INSTALLATION OF

BELOW GRADE PVC CONDUIT. SEE CONDUIT SCHEDULE FOR

COUNT AND CONDUIT SIZE

FURNISH AND INSTALL 24"x24"X10"(D) JUNCTION BOX.

PROPOSED CHARGEPOINT [MODEL CP6011B-80A-L7-CHIP] SINGLE

CHARGE PORT PEDESTAL STYLE CHARGERS TO BE INSTALLED BY

OTHERS. SEE DETAIL [A/R1.1] (SHOWN FOR REFERENCE ONLY)

PROPOSED CHARGEPOINT [MODEL CP6021B-80A-L7-CHIP] DUAL

CHARGE PORT PEDESTAL STYLE CHARGERS TO BE INSTALLED BY

OTHERS. SEE DETAILS [A/R1.0] (SHOWN FOR REFERENCE ONLY)

ELECTRICAL CONDUIT; SIZE AND COUNT AS NOTED

A

B

C

D

E

PROPOSED EV CHARGER

EVCS-# WALL/PEDESTAL

MOUNT EVCS

SINGLE/DUAL

EVCS CHARGE PORT #

POWER

SELECT

(FLA)

POWER

SHARE

(Y / N/A)

CHARGE PORT

TYPE

1 PEDESTAL DUAL - N/A FLEET

2 PEDESTAL SINGLE - N/A FLEET

NOTES:

-(FLA) STANDS FOR, FULL LOADS AMPS

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

F1 F2

F3

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/10/24

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

24-2556

6'

3' -3

2'

-9

6'

7' -8

6' 6"6"

PLAN VIEW SECTION A-A

BILL OF MATERIALS

REFERENCE

NUMBER ITEM

1 BRANCH BREAKER, 208 VOLT, 100 AMP, 3 POLE

2 3" GROUND HUB, NEMA 3R OR EQUAL

3 STYLE LB, 3" CONDUIT BODY

4 STYLE LR, 3" CONDUIT BODY

5 3" RMC CONDUIT

6 #1 CU CONDUCTOR THWN-2

7 #4 CU CONDUCTOR GRN INSULATION THWN-2

MAKE READY INSTALLATION

SECTION A-A

3" C

LR

(T

YP

2'

M

IN

IM

U

M C

O N

D U

IT

B

U R

IA

L

D

EP

TH

S

H

AL

L

BE

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'

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

M

IN

6" (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

CONCRETE3" CLEAN SAND BEDDING

TO BE PLACED BELOW

AND ABOVE CONDUIT

PER ASTM C33/C33M;

FINE AGGREGATE

EXISTING WALL SEE CONDUIT SCHEDULE

ON SHEET E1.0.

T BODY CONDUIT CAN

BE REPLACED BY LR

OR LL CONDUIT BODY

IF END OF RUN

10'-0" MAX INTERVAL, 3'-0" MAX

FROM EACH JUNCTION/PULL BOX,

CABINET OR OTHER TERMINATION.

BILL OF MATERIALS

REFERENCE

NUMBER ITEM

1 STANDARD PINCH CLAMP

2 GALVANIZED STRUT SQUARE POST BASE

3 3/8" BOLT ANCHOR WITH 2-3/8" MIN

PENETRATION BOLT IN CONCRETE.

EXISTING

WALL

NOTE:

1. BOXES AND CONDUIT BODIES USED AS PULL OR JUNCTION BOXES SHALL COMPLY

WITH NEC 314.28(A) THROUGH (E); PULL AND JUNCTION BOXES AND CONDUIT BODIES.

CONDUIT SIZE

AND TYPE

PER PLANS

EXISTING WALL

SEE CONDUIT SCHEDULE

ON SHEET E1.0.

EMERGENCY SHUT-OFF

EVCS-#

LOCATED IN/AT

(PANEL __)

5"

1/

2"

1/4"

(TYP)

1/4"

(TYP)

7/ 8"

1/ 4"

1/ 4"

1/ 4"

1/ 4"

1/ 4"

1/ 4"

1/ 4"

7/ 8"

3/ 4"

2" 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 __)

3. FOR 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.

BILL OF MATERIALS

REFERENCE

NUMBER ITEM

1 STYLE T, 3" CONDUIT BODY

2 3" PIPE CLAMP

3 3" RMC CONDUIT

4 2-1/2" PIPE CLAMP

5 2-1/2" RMC CONDUIT

BILL OF MATERIALS

REFERENCE

NUMBER ITEM

1 STYLE LR, 3" CONDUIT BODY

2 3" PIPE CLAMP

3 3" RMC CONDUIT

CONDUIT SECTIONS & DETAILS

E2.0

B E2.0

MAKE READY INSTALLATION WITH STUB AND CAP

NOT TO SCALE

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF TRANSPORTATION

7-30-2024 12

RF

RC

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

DOT 6 - DISTRICT 6 COALINGA

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

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D et ai ls

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2a m

PROJECT #: 000000000013444

PLAN CHECK NUMBER: 24-2556

Date Signed:

07-30-2024

1ST COMMENTS

30933 W GALE AVE, COALINGA, CA 93210

V3

A E2.0

EXISTING SERVICE CT METER AND MAIN SWITCHBOARD

NOT TO SCALE

C E2.0

TYPICAL ELECTRICAL UTILITY TRENCH

NOT TO SCALE

E E2.0

HOME RUN

NOT TO SCALE

D E2.0

TYPICAL WALL MOUNTING DETAIL

NOT TO SCALE

F E2.0

LR CONDUIT BODY

NOT TO SCALE

E E2.0

EMERGENCY LABEL SHUT OFF

NOT TO SCALE

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/10/24

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

24-2556

YΔ

M

75kVA, 208/120V, 3Ø, 4W

SERVICE CT METER AND MAIN SWITCHBOARD,

400 AMP BUS, 400 AMP MAIN,

208Y/120V, 3Ø, 4W

(NEMA 3R)

EXISTING OVERHEAD

TRANSFORMER

(kVA RATING PER PG&E)

PULL SECTION CT

METERING

SECTION

LANDING

LUGS (TYP)

MAIN

400A 3P

TO EXISTING

PANEL A

TO EXISTING

PANEL B

TO EXISTING

PANEL C

TO EXISTING

PANEL D

UNKNOWN

2P 100A

TO EVCS-1

CHARGE PORT 1 & 2

(80 FLA + 80 FLA)

2P 100A

TO EVCS-2

CHARGE PORT 3

(80 FLA)

2-1/2" A.G. RMC

TO TRANSITION TO

2-1/2" U.G. PVC WITH

(2) #1 Cu AND

(1) #4 Cu GND

(1) PULL TAPE

3" A.G. RMC WITH

(6) #1 Cu AND

(3) #4 Cu GND

100A 3P

200A 3P

70A 3P

100A 3P

60A 3P

TO EXISTING

WELDER

70A 2P

2P 100A

2-1/2" A.G. RMC

TO TRANSITION TO

2-1/2" U.G. PVC WITH

(4) #1 Cu AND

(2) #4 Cu GND

EXISTING SERVICE CT METER AND MAIN SWITCHBOARD

BUS AMPS: 400 NEMA: 3R MFR: Z-POWER LOC: DOT - DISTRICT 6 CALTRANS

COALINGA MTG: SURFACE MAIN AMPS: 400

PHASE: 3 WIRES: 4 VOLTS: 208Y/120V FEEDER: BUS FEED FEEDER ENTRY AT: BOTTOM AIC RATING:

DESCRIPTION

VOLT-AMPS

BKR TRIP CKT

L1 L2 L3

CKT BKR TRIP

VOLT-AMPS

DESCRIPTION

L1 L2 L3 L1 L2 L3

EXISTING PANEL "A"

0.0 0.0 0.0

100A/3P

1 2

200A/3P

0.0 0.0 0.0

EXISTING PANEL "B"0.0 0.0 0.0 3 4 0.0 0.0 0.0

0.0 0.0 0.0 5 6 0.0 0.0 0.0

EXISTING PANEL "C"

0.0 0.0 0.0

70A/3P

7 8

100A/3P

0.0 0.0 0.0

EXISTING PANEL "D"0.0 0.0 0.0 9 10 0.0 0.0 0.0

0.0 0.0 0.0 11 12 0.0 0.0 0.0

UNKNOWN EXISTING LOAD

0.0 0.0 0.0

60A/3P

13 14

70A/2P

0.0 0.0 0.0

EXISTING WELDER0.0 0.0 0.0 15 16 0.0 0.0 0.0

0.0 0.0 0.0 17 18 0.0 0.0 0.0

PROPOSED EVCS-1

(CHARGE PORT 1)

8320.0 0.0 0.0 100A/2P

19 20 - 0.0 0.0 0.0 -

0.0 8320.0 0.0 21 22 - 0.0 0.0 0.0 -

PROPOSED EVCS-1

(CHARGE PORT 2)

0.0 0.0 8320.0 100A/2P

23 24 - 0.0 0.0 0.0 -

8320.0 0.0 0.0 25 26 - 0.0 0.0 0.0 -

PROPOSED EVCS-2

(CHARGE PORT 3)

0.0 8320.0 0.0 100A/2P

27 28 - 0.0 0.0 0.0 -

0.0 0.0 8320.0 29 30 - 0.0 0.0 0.0 -

- 0.0 0.0 0.0 - 31 32 - 0.0 0.0 0.0 -

- 0.0 0.0 0.0 - 33 34 - 0.0 0.0 0.0 -

- 0.0 0.0 0.0 - 35 36 - 0.0 0.0 0.0 -

CONNECTED LOAD > 16640.0 16640.0 16640.0 ESTIMATED TOTAL VOLT-AMPERES 0.0 0.0 0.0 < CONNECTED LOAD

LINE 1 AMP: 138.7A L1 L2 L3 REMARKS:

LINE 2 AMP: 138.7A

16640.0 VA 16640.0 VA 16640.0 VA

49.9KVA TOTAL ESTIMATED CONNECTED LOAD: 173.2A @ 3PH, 208V

(AT 125% CONTINUOUS LOAD, AT UNITY)LINE 3 AMP: 138.7A

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF TRANSPORTATION

7-30-2024 12

RF

RC

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

DOT 6 - DISTRICT 6 COALINGA

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

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:1 2a m

PROJECT #: 000000000013444

PLAN CHECK NUMBER: 24-2556

Date Signed:

07-30-2024

1ST COMMENTS

30933 W GALE AVE, COALINGA, CA 93210

V3

NOTES:

1. EXISTING TOTAL CONNECTED 3-PH KVA: 14.3 KVA AT UNITY

ADDITIONAL TOTAL CONNECTED 3-PH KVA: 49.920 KVA AT UNITY

TOTAL CONNECTED 3-PH KVA: 64.220 KVA

2. TAGGED (CHARGE PORT-#, L1/L2/GND) TYPICAL FOR ALL STATIONS.

3. DO NOT USE GFCI BREAKERS

4. 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.

5. TRANSFORMER LOADING BASED ON KVA REQUIREMENTS OF CHARGER AT 0.95 PF (16.640 KVA/CHARGER).

6. DISTRIBUTION PANEL AND STEP DOWN TRANSFORMER TO SHARE GROUND RODS.

7. , INDIVIDUAL CHARGE PORT NUMBER. THIS IS NOT BREAKER SPACE OR EVCS NUMBER. LOAD

SCHEDULE INDICATES BREAKER SPACE FOR EACH CHARGE PORT.

8. , INDIVIDUAL CHARGE PORT NUMBER TYPICAL FOR PORTS THROUGH .

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

TESTING LABORATORY ACCREDITED BY THE UNITED STATES OCCUPATIONAL SAFETY HEALTH

ADMINISTRATION.

10. PER CEC/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%."

11. 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.

12. 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.

13. MAXIMUM VOLTAGE DROP FOR CONDUCTORS:

FROM EXISTING 400A SERVICE CT METER AND MAIN SWITCHBOARD TO EVCS-2:

#1 WIRE = 1.9%

14. ALL ELECTRICAL EQUIPMENT SHALL BE LISTED FOR TERMINATION OF ELECTRICAL CONDUCTORS RATED

75°C OR HIGHER.

15. ALL BREAKERS INSTALLED UNDER THIS DESIGN SHALL BE ABLE TO BE LOCKED IN THE OPEN POSITION

PER NEC 625.43 AND 110.25.

16. NEW BREAKERS SHALL MATCH EXISTING PANEL MANUFACTURER SPECIFICATIONS AND KAIC RATING.

17. COLOR-CODING FOR PHASE- AND VOLTAGE-LEVEL IDENTIFICATION, 600V OR LESS: USE COLORS LISTED

BELOW FOR UNDERGROUND SERVICE, FEEDER, AND BRANCH-CIRCUIT CONDUCTORS.

COLORS FOR 208/120-V CIRCUITS:

A. PHASE A: BLACK

B. PHASE B: RED

C. PHASE C: BLUE

18. METER PHYSICAL CHARACTERISTICS:

1. DISPLAY: BACKLIT LCD WITH ANTIGLARE AND SCRATCH-RESISTANT LENS.

2. DISPLAY OF METERED VALUES: ONE SCREEN TO SHOW AT LEAST FOUR LINES OF USER-SELECTED

VALUES ON ONE SCREEN AT THE SAME TIME. PROVIDE GRAPHICAL REPRESENTATION OF

USER-SELECTED VALUES. THE SCREEN SELECTIONS AVAILABLE AT THE DISPLAY MUST INCLUDE THE

FOLLOWING:

A. METERS, INCLUDING THOSE LISTED UNDER THE FOLLOWING:

1) MEASUREMENTS.

2) THD.

3) ENERGY.

4) DEMAND.

5) MINIMUM AND MAXIMUM VALUES.

6) POWER DEMAND.

3. ELECTRICAL POWER MONITORING TO COMPLY WITH SECTION 26 09 13

19. ALL EXISTING ELECTRICAL EQUIPMENT RATINGS, SIZES, AND CONDUITS ARE TAKEN FROM SITE WALK.

CONTRACTOR TO VERIFY EQUIPMENT ON-SITE AND ALERT ENGINEERING TEAM IMMEDIATELY IF ANY

DISCREPANCIES ARE FOUND.

20. CONTRACTOR TO VERIFY THE EXISTING LOAD DRAWN BY EXISTING PANEL AND VERIFY THAT THE

EXISTING PANEL WILL HAVE THE CAPACITY TO

SUPPORT THE PROPOSED LOADS.

21. EXISTING SWITCHBOARD LOAD CALCULATIONS:

- EXISTING MAX DEMAND PER UTILITY RECORDS: 39.69 @ 208Y = 14.3 KVA

- ADJUST EXISTING MAX DEMAND PER NEC SECTION 220.87(2): 17.88 KVA

- ADDITIONAL DEMAND FROM CHARGERS: 49.92 KVA

- 125% CONTINUOUS DEMAND FROM CHARGERS: 62.40 KVA

- NEW TOTAL DEMAND: 80.28 KVA

- RESULTS IN TOTAL CURRENT OF 222.83 AMPS @ 208Y VOLTS

(55.71% OF 400 AMP MAIN BREAKER OCPD)

A E3.0

SINGLE LINE DIAGRAM

NOT TO SCALE

B E3.0

LOAD SCHEDULE

NOT TO SCALE

BREAKER TRIP SETTINGS:

1. WHEN SELECTING FOR ADJUSTABLE LSIG BREAKERS, USE THE FOLLOWING GUIDELINES.

- FOR LONG DELAY, SHORT DELAY, AND INSTANTANEOUS CURRENT SETTINGS, USE THE MINIMUM CURRENT SETPOINTS AVAILABLE, NOT LESS THAN THE CURRENT RATING OF THE INSTALLED TRIP PLUG.

- FOR LONG DELAY AND SHORT DELAY TIME SETTINGS, USE THE SHORTEST TIME DELAY AVAILABLE, UNLESS A LINGER DELAY IS REQUIRED TO ALLOW FOR INRUSH CURRENT.

- FOR GROUND FAULT CURRENT SETTING, USE THE MINIMUM SETPOINT AVAILABLE.

- FOR GROUND FAULT TIME SETTING, USE THE SHORTEST TIME DELAY AVAILABLE.

- IF QUESTIONS OR CONCERNS ARISE ABOUT THESE SETPOINT GUIDELINES, CONTACT ENGINEER OF

RECORD IMMEDIATELY.

2. IF THE BREAKER INCLUDES AN ARC ENERGY REDUCTION OR MAINTENANCE MODE SETTING, PLEASE USE THE

SETPOINT CORRESPONDING TO THE MINIMUM PICKUP CURRENT AND MAXIMUM ARC ENERGY REDUCTION.

ELECTRICAL SCHEDULE & CIRCUITS

E3.0

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/10/24

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

24-2556

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF TRANSPORTATION

7-30-2024 12

RF

RC

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

DOT 6 - DISTRICT 6 COALINGA

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g:

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:1 2a m

PROJECT #: 000000000013444

PLAN CHECK NUMBER: 24-2556

Date Signed:

07-30-2024

1ST COMMENTS

30933 W GALE AVE, COALINGA, CA 93210

V3

REFERENCE DRAWINGS

R1.0A R1.0

CHARGEPOINT CP6000

DUAL PORT PEDESTAL INSTALLATION

NOT TO SCALE

B E2.0

E E2.0

1'-115 16"

8"

SECTION A-A

WEIGHT = 337 LBS

EMERGENCY SHUT-OFF

EVCS-#

LOCATED IN/AT

(PANEL __)

EACH BOLT MUST EXTEND BETWEEN 2.4" AND 4"

ABOVE CONCRETE SURFACE

CHARGEPOINT CONCRETE MOUNTING

TEMPLATE KIT (CMT), INSTALL PER

MANUFACTURER'S RECOMMENDATIONS

EXISTING CONDUIT

TRIM EXISTING PVC CONDUIT 12" ABOVE CONCRETE

SURFACE. PROTECT CONDUCTORS, TO REMAIN.

MAKE READY INSTALLATION

WITH STUB & CAP PER

DETAIL

EMERGENCY SHUT-OFF

LABEL PER DETAIL

4' -8

9 16

5' -1

11 2" C

H

AR

G

EP

O

IN

T C

M K

AT

TA

C H

M

EN

T H

EI

G

H T

IS

D

EP

EN

D

AN

T O

N M

O D

EL

C

H O

SE

N

8' -0

3 4" C

H

AR

G

EP

O

IN

T C

M K

AT

TA

C H

M

EN

T H

EI

G

H T

IS

D

EP

EN

D

AN

T O

N M

O D

EL

C

H O

SE

N

2' -1

13 8"

3" C

LR

3" C

LR

2'

3" CLR.

(TYP)

4' (M

AX

1'

#4 @ 12" O.C.

EACH WAY

INSTALL PER CHARGEPOINT

STRUCTURAL AND

MANUFACTURER'S

INSTRUCTIONS

81 2" 2"

11 2" 215 16

3 16

37 8"

1 2"

7 16

1 16

2' A A

8" 2 5

16" 2 9 16" 2 9

16" 2 5 16"

9 7 16" 2 9

16" 2 9 16"

PLAN VIEW

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

9 7 16"

8"

2'

6" 6"

6"

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

NOTE:

1. REFER TO INSTALLATION MANUAL FOR ADDITIONAL INFORMATION.

NO POWER SELECT,

CHARGER TO BE AT

80FLA

NOTE:

1. REFER TO INSTALLATION MANUAL FOR ADDITIONAL INFORMATION.

NOTE:

1. REFER TO INSTALLATION MANUAL FOR ADDITIONAL INFORMATION.

NO POWER SELECT,

CHARGER TO BE AT

80FLA

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/10/24

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

24-2556

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF TRANSPORTATION

7-30-2024 12

RF

RC

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

DOT 6 - DISTRICT 6 COALINGA

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g:

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D oc um en t\P ro du ct io nD ra w in gs

\2

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D O

TD

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R ef er en ce

D ra w in gs

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:1 2a m

PROJECT #: 000000000013444

PLAN CHECK NUMBER: 24-2556

Date Signed:

07-30-2024

1ST COMMENTS

30933 W GALE AVE, COALINGA, CA 93210

V3

REFERENCE DRAWINGS

R1.1

NOTE:

1. REFER TO INSTALLATION MANUAL FOR ADDITIONAL INFORMATION.

A R1.1

CHARGEPOINT CP6000

SINGLE PORT PEDESTAL INSTALLATION

NOT TO SCALE

WEIGHT = 324 LBS

EMERGENCY SHUT-OFF

EVCS-#

LOCATED IN/AT

(PANEL __)

1'-115 16"

8"

EACH BOLT MUST EXTEND BETWEEN 2.4" AND 4"

ABOVE CONCRETE SURFACE

CHARGEPOINT CONCRETE MOUNTING

TEMPLATE KIT (CMT), INSTALL PER

MANUFACTURER'S RECOMMENDATIONS

EXISTING CONDUIT

TRIM EXISTING PVC CONDUIT 12" ABOVE CONCRETE

SURFACE. PROTECT CONDUCTORS, TO REMAIN.

MAKE READY INSTALLATION

WITH STUB & CAP PER

DETAIL

EMERGENCY SHUT-OFF

LABEL PER DETAIL

4' -8

9 16

5' -1

11 2" C

H

AR

G

EP

O

IN

T C

M K

AT

TA

C H

M

EN

T H

EI

G

H T

IS

D

EP

EN

D

AN

T O

N M

O D

EL

C

H O

SE

N

8' -0

3 4" C

H

AR

G

EP

O

IN

T C

M K

AT

TA

C H

M

EN

T H

EI

G

H T

IS

D

EP

EN

D

AN

T O

N M

O D

EL

C

H O

SE

N

2' -1

13 8"

4' (M

AX

1'

81 2" 2"

11 2" 215 16

3 16

37 8"

1 2"

7 16

1 16

2' A A

8" 2 5

16" 2 9 16" 2 9

16" 2 5 16"

9 7 16" 2 9

16" 2 9 16"

PLAN VIEW

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

9 7 16"

8"

2'

B E2.0

E E2.0

SECTION A-A

3" C

LR

3" C

LR

2'

3" CLR.

(TYP)

#4 @ 12" O.C.

EACH WAY

INSTALL PER CHARGEPOINT

STRUCTURAL AND

MANUFACTURER'S

INSTRUCTIONS

6" 6"

6"

B R1.1

CHARGEPOINT CP6000 HARDWARE / MODEL

NOT TO SCALE

D R1.1

CHARGEPOINT CP6000 SPECIFICATIONS

NOT TO SCALE

C R1.1

CHARGEPOINT CP6000 DUAL AND SINGLE

PORT PEDESTAL DIMENSIONS

NOT TO SCALE

NOTE:

1. REFER TO INSTALLATION MANUAL FOR ADDITIONAL INFORMATION.

NO POWER SELECT,

CHARGER TO BE AT

80FLA

OFFICE OF THE STATE FIRE MARSHAL

shall be…