11436_-_AVCRAD_Plans.pdf

E DAKOTA AVEE DAKOTA AVE

E AIRW

AYS BLVD

N P

E A C

H A

V E

N C

H E S T N

U T A

V E

E SHIELDS AVE

E CLINTON AVE

E McKINLEY AVE

E McKINLEY AVE

N C

L O

V

IS

A V E

E ASHLAN AVE

PROJECT LOCATION

Date Signed:

02-07-2023

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

02-07-2023 11

RF

DHELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

FRESNO AVCRAD

CALIFORNIA MILITARY DEPARTMENT

D ra w in g P -0

\S it e \f re s n o A v c ra d \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 \F re s n o A

V C

R A D ti .d w g T .0

T it le

S h e e t B C

F .c tb P lo t b y s c h h in a

F e b

:1 a m

Date Signed:

02-07-2023

5168 EAST DAKOTA AVE., FRESNO, CA 93727 PROJECT #: 000000000010704

V1

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

E2.1 CONDUIT SECTIONS & DETAILS

E3.0 ELECTRICAL SCHEDULE & CIRCUITS

R1.0 REFERENCE DRAWINGS

R2.0 TITLE 24 DOCUMENTS

TOTAL NUMBER OF SHEETS = 11

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 (101 MPH) AND WIND EXPOSURE CATEGORY C.

2. LATITUDE = 36.785672N, LONGITUDE = -119.720518W

3. S1 = 0.22 G

, SD1 = 0.4

G

, SS = 0.67

G

, SDS = 0.63

G

(SITE CLASS D ASSUMED)

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)

· 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. (2019 CFC SECTION 3310)

2. FIRE SAFETY DURING DEMOLITION AND CONSTRUCTION SHALL COMPLY

WITH CBC CHAPTER 33 AND CFC CHAPTER 33.

FLOOD ZONE NOTES:

1. PROJECT SITE LOCATED WITHIN FLOOD HAZARD ZONE X; AREA OF MINIMAL

FLOOD HAZARD.

2. FIRM PANEL: 06019C1590H.

3. MAP EFFECTIVE DATE; 02 18, 2009.

4. MAP IS COUNTYWIDE, PANEL PRINTED.

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.

PROJECT LOCATION:

PROJECT IS LOCATED AT:

5168 EAST DAKOTA AVENUE,

FRESNO, CA 93727

APN: 494-020-21T

SCOPE OF EV IMPROVEMENT WORK:

1. SITE AND ELECTRICAL INFRASTRUCTURE IMPROVEMENTS FOR INSTALLATION OF EV

CHARGERS.

2. IMPACTED EXISTING PARKING = 11 TOTAL SPACES; 11 STANDARD SPACES

PROPOSED FLEET EV CHARGER TABULATION

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

DUAL (LEVEL 2) 5 10

TOTAL TOTAL EVCS(S) = 5 TOTAL PORT(S) = 10

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

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

PROJECT DIRECTOR:

JANELLE GOULDING

DEPARTMENT OF GENERAL

SERVICES (DGS)

DIRECT: (916) 441-9205

CELL: (916) 823-7059

FAX: (916) 376-6216

OWNER/REPRESENTATIVE

INFORMATION:

FRESNO AVCRAD

5168 EAST DAKOTA AVENUE,

FRESNO, CA 93727

EMAIL: ANDREW.HERNANDEZ@CMD.CA.GOV

CONTACT: CAPTAIN ANDREW HERNANDEZ

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 SUBMITTED TO THE ELECTRICAL ENGINEER OF

RECORD (EEOR) FOR REVIEW AND APPROVAL.

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

03/30/23

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

23-0628

V3

Issue date May 24, 2024 000000000000011436

LP

BO

BO

BO

BO

BO

LP

LP

WV

WV

CO

BO BO BO BO

BOBO

BOBO

BOBO

BOBO

BOBO

LP

WHM

LP

PROJECT LOCATION:

SEE DEMOLITION PLAN ON

SHEET C2.0, SITE PLAN ON

SHEET C3.0, AND ELECTRICAL

CONDUIT PLAN ON SHEET E1.0

E DAKOTA AVE E DAKOTA AVE

N P

E A C

H A

V E

E A

IR

W

A Y S B

L V D

OWNER: FRESNO CITY OF

APN: 494-020-21T

O W

N E R C A D

IG

A N P

A L M

L A K E S L

L C

A P N -0

-4

S

OWNER: CADIGAN PALM

LAKES LLC

APN: 493-063-39S

OWNER: KELLER

FRESNO LLC

APN: 493-063-38S

OWNER: FRESNO SUPREME INC

APN: 493-020-27S OWNER: PONTIAC 2 LLC

APN: 493-070-70S

OWNER: FRESNO CITY OF

APN: 494-020-22T

OWNER: FRESNO CITY OF

APN: 494-020-23T

OWNER: FRESNO CITY OF

APN: 494-020-32T

OWNER: BRH-JR LLC

APN: 493-063-20S

Date Signed:

02-07-2023

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

02-07-2023 11

RF

DHELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

FRESNO AVCRAD

CALIFORNIA MILITARY DEPARTMENT

D ra w in g P -0

\S it e \f re s n o A v c ra d \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 \F re s n o A

V C

R A D s i0

.d w g C

.0

O v e ra ll S it e P la n B

C F .c tb P lo t b y s c h h in a

F e b

:1 a m

5168 EAST DAKOTA AVE., FRESNO, CA 93727 PROJECT #: 000000000010704

V1

OVERALL SITE PLAN

C1.0

0 25 50 100 150 200

SCALE IN FEET

SCALE: 1"=100'

SYMBOL LEGEND:

EXISTING PROPERTY LINE

AREA OF WORK

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

03/30/23

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

23-0628

V3

AREA REQUIRING PERMISSIONS

AND GUARD CHECK-IN TO ENTER;

NOT OPEN TO THE GENERAL

PUBLIC

LP

BO

BO

BO

BO

LP

LP

WV

WV

CO

WHM

LP

EXISTING GAS VALVE

EXISTING MAIN SWITCH BOARD

"MSB", 2000A, 480/277V, 3P, 4W

E DAKOTA AVE

EJB

(TYP)

11 1111

14 14

(TYP)

(TYP)

(TYP)

(TYP) (TYP)

Date Signed:

02-07-2023

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

02-07-2023 11

RF

DHELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

FRESNO AVCRAD

CALIFORNIA MILITARY DEPARTMENT

D ra w in g P -0

\S it e \f re s n o A v c ra d \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 \F re s n o A

V C

R A D d e .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 s c h h in a

F e b

:1 a m

5168 EAST DAKOTA AVE., FRESNO, CA 93727 PROJECT #: 000000000010704

V1

DEMOLITION PLAN

C2.0

SCALE IN FEET

0 5 10 20

SCALE: 1"=10'

EXISTING SYMBOL LEGEND:

BOLLARD

CLEANOUT

DOOR/GATE

ELECTRICAL CABINET

ELECTRICAL JUNCTION BOX

ELECTRICAL TRANSFORMER

INTERNATIONAL SYMBOL OF

ACCESSIBILITY

LIGHT POST

WATER MANHOLE

ROLL GATE

SIGN

STREET LIGHT

STREET LIGHT

WATER MANHOLE

WATER VALVE

WHEELSTOP

EXISTING ASPHALT CONCRETE

PAVEMENT

EXISTING BUILDING

EXISTING CONCRETE

EXISTING CONCRETE BLOCK WALL

EXISTING GRAVEL

BUILDING OVERHANG

CHAIN LINK FENCE

IRON FENCE

STRIPING

ELECTRICAL LINE

WATER LINE

BO

CO

ECA

EJB

ET

LP

WMH

WMH

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 BOLLARD TO REMAIN

PROTECT EXISTING BUILDING TO REMAIN

PROTECT EXISTING CHAIN LINK FENCE TO REMAIN

PROTECT EXISTING CONCRETE TO REMAIN

PROTECT EXISTING CONCRETE SIDEWALK TO REMAIN

PROTECT EXISTING SIGN TO REMAIN

PROTECT EXISTING SWING GATE TO REMAIN

PROTECT EXISTING UTILITY TO REMAIN

REMOVE AND LAWFULLY DISPOSE OF ASPHALT

CONCRETE PAVEMENT: 439 S.F.

REMOVE AND LAWFULLY DISPOSE OF GRAVEL: 25 S.F.

SAWCUT

H-20 TRAFFIC RATED TRENCH PLATING

LIMIT OF STRIPING REMOVAL

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.

03/30/23

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

23-0628

V3

BO

BO

BO

BO

BO

BO

BO

BO

BO

BO

BO

BO

BOBO

BO

BO

BO BOBO

BO

LP

BO

BO

BO

BO

BO

WV

WV

CO

WHM

EXISTING GAS VALVE

EXISTING MAIN SWITCH BOARD

"MSB", 2000A, 480/277V, 3P, 4W

E DAKOTA AVE

EJB

PB

PB-1 PB-2 PB-3

(T

Y P

(T

Y P

T Y P

( T Y P

T Y P

9'9' 9' 9' 9' 9'

6'-9"

(TYP)

4'-6"

(TYP)

A

A

B

(TYP)

I

D

(TYP)

D

(TYP)

E

G (TYP)

H

H

BO

BO

BO

BO

BO

BOBO

BO BO

BO

8" 3'-1" 7"

4'4' 6" 6"

A

A

B

(TYP)

C

F

H

H

1'-3" 3'-5"

8"1'-3" 3'-1" 7"

6" 2'-3" 1'-7"

9"6" 6"

Date Signed:

02-07-2023

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

02-07-2023 11

RF

DHELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

FRESNO AVCRAD

CALIFORNIA MILITARY DEPARTMENT

D ra w in g P -0

\S it e \f re s n o A v c ra d \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 \F re s n o A

V C

R A D s i0

.d w g C

.0

S it e P la n B

C F .c tb P lo t b y s c h h in a

F e b

:1 a m

5168 EAST DAKOTA AVE., FRESNO, CA 93727 PROJECT #: 000000000010704

V1

SITE PLAN

C3.0

SCALE IN FEET

0 5 10 20

SCALE: 1"=10'

A

C3.0

ENLARGED BOLLARD AND EQUIPMENT SPACING

SCALE: 1"=2'

CONSTRUCTION LEGEND:

2' WIDE ELECTRICAL UTILITY TRENCH. TRENCH,

BACKFILL AND RESURFACING PER DETAIL [C/E2.1]

FURNISH AND INSTALL FIXED BOLLARDS PER DETAIL

[A/C4.0]

PAINT 4" WIDE GREEN PERIMETER LINE WITH 4"

WIDE GREEN DIAGONAL LINES AT 3' ON CENTER

PAINT 4" WIDE GREEN STRIPE

REPAINT STRIPING REMOVED DURING TRENCHING

TO MATCH EXISTING

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

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

FOR MAKE READY INSTALLATION WITH STUB & CAP

SEE ELECTRICAL CONDUIT PLAN FOR ADDITIONAL

ELECTRICAL IMPROVEMENTS

SEE ENLARGED BOLLARD AND EQUIPMENT SPACING

PER DETAIL [A/C3.0]

PROPOSED BTC POWER [MODEL NUMBER

L2P-30-240-15] DUAL CHARGE PORT STYLE

CHARGERS TO BE INSTALLED BY OTHERS. SEE

DETAIL [A/R1.0] AND [B/R1.0] (SHOWN FOR

REFERENCE ONLY)

PROPOSED WHITE STRIPING IMPROVEMENTS

LIMITS OF ASPHALT CONCRETE PAVEMENT

IMPROVEMENTS

LIMITS OF CONCRETE IMPROVEMENTS

A

B

C

D

E

F

G

H

I

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

03/30/23

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

23-0628

V3

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.

16"

(M

IN

(M

IN

PAINT SAFETY

YELLOW

4" GALVANIZED SCH.40

STEEL POST (WEIGHT

= 9.1 LBS/FT) SEE PLAN

FOR LOCATION

3" WIDE REFLECTING

TAPE

PROVIDE GALVANIZED

4" POST CAP FITTING

SECURED TO POST

FINISHED

SURFACE

CLASS "B"

CONCRETE

FOOTING

FILL BOLLARDS

SOLIDLY WITH

CONCRETE

10'-3"

3" CLR.

(TYP)

1'

(TYP)

C

L R

(T

Y P

(T Y P

C L R

(T

Y P

3" CLR.

(TYP)

10'-3"

PLAN VIEW

#4 @ 12" O.C.

BOTH WAYS

EQUIPMENT CONCRETE PAD MINIMUM CONCRETE

COMPRESSIVE STRENGTH OF 4,000 PSI REQUIRED

EQUIPMENT CONCRETE PAD MINIMUM CONCRETE

COMPRESSIVE STRENGTH OF 4,000 PSI REQUIRED

3" CLR.

(TYP)

3" CLR.

(TYP)

C

L R

(M

IN

10'-3"

FINISHED

SURFACE

COMPACT 12" OF NATIVE SOIL MATERIAL TO MINIMUM

95% RELATIVE COMPACTION PER ASTM D1557

SECTION A-A

A A

#4 @ 12" O.C.

BOTH WAYS

Date Signed:

02-07-2023

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

02-07-2023 11

RF

DHELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

FRESNO AVCRAD

CALIFORNIA MILITARY DEPARTMENT

D ra w in g P -0

\S it e \f re s n o A v c ra d \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 \F re s n o A

V C

R A D d t0

.d w g C

.0

D e ta ils B

C F .c tb P lo t b y s c h h in a

F e b

:1 a m

5168 EAST DAKOTA AVE., FRESNO, CA 93727 PROJECT #: 000000000010704

V1

DETAILS

C4.0

A

C4.0

FIXED BOLLARD

NOT TO SCALE

B

C4.0

EQUIPMENT PAD

NOT TO SCALE

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

03/30/23

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

23-0628

V3

BO

BO

BO

BO

BO

BO

BO

BO

BO

BO

BO

BO

BOBO

BO

BO

BO BOBO

BO

LP

BO

BO

BO

BO

BO

WV

WV

CO

WHM

EXISTING GAS VALVE

EXISTING MAIN SWITCH BOARD

"MSB", 2000A, 480/277V, 3P, 4W

E DAKOTA AVE

EJB

PB

PB-1 PB-2 PB-3

(P1)

(P1)

(P1)

(P1)

(K1-K5)

(K3-K5) (K5, AND

C1)

EVCS-1

(CHARGE

PORT 1 & 2)

EVCS-3

(CHARGE

PORT 5 & 6)

EVCS-5

(CHARGE

PORT 9 &

10)

EVCS-2

(CHARGE

PORT 3 & 4)

EVCS-4

(CHARGE

PORT 7 & 8)

C

F

F

F

G H (TYP)

D E E

K

L

BO

BO

BO

BO

BO

BOBO

BO BO

BO

6" 2'-3" 1'-7" 3'-5"1'-3"

4'-4"

8"1'-3" 3'-1" 7"

4'-4"

(P1)

(P2)

(K1-K5)

A

B

F

F

F

I

I

T Y P

1'-9" 4'-4" 3'-11"

10' (TYP)

J

J

J

J

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

02-07-2023 11

RF

DHELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

FRESNO AVCRAD

CALIFORNIA MILITARY DEPARTMENT

D ra w in g P -0

\S it e \f re s n o A v c ra d \c o n st ru 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 \F re s n o A

V C

R A D 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 s c h h in a

F e b

:1 a m

Date Signed:

02-07-2023

5168 EAST DAKOTA AVE., FRESNO, CA 93727 PROJECT #: 000000000010704

V1

ELECTRICAL CONDUIT PLAN

E1.0

A

E1.0

ENLARGED EQUIPMENT LAYOUT

SCALE: 1"=2'

SCALE IN FEET

0 5 10 20

SCALE: 1"=10'

ELECTRICAL LEGEND:

FURNISH AND INSTALL 208Y/120V, 400 AMP BUS, 250

AMP MAIN, 3Ø, 4W, SERVICE CT METER AND MAIN

SWITCHBOARD "EV" PER DETAILS [A/E2.0] AND [C/E3.0]

FURNISH AND INSTALL75kVA STEP DOWN

TRANSFORMER "TX-EV" PER DETAILS [A/E2.0] AND

[B/E3.0]

FURNISH AND INSTALL 17"x30"x12"D OPEN BOTTOM

FLAT WALL PULL BOX WITH TRAFFIC RATED SECURITY

BOLTED MARKED "ELECTRIC" COVER. GROUT SEAL

CONDUIT PENETRATIONS AND SEAL CONDUITS WITH

DUCT SEAL OR EQUAL TO PREVENT WATER ENTRY.

SEE DETAIL [B/E2.1]

FURNISH AND INSTALL 17"x30"x12"D OPEN BOTTOM

FLAT WALL PULL BOX WITH TRAFFIC RATED SECURITY

BOLTED MARKED "ELECTRIC" COVER. GROUT SEAL

CONDUIT PENETRATIONS AND SEAL CONDUITS WITH

DUCT SEAL OR EQUAL TO PREVENT WATER ENTRY.

SEE DETAIL [B/E2.0] & [B/E2.1], AND NOTE 12

FURNISH AND INSTALL 17"x30"x12"D OPEN BOTTOM

FLAT WALL PULL BOX WITH TRAFFIC RATED SECURITY

BOLTED MARKED "ELECTRIC" COVER. GROUT SEAL

CONDUIT PENETRATIONS AND SEAL CONDUITS WITH

DUCT SEAL OR EQUAL TO PREVENT WATER ENTRY.

SEE DETAIL [A/E2.1] & [B/E2.1], AND NOTE 12

SEE DETAIL [C/E2.1] FOR THE FURNISHING AND

INSTALLATION OF BELOW GRADE PVC CONDUIT. SEE

CONDUIT SCHEDULE FOR COUNT AND CONDUIT SIZE

FURNISH AND INSTALL MAKE READY INSTALLATION

WITH STUB & CAP. CONSTRUCT PER DETAIL [B/E2.0],

[A/E2.1], AND NOTE 12

CONSTRUCT CHARGER CONCRETE PAD PER DETAIL

[A/R1.0]

#2 BARE COPPER GROUND WIRE GROUNDING RING

3/4" X 10' COPPER CLAD GROUND ROD

SEE ENLARGED EQUIPMENT LAYOUT PER DETAIL

[A/E1.0]

FURNISH AND INSTALL 480V, 125A, 3P CIRCUIT

BREAKER, AS SHOWN IN SINGLE LINE DIAGRAM ON

SHEET E3.0. FIELD FIT BREAKER MAKE AND MODEL, TO

ENSURE COMPATIBILITY WITH EXISTING MAIN

SWITCHBOARD "MSB", AND INCLUDE BREAKER CUT

SHEETS WITH EQUIPMENT SUBMITTAL FOR

ENGINEERING REVIEW AND APPROVAL

PROPOSED SERVICE CT METER AND MAIN

SWITCHBOARD "EV"

PROPOSED 75KVA STEP DOWN TRANSFORMER "TX-EV"

PROPOSED PULL BOX

3/4" X 10' COPPER CLAD GROUND ROD

PROPOSED BTC POWER [MODEL NUMBER

L2P-30-240-15] DUAL CHARGE PORT STYLE CHARGERS

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

[B/R1.0] (SHOWN FOR REFERENCE ONLY)

2/0 AWG BURIED BARE COPPER GROUND WIRE

ELECTRICAL CONDUIT; SIZE AND COUNT AS NOTED

A

B

C

D

E

F

G

H

I

J

K

L

PB

CONDUIT SCHEDULE

CONDUIT

NUMBER

FROM TO

CONDUCTORS ALL 90°C THWN-2 OR

SIMILAR UNLESS NOTED OTHERWISE

CONDUIT

SIZE & TYPE

COMMENTS

P1

EXISTING 2000A MAIN SWITCH

BOARD "MSB"

PROPOSED 75kVA STEP DOWN

TRANSFORMER "TX-EV"

(3) #1 AWG Cu, (1) #6 AWG Cu GND 3" PVC

EXISTING UTILITY POWER TO STEP

DOWN TRANSFORMER

P2 PROPOSED 75kVA STEP DOWN

TRANSFORMER "TX-EV"

PROPOSED 400A SERVICE CT

METER AND MAIN

SWITCHBOARD "EV"

(4) 250 MCM Cu, (1) #2 AWG Cu GND 3" PVC

K1

PROPOSED 400A SERVICE CT

METER AND MAIN

SWITCHBOARD "EV"

PB-1

(4) #8 AWG Cu, (1) #8 AWG Cu GND, TAGGED

(EVCS-1, L1, L2, GROUND)

1" PVC

K2

PROPOSED 400A SERVICE CT

METER AND MAIN

SWITCHBOARD "EV"

PB-1

(4) #8 AWG Cu, (1) #8 AWG Cu GND, TAGGED

(EVCS-2, L1, L2, GROUND)

1" PVC

K3

PROPOSED 400A SERVICE CT

METER AND MAIN

SWITCHBOARD "EV"

PB-2

(4) #8 AWG Cu, (1) #8 AWG Cu GND, TAGGED

(EVCS-3, L1, L2, GROUND)

1" PVC

K4

PROPOSED 400A SERVICE CT

METER AND MAIN

SWITCHBOARD "EV"

PB-2

(4) #8 AWG Cu, (1) #8 AWG Cu GND, TAGGED

(EVCS-4, L1, L2, GROUND)

1" PVC

K5

PROPOSED 400A SERVICE CT

METER AND MAIN

SWITCHBOARD "EV"

PB-3

(4) #8 AWG Cu, (1) #8 AWG Cu GND, TAGGED

(EVCS-5, L1, L2, GROUND)

1" PVC

C1 PB-2 PB-3 (1) CAT6 DATA CABLE 1" PVC

B

E1.0

CONDUIT SCHEDULE

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. STEP DOWN TRANSFORMER AND SERVICE CT METER TO SHARE GROUND RODS.

12. EACH CHARGER SHALL HAVE A 1-1/2" PVC CONDUIT STUBBED AND CAPPED FROM ITS ADJACENT PULL BOX. THESE CONDUITS SHALL PROVIDE ENTRY INTO THE EQUIPMENT

FOR BOTH POWER AND CAT-6 CABLING.

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

03/30/23

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

23-0628

V3

BILL OF MATERIALS

REFERENCE

NUMBER

ITEM QUANTITY

STEPDOWN TRANSFORMER, CASE STYLE NEMA TYPE 3R,

480-208/120V, 3Ø, 75 KVA

1 UNIT

SERVICE CT METER AND MAIN SWITCHBOARD, NEMA TYPE 3R,

208/120V, 3Ø, 4W, 400 AMP, 42 KAIC FULLY RATED

1 UNIT

3 MAIN BREAKER, 240 VOLT, 250 AMP TRIP, 65 KAIC AT 240V, 3 POLE 1 EA

4 BRANCH BREAKER, 240 VOLT, 40 AMP, 65 KAIC AT 240V, 2 POLE 10 EA

5 3/4" PVC BELL END 2 EA

6 1" PVC BELL END 5 EA

7 3" PVC BELL END 3 EA

8 3/4" SCH. 40 PVC, 24" RADIUS 2 EA

9 1" SCH. 40 PVC, 18" RADIUS 5 EA

10 3" SCH. 40 PVC, 24" RADIUS 3 EA

11 3/4" SCH. 40 PVC AR

12 1" SCH. 40 PVC AR

13 3" SCH. 40 PVC AR

14 3/4" PVC COUPLING AR

15 1" PVC COUPLING AR

16 3" PVC COUPLING AR

17 GROUND BUS BAR KIT 1 EA

18 3/4" X 10' COPPER CLAD GROUND ROD, INSTALLED VERTICALLY 2 EA

19 GROUND TAP COMPRESSION FITTING, #2 TO 3/4" ROD 2 EA

20 #8 CONDUCTOR THWN-2 AR

21 #8 CONDUCTOR GRN INSULATION THWN-2 AR

22 #6 CONDUCTOR GRN INSULATION THWN-2 AR

23 #2 CONDUCTOR GRN INSULATION THWN-2 AR

24 #1 CONDUCTOR THWN-2 AR

25 250 MCM CONDUCTOR THWN-2 AR

26 2/0 AWG BARE COPPER CONDUCTOR AR

27 1/2" BOLT WITH 3-1/4" EFFECTIVE EMBEDMENT AR

PLAN

SECTION A-A

WEIGHT = 590 LBS

WEIGHT = 1480± LBS

7" 2'-4" 1' 5'-10" 6"

10'-3"

6'-5"1'-9" 2'-1"

(P1)

(P2)

(K1-K5)

A A

18 2619

26 19 18

1 2

7" 2'-4" 1' 5'-10" 6"

7 75

5 6(TYP)27

(TYP)

(P1)

10 13

24 22

10 13

(TYP)

(TYP)

23 25

(P2)

(TYP)

(K1-K5)9

(TYP)

12 (TYP)

20 21 (TYP)15

SEE NOTES 7SEE NOTES 7

SEE NOTES 8

SEE NOTES 9

13'

(TYP)

(TYP)

SEE NOTES 9

SEE NOTES 10

SEE NOTES 10

C

E2.0

1'-3" 1'-3" 1'-3" 1'-3"

2'-6" 2'-6"

1'-10"

S E E N

O T E

PROPOSED 17x30x12D

PULL BOX PER DETAIL

#4 @ 12" O.C.

EACH WAY

CONCRETE

PAD

SCH. 40 PVC COUPLER

SCH. 40 PVC CONDUIT (TYP).

SEE NOTE 4

SCH. 40 PVC

CONDUIT

(AS NEEDED)

SCH. 40 PVC COUPLER

RIGID METALLIC

THREADED

CONDUIT

COUPLER

FINISHED

GRADE

RIGID METALLIC

CONDUIT

THREADED PLUG

SCH. 40 PVC

THREADED

MALE

ADAPTER

SCH. 40 PVC CONDUIT SWEEP,

SEE NOTE 2 AND 4

SEE NOTE 5

(K3-K5)

(K1-K2)

PROPOSED PVC FROM

DISTRIBUTION PANEL TO

EVCS CHARGER

PROPOSED PVC FROM

DISTRIBUTION PANEL TO

EVCS CHARGER

DUAL AND SINGLE EV CHARGER DUAL AND SINGLE EV CHARGER

PVC

ELECTRICAL

CONDUIT STUB

AND CAP

1'-3"1'-3" 1'-3" 1'-3" 1'-10"

2'-6"2'-6"

PLAN

AA

LINETYPE LEGEND

POWER AND GROUND

WIRES FOR EV

CHARGER (SEE

ELECTRICAL CONDUIT

PLAN ON SHEET [E1.0]

AND SINGLE LINE

DIAGRAM ON SHEET

[E3.0] FOR EXACT

WIRE SIZE)

PULL CORD FOR CAT6

CABLE. BTC POWER

TO INSTALL CAT6

CABLE DURING EV

CHARGER

INSTALLATION

PULL CORD FOR

POWER AND GROUND

WIRES. BTC POWER

TO PULL WIRES

THROUGH DURING EV

CHARGER

INSTALLATION

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 RADIUS OF 6" (MIN). RADIUS

SHALL BE INCREASED WHERE REQUIRED

PER NEC CHAPTER 9 .

3. MINIMUM CONDUIT COVER

REQUIREMENTS SHALL FOLLOW NEC

300.5 UNLESS OTHERWISE SPECIFIED.

4. EXACT CONDUIT TYPE AND SIZE MAY

VARY, REFER TO ELECTRICAL CONDUIT

SCHEDULE AND PLAN

5. CONTRACTOR TO LEAVE AN EXCESS OF

15 L.F. OF POWER AND GROUND WIRES

TO ENSURE BTC POWER HAS THE

REQUIRED LENGTH TO REACH THE

PROPOSED EV CHARGER CONNECTIONS.

SECTION A-A

Date Signed:

02-07-2023

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

02-07-2023 11

RF

DHELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

FRESNO AVCRAD

CALIFORNIA MILITARY DEPARTMENT

D ra w in g P -0

\S it e \f re s n o A v c ra d \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 \F re s n o A

V C

R A D 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 s c h h in a

F e b

:1 a m

Date Signed:

02-07-2023

5168 EAST DAKOTA AVE., FRESNO, CA 93727 PROJECT #: 000000000010704

V1

CONDUIT SECTIONS & DETAILS

E2.0

A

E2.0

75kVA STEP DOWN TRANSFORMER "TX-EV" & DISTRIBUTION PANEL "EV"

NOT TO SCALE

B

E2.0

MAKE READY INSTALLATION WITH STUB & CAP - SELECTION 1

NOT TO SCALE

NOTES:

1. THE METHODS CONTAINED IN CEC/NEC ARTICLE 250 SHALL BE FOLLOWED TO COMPLY WITH GROUNDING AND

BONDING OF ELECTRICAL SYSTEMS AND NON-CURRENT CARRYING CONDUCTIVE MATERIALS, ENCLOSURES, OR ITEMS FORMING PART OF ANY SUCH EQUIPMENT THAT ENCLOSES OR CARRIES ELECTRICAL CONDUCTOR OR EQUIPMENT THAT IS LIKELY TO BECOME ENERGIZED. SEE CEC/NEC 250.4(A)(1) THROUGH (5) FOR FURTHER

DESCRIPTION.

2. WHERE TWO OR MORE GROUND RODS ARE TO BE INSTALLED, THE MINIMUM SEPARATION SHALL BE 6' PER

CEC/NEC 250.53 (A)(2), AND (3) RESISTANCE OF ELECTRODES.

3. MINIMUM CONDUIT BURIAL DEPTH SHALL BE 24".

4. PER CEC/NEC 110.26 "ACCESS AND WORKING SPACE SHALL BE PROVIDED AND MAINTAINED ABOUT ALL ELECTRICAL EQUIPMENT TO PERMIT READY AND SAFE OPERATION AND MAINTENANCE OF SUCH EQUIPMENT."

5. ALL ELECTRICAL EQUIPMENT SHALL BE LISTED FOR TERMINATION OF ELECTRICAL CONDUCTORS RATED 75°C

OR HIGHER.

6. CONTRACTOR TO SCAN FOR REBAR OR OTHER STRUCTURAL SUPPORT PRIOR TO CORE DRILLING OR WALL

MOUNTING EQUIPMENT.

7. UNDERGROUND GROUNDING CONDUCTORS TO BE BURIED AT A MINIMUM OF 30 INCHES BELOW GRADE.

8. GROUNDING BUS TO BE INSTALLED IN ELECTRICAL EQUIPMENT ROOMS, IN ROOMS HOUSING SERVICE EQUIPMENT, AND ELSEWHERE AS INDICATED. INSTALL BUS HORIZONTALLY, ON INSULATED SPACERS 2 INCH MINIMUM FROM WALL, 6 INCH MINIMUM ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED.

9. DRIVE GROUND RODS UNTIL TOPS ARE 2 INCHES BELOW FINISHED FLOOR OR FINAL GRADE UNLESS

OTHERWISE INDICATED.

A. INTERCONNECTED GROUND RODS WITH GROUNDING ELECTRODE CONDUCTOR

BELOW GRADE AND AS OTHERWISE INDICATED. MAKE CONNECTIONS WITHOUT

EXPOSING STEEL OR DAMAGING COATING IF ANY.

B. USE EXOTHERMIC WELDS FOR ALL BELOW GRADE CONNECTIONS.

10. GROUND RING: INSTALL A GROUNDING CONDUCTOR, ELECTRICALLY CONNECTED TO EACH INDICATED ITEM, EXTENDING AROUND THE PERIMETER OF THE ITEM INDICATED.

A. BURY GROUND RING NOT LESS THAN 24 INCH FROM BUILDING'S FOUNDATION.

B. FOR GROUND RING SYSTEM, INSTALL AT LEAST THREE RODS SPACED AT LEAST ONE-ROD LENGTH FROM

EACH OTHER AND LOCATED AT LEAST THE SAME DISTANCE FROM OTHER GROUNDING ELECTRODES, AND

CONNECT TO THE EQUIPMENT GROUNDING BUS.

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

03/30/23

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

23-0628

V3

PULL BOX

TO BE OF

COMPOSITE

TYPE

PULL BOX LID TO

BE SECURELY

BONDED TO

GROUND ROD IF

METALLIC

CRUSHED ROCK

ROOFING

PAPER LAYER

5/8 x 8' COPPER

GROUND ROD. IF

BOX IS COMPOSITE

WITH COMPOSITE

LID, GROUND ROD

IS NOT NEEDED

*V A R

IE

S

VARIES

(WIDTH TO MATCH

PULL BOX)

COMPACT 12"

OF NATIVE SOIL

MATERIAL TO

MINIMUM 95%

RELATIVE

COMPACTION

PER ASTM D1557

FLUSH

BOLTDOWN HOLES

WITH BOLTS (TYP)

1/2" THICK STEEL

DIAMOND PLATE

COVER FOR H-20

TRAFFIC LOADING,

MARKED "ELECTRIC"

*VARIES

CONCRETE

AREAS

ASPHALT CONCRETE

PAVEMENT AREAS

FLUSH

NOTES:

1. SEE SHEET E1.0 FOR PULL

BOX SIZE AND LOCATION.

2. CONTRACTOR TO CUT

HOLES REQUIRED FOR

CONDUIT AND GROUND

ROD.

3. PULL BOX TO COMPLY

WITH ASTM C858 FOR

DESIGN AND

MANUFACTURING

PROCESS.

4. RECAST CONCRETE PULL

BOX SHALL COMPLY WITH

THE SPECIFICATION

SECTION 26 05 43,

UNDERGROUND DUCTS

AND RACEWAYS FOR

ELECTRICAL SYSTEMS

(M

IN

(M

IN

2"

VARIES

(SEE PLAN)

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

SAWCUT T-SECTION AND MATCH ADJACENT

ASPHALT CONCRETE

METALLIC WARNING TAPE

95% MINIMUM RELATIVE

COMPACTED NATIVE

BACKFILL UNDER CONCRETE

AND ASPHALT AREAS, PER

ASTM D1557. 90% MINIMUM

RELATIVE COMPACTED

NATIVE BACKFILL UNDER

LANDSCAPE AREAS, PER

ASTM D1556 AND ASTM

D1557. SEE NOTE 3 ELECTRICAL CONDUIT,

SEE ELECTRICAL PLANS

FOR SIZE AND COUNT

(TYP). SEE NOTE 3

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

CONDUIT (SEE NOTE 1)

EXISTING ELECTRICAL CONDUIT WHERE

APPLICABLE

EXISTING ELECTRICAL

CONDUIT CROSSING

WHERE APPLICABLE

MINIMUM CONDUIT

BURIAL DEPTH

SHALL BE 24".

TRENCH RESURFACING

IN CONCRETE AREA

TRENCH RESURFACING

IN ASPHALT AREA

95% MINIMUM RELATIVE

COMPACTED NATIVE

MATERIAL IN TOP 2' OF

TRENCH

SAWCUT AND

MATCH

ADJACENT

CONCRETE

6"

(MIN)

CALTRANS CLASS 3

CONCRETE

EXISTING CONCRETE

6"

EXISTING ASPHALT CONCRETE PAVEMENT

EXISTING

CURB

6"

SEE NOTE 2

NOTES:

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

SERVICE CONDUCTORS THAT ARE

NOT ENCASED IN CONCRETE AND

THAT ARE BURIED 450MM (18") OR

MORE BELOW GRADE SHALL HAVE

THEIR LOCATION IDENTIFIED BY A

WARNING RIBBON THAT IS PLACED IN

THE TRENCH AT LEAST 300MM (12")

ABOVE THE UNDERGROUND

INSTALLATION.

2. APPLY SLURRY COAT IN A UNIFORM

THICKNESS IN ACCORDANCE WITH

ASTM D3910 AND ALLOW TO CURE

FOR A MINIMUM OF 5 DAYS. ROLL

SLURRY SEAL TO REMOVE RIDGES

AND PROVIDE A UNIFORM, SMOOTH

SURFACE.

3. DIRECT BURIED UTILITY TRENCH

BACKFILL SHALL COMPLY WITH THE

FOLLOWING SPECIFICATIONS:

- SECTION 31 20 00, EARTH MOVING

- SECTION 26 05 43, UNDERGROUND

DUCTS AND RACEWAYS FOR

ELECTRICAL SYSTEMS

- SECTION 32 12 16, ASPHALT PAVING

- SECTION 03 30 00, CAST-IN-PLACE

CONCRETE

3" CLEAN SAND BEDDING

TO BE PLACED BELOW

AND ABOVE CONDUIT

PER ASTM C33/C33M;

FINE AGGREGATE

EMERGENCY SHUT-OFF

EVCS-#

LOCATED IN/AT

(PANEL EV)

5"

1 2

4 "

(T Y P

4 "(T Y P

7 8

1 4

1 4

1 4

1 4

1 4

1 4

1 4

7 8

3 4

3 4

" 43

" 3

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.

PROPOSED PVC FROM

DISTRIBUTION PANEL TO

EVCS CHARGER

PROPOSED PVC FROM

DISTRIBUTION PANEL TO

EVCS CHARGER

C

E2.0

1'-3" 1'-3" 1'-3" 1'-3"

2'-6" 2'-6"

1'-10"

S E E N

O T E

PROPOSED 17x30x12D

PULL BOX PER DETAIL

#4 @ 12" O.C.

EACH WAY

CONCRETE

PAD

SCH. 40 PVC COUPLER

SCH. 40 PVC CONDUIT (TYP).

SEE NOTE 4

SCH. 40 PVC

CONDUIT

(AS NEEDED)

SCH. 40 PVC COUPLER

RIGID METALLIC

THREADED

CONDUIT

COUPLER

FINISHED

GRADE

RIGID METALLIC

CONDUIT

THREADED PLUG

SCH. 40 PVC

THREADED

MALE

ADAPTER

SCH. 40 PVC CONDUIT SWEEP,

SEE NOTE 2 AND 4

SEE NOTE 5

(K5)

(K3-K4)

(C1)

SEE NOTE 5

1'-3" 1'-3"

2'-6"

1'-10"

RIGID METALLIC

CONDUIT

THREADED PLUG

SCH. 40 PVC

THREADED

MALE

ADAPTER

RIGID METALLIC

THREADED

CONDUIT

COUPLER

#4 @ 12" O.C.

EACH WAY

SCH. 40 PVC COUPLER

SCH. 40 PVC CONDUIT (TYP).

SEE NOTE 4

SCH. 40 PVC COUPLER

SCH. 40 PVC CONDUIT SWEEP,

SEE NOTE 2 AND 4

DUAL AND SINGLE EV CHARGER

PLAN

DUAL AND SINGLE EV CHARGER DUAL AND SINGLE EV CHARGER

AA

PVC

ELECTRICAL

CONDUIT STUB

AND CAP

PVC

ELECTRICAL

CONDUIT STUB

AND CAP

1'-3" 1'-3" 1'-3" 1'-3" 1'-10"

2'-6" 2'-6"

1'-3"1'-3" 1'-10"

2'-6"

SECTION A-A

LINETYPE LEGEND

POWER AND GROUND

WIRES FOR EV

CHARGER (SEE

ELECTRICAL CONDUIT

PLAN ON SHEET [E1.0]

AND SINGLE LINE

DIAGRAM ON SHEET

[E3.0] FOR EXACT

WIRE SIZE)

PULL CORD FOR CAT6

CABLE. BTC POWER

TO INSTALL CAT6

CABLE DURING EV

CHARGER

INSTALLATION

PULL CORD FOR

POWER AND GROUND

WIRES. BTC POWER

TO PULL WIRES

THROUGH DURING EV

CHARGER

INSTALLATION

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 RADIUS OF 6" (MIN). RADIUS

SHALL BE INCREASED WHERE REQUIRED

PER NEC CHAPTER 9 .

3. MINIMUM CONDUIT COVER

REQUIREMENTS SHALL FOLLOW NEC

300.5 UNLESS OTHERWISE SPECIFIED.

4. EXACT CONDUIT TYPE AND SIZE MAY

VARY, REFER TO ELECTRICAL CONDUIT

SCHEDULE AND PLAN

5. CONTRACTOR TO LEAVE AN EXCESS OF

15 L.F. OF POWER AND GROUND WIRES

TO ENSURE BTC POWER HAS THE

REQUIRED LENGTH TO REACH THE

PROPOSED EV CHARGER CONNECTIONS.

Date Signed:

02-07-2023

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

02-07-2023 11

RF

DHELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

FRESNO AVCRAD

CALIFORNIA MILITARY DEPARTMENT

D ra w in g P -0

\S it e \f re s n o A v c ra d \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 \F re s n o A

V C

R A D 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 s c h h in a

F e b

:1 a m

Date Signed:

02-07-2023

5168 EAST DAKOTA AVE., FRESNO, CA 93727 PROJECT #: 000000000010704

V1

CONDUIT SECTIONS & DETAILS

E2.1

B

E2.1

TRAFFIC RATED PULL BOX

NOT TO SCALE

C

E2.1

DIRECT BURIED ELECTRICAL UTILITY TRENCH

NOT TO SCALE

D

E2.1

EMERGENCY SHUT-OFF LABEL

NOT TO SCALE

A

E2.1

MAKE READY INSTALLATION WITH STUB & CAP - SELECTION 2

NOT TO SCALE

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

03/30/23

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

23-0628

V3

M

EXISTING MAIN SWITCH BOARD "MSB",

2000 AMP BUS, 2000 AMP MAIN, 480Y/277V, 3Ø, 4W

PULL SECTION CT METERING SECTION

LANDING

LUGS (TYP)

MAIN

2000A 3P

FROM

UTILITY

TRANSFORMER

125A

PROPOSED

3P

TO EXISTING

CIRCUIT

TO EXISTING

CIRCUIT

YΔ

75kVA, 480-208Y/120V

3Ø, 4W (NEMA 3R)

NEW STEP DOWN

TRANSFORMER "TX-EV"

SERVICE CT METER AND MAIN SWITCHBOARD "EV", 400 AMP BUS, 250 AMP MAIN

208Y/120V, 3Ø, 4W, 22 kAIC MINIMUM

(NEMA 3R)

3" U.G. PVC TO

TRANSITION TO

3" A.G. RMC WITH

(4) 250 MCM Cu AND

(1) #2 Cu GND

1 2

40A 2P

40A 2P

3 4

40A 2P

40A 2P

3" U.G. RMC TO TRANSITION

TO 3" A.G. PVC WITH

(3) #1 Cu AND

(1) #6 Cu GND

5 6

40A 2P

40A 2P

7 8

40A 2P

40A 2P

9 10

40A 2P

40A 2P

MODEM 1 WITHIN

EVCS-1

(MODEM 1 TO SERVE

EVCS-1 THROUGH

EVCS-2)

PB-1

TO EVCS-1

CHARGE PORTS 1 & 2

(30 FLA + 30 FLA)

TO EVCS-2

CHARGE PORTS 3 & 4

(30 FLA + 30 FLA)

EVCS-2

COMMUNICATION

CONNECTION

PB-2 PB-3

TO EVCS-3

CHARGE PORTS 5 & 6

(30 FLA + 30 FLA)

TO EVCS-4

CHARGE PORTS 7 & 8

(30 FLA + 30 FLA)

MODEM 2 WITHIN

EVCS-3

(MODEM 2 TO SERVE

EVCS-3 THROUGH

EVCS-5)

EVCS-4

COMMUNICATION

CONNECTION

EVCS-5

COMMUNICATION

CONNECTION

TO EVCS-5

CHARGE PORTS 9 & 10

(30 FLA + 30 FLA)

1" U.G. PVC WITH

(4) #8 Cu AND

(1) #8 Cu GND

(TYP FOR EVCS-1

THROUGH EVCS-5)

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

(4) #8 Cu AND

(1) #8 Cu GND

(TYP FOR EVCS-1

THROUGH EVCS-5)

(1) CAT6 DATA CABLE

TO ENTER THROUGH THE SAME

1-1/2" PVC CONDUIT USED FOR

THE POWER AND GROUND WIRES

(TYP FOR EVCS-1 THROUGH

EVCS-2)

(1) CAT6 DATA CABLE

TO ENTER THROUGH THE

SAME 1-1/2" PVC CONDUIT

USED FOR THE POWER

AND GROUND WIRES

(TYP FOR EVCS-3

THROUGH EVCS-5)

M

PULL SECTION CT METERING SECTION

LANDING

LUGS (TYP)

MAIN

250A 3P

PROPOSED SERVICE CT METER AND MAIN SWITCHBOARD "EV"

BUS AMPS: 400 NEMA: 3R MFR: TBD LOC: FRESNO AVCRAD MTG: PEDESTAL MAIN AMPS: 250

PHASE: 3 WIRES: 4 VOLTS: 208Y/120V

FEEDER: (4) 250 MCM Cu AND

(1) #2 AWG Cu GND

FEEDER ENTRY AT: BOTTOM AIC RATING: 22,000A SYM.

DESCRIPTION

VOLT-AMPS

BKR TRIP CKT

L1 L2 L3

CKT BKR TRIP

VOLT-AMPS

DESCRIPTION

L1 L2 L3 L1 L2 L3

EVCS-1

CHARGE PORT 1

3120.0 0.0 0.0

1 2

3120.0 0.0 0.0 EVCS-1

CHARGE PORT 20.0 3120.0 0.0 3 4 0.0 3120.0 0.0

EVCS-2

CHARGE PORT 3

0.0 0.0 3120.0

5 6

0.0 0.0 3120.0 EVCS-2

CHARGE PORT 43120.0 0.0 0.0 7 8 3120.0 0.0 0.0

EVCS-3

CHARGE PORT 5

0.0 3120.0 0.0

9 10

0.0 3120.0 0.0 EVCS-3

CHARGE PORT 60.0 0.0 3120.0 11 12 0.0 0.0 3120.0

EVCS-4

CHARGE PORT 7

3120.0 0.0 0.0

13 14

3120.0 0.0 0.0 EVCS-4

CHARGE PORT 80.0 3120.0 0.0 15 16 0.0 3120.0 0.0

EVCS-5

CHARGE PORT 9

0.0 0.0 3120.0

17 18

0.0 0.0 3120.0 EVCS-5

CHARGE PORTS 103120.0 0.0 0.0 19 20 3120.0 0.0 0.0

- 0.0 0.0 0.0 - 21 22 - 0.0 0.0 0.0 -

- 0.0 0.0 0.0 - 23 24 - 0.0 0.0 0.0 -

CONNECTED LOAD > 12480.0 9360.0 9360.0 ESTIMATED TOTAL VOLT-AMPERES 12480.0 9360.0 9360.0 < CONNECTED LOAD

LINE 1 AMP: 208.0A L1 L2 L3 REMARKS:

LINE 2 AMP: 156.0A

24960.0 VA 18720.0 VA 18720.0 VA

65.7KVA TOTAL ESTIMATED CONNECTED LOAD: 227.9A @ 3PH, 208V

(AT 125% CONTINUOUS LOAD, 0.95 POWER FACTOR)LINE 3 AMP: 156.0A

EXISTING MAIN SWITCH BOARD "MSB"

BUS AMPS: 2,000 NEMA: 3R MFR: SQUARE D LOC: FRESNO AVCRAD MTG: PEDESTAL MAIN AMPS: 2,000

PHASE: 3 WIRES: 4 VOLTS: 480Y/277V FEEDER: UTILITY FEED FEEDER ENTRY AT: BOTTOM AIC RATING: 65,000A SYM.

DESCRIPTION

VOLT-AMPS

BKR TRIP CKT

L1 L2 L3

CKT BKR TRIP

VOLT-AMPS

DESCRIPTION

L1 L2 L3 L1 L2 L3

- - - - 1 2

EETF TRAILER POWER SUPPLY

- - - - 3 4 - - -

- - - - 5 6

METTS POWER SUPPLY

- - - - 7 8 - - -

- - - - 9 10

WATER BOOSTER PUMP

- - - - 11 12 - - -

- - - - 13 14

XFMER T2

- - - - 15 16 - - -

- - - - 17 18

XFMER T1

- - - - 19 20 - - -

- - - - 21 22

PANEL HA

- - - - 23 24 - - -

- - - - 25 26

HANEL

- - - - 27 28 - - -

- - - - 29 30

XFORMER FOR PORTABLES WEST

- - - - 31 32 - - -

DISTRIBUTION PANEL DP

33 34

- 24960.0 -

PROPOSED STEP DOWN TRANSFORMER "TX-EV"- - - 35 36 - - 18720.0

- - - 37 38 18720.0 - -

- - - 39 40 - - - - -

- - - 41 42 - - - - -

- - - 43 44 - - - - -

- - - - 45 46 - - - - -

- - - - 47 48 - - - - -

- - - - 49 50 - - - - -

- - - - 51 52 - - - - -

- - - - - 53 54 - - - - -

CONNECTED LOAD > - - - ESTIMATED TOTAL VOLT-AMPERES 18720.0 24960.0 18720.0 < CONNECTED LOAD

LINE 1 AMP: - L1 L2 L3 REMARKS:

LINE 2 AMP: -

18720.0 VA 24960.0 VA 18720.0 VA - KVA TOTAL ESTIMATED CONNECTED LOAD: 2000A @ 3PH, 480V

LINE 3 AMP: -

A B A B A B

X0

H1 H2 H3

PRIMARY

A

B

C

FROM

EXISTING

2000A MAIN

SWITCH

BOARD

X1 X2 X3

SECONDARY

H2

H1 H3

X1

X2

X0

X3

G

A

B

C

G

N

TO

PROPOSED

DISTRIBUTION

PANEL "EV"

#1/0 Cu

SYSTEM

BONDING

JUMPER

#2 BARE Cu

GROUND

ELECTRODE

CONDUCTOR

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

02-07-2023 11

RF

DHELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

FRESNO AVCRAD

CALIFORNIA MILITARY DEPARTMENT

D ra w in g P -0

\S it e \f re s n o A v c ra d \c o n st ru 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 \F re s n o A

V C

R A D d t0

.d w g E .0

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

C ir c u it s B

C F .c tb P lo t b y s c h h in a

F e b

:1 a m

Date Signed:

02-07-2023

5168 EAST DAKOTA AVE., FRESNO, CA 93727 PROJECT #: 000000000010704

V1

ELECTRICAL SCHEDULE & CIRCUITS

E3.0

A

E3.0

SINGLE LINE DIAGRAM

NOT TO SCALE

C

E3.0

PROPOSED DISTRIBUTION PANEL "EV" LOAD SCHEDULE

NOT TO SCALE

D

E3.0

EXISTING MAIN SWITCH BOARD "MSB" LOAD SCHEDULE

NOT TO SCALE

B

E3.0

PROPOSED 75kVA STEP DOWN

TRANSFORMER "TX-EV" WIRING DIAGRAM

NOT TO SCALE

17. CONTRACTOR TO MATCH MANUFACTURER SPECIFICATIONS AND KAIC RATING FOR NEW BREAKERS.

18. CONTRACTOR TO VERIFY THE EXISTING LOAD DRAWN BY EXISTING PANEL "MSB" AND VERIFY THAT THE

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

19. 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

20. 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

NOT…