Fresno_Plans.pdf

Date Signed:

06/20/2024

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF TRANSPORTATION

03/26/2024 16

DH

EO

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

DOT - DISTRICT 6 CALTRANS (FRESNO)

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

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PROJECT #: 000000000013151

PLAN CHECK NUMBER: 24-1980

Date Signed:

06/20/2024

1ST OSFM COMMENTS

1635 W. PINE AVE., FRESNO, CA 93728

V2

SFM PROJECT NUMBER- 24-1980

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.

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.

FLOOD ZONE NOTES:

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

CHANCE FLOOD; AREA OF 1% 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: 06019C1565H.

3. MAP EFFECTIVE DATE; FEBRUARY 18TH, 2009.

4. MAP IS FRESNO COUNTY, PANEL 1565.

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:

1635 W. PINE AVE.,

FRESNO, CA 93728

APN: 449-170-20T, 449-180-20T, 449-180-18T,

AND 449-180-17T

SCOPE OF EV IMPROVEMENT WORK:

1. SITE AND ELECTRICAL INFRASTRUCTURE IMPROVEMENTS FOR INSTALLATION OF EV

CHARGERS.

2. IMPACTED EXISTING PARKING = 7 TOTAL FLEET SPACES; 7 STANDARD FLEET SPACES

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

USE BY A DESIGNATED VEHICLE OR DRIVER.

OWNER/REPRESENTATIVE

INFORMATION:

STATE OF CALIFORNIA

1635 W. PINE AVE.,

FRESNO, CA 93728

EMAIL: SINA.ROUDBARI@DGS.CA.GOV

CONTACT: SINA ROUDBARIUTILITY 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) 4 8

TOTAL TOTAL EVCS(S) = 5 TOTAL PORT(S) = 9

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 I:

SINA ROUDBARI

OFFICE OF SUSTAINABILITY - CLEAN TRANSPORTATION UNIT

DEPARTMENT OF GENERAL SERVICES (DGS)

CELL: (279) 799-4343

EMAIL: SINA.ROUDBARI@DGS.CA.GOV

TITLE SHEET

T1.0

SHEET INDEX

SHEET NO. TITLE

T1.0 TITLE SHEET

C1.0 OVERALL SITE PLAN

C2.0 DEMOLITION PLAN

C2.1 DEMOLITION PLAN

C3.0 SITE PLAN

C3.1 SITE PLAN

C4.0 DETAILS

E1.0 ELECTRICAL CONDUIT PLAN

E1.1 ELECTRICAL CONDUIT PLAN

E2.0 CONDUIT SECTIONS & DETAILS

E3.0 ELECTRICAL SCHEDULE & CIRCUITS

E3.1 ELECTRICAL SCHEDULE & CIRCUITS

R1.0 REFERENCE DRAWINGS

R1.1 REFERENCE DRAWINGS

R1.2 REFERENCE DRAWINGS

R2.0 TITLE 24 DOCUMENTS

TOTAL NUMBER OF SHEETS = 16

LOCATION MAP

NOT TO SCALE

W PINE AVE

N G

O

LD

E N S

TA

TE

B

LV

D

W MCKINLEY AVE

G O L D E N S

T A T E H

W Y

PROJECT

LOCATION

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

09/13/24

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

24-1980

DOT D6 - Electric Vehicle Supply Equipment – Madera and Fresno PN: 000000000013151, Date: 11/15/24

PROJECT LOCATION 1 SEE

DEMOLITION PLAN ON SHEET

C2.0, SITE PLAN ON SHEET

C3.0, AND ELECTRICAL

CONDUIT PLAN ON SHEET E1.0

LP

LP

PP

LP

PP PP PP

PP

PP

PP

LP

EPB

EPB

RS RS RS RS RS RS RS RS

RSRS RS RS RS RS RS RS

EPB

EPB

OWNER: SCOTT ETTNER

APN: 449-180-14

OWNER: AMARJEET

SINGH

APN: 449-180-34

OWNER: RONALD D

EATON

APN: 449-180-37

OWNER: DAMM HENRY &

BEVERLY TRUSTEES

APN: 449-180-04

OWNER: 1546-1616 PINE

AVE INVESTMENTS LLC

APN: 449-180-03

OWNER: FLAKE

INVESTMENTS LLC

APN: 449-170-04

OWNER:

PARAMJIT K BRAR

APN: 449-170-06

OWNER:

WEST CARL D &

ANDREA S TRUSTEES

APN: 449-170-01

OWNER: AHBH LLC

TOWA LLC

APN: 449-180-41

OWNER: AHBH

LLC TOWA LLC

APN: 449-180-43

G O L D E N S

T A T E H

W Y

W PINE AVE

N G

O

LD

E N S

TA

TE

B

LV

D N W

E B E R A

V E

OWNER: STATE OF

CALIFORNIA

APN: 449-170-20T

OWNER: STATE OF

CALIFORNIA

APN: 449-180-20T

OWNER: STATE

OF CALIFORNIA

APN:

449-180-18T

OWNER: STATE OF

CALIFORNIA

APN: 449-180-19T

OWNER: STATE OF

CALIFORNIA

APN: 449-180-17T

OWNER: STATE OF

CALIFORNIA

APN: 449-180-28T N

W

E S T A

V E

OWNER: FRESNO

METROPOLITAN

FLOOD CONTROL

DISTRI

APN: 449-070-02T

OWNER: STATE OF

CALIFORNIA

APN: 449-070-03T

PROJECT LOCATION 2 SEE

DEMOLITION PLAN ON SHEET

C2.1, SITE PLAN ON SHEET

C3.1, AND ELECTRICAL

CONDUIT PLAN ON SHEET E1.1

OWNER: STATE OF

CALIFORNIA

APN: 449-180-21T

OVERALL SITE PLAN

C1.0

SYMBOL LEGEND:

EXISTING PROPERTY LINE

AREA OF WORK

SCALE IN FEET

50 100 150 300

SCALE: 1"=150'

Date Signed:

06/20/2024

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF TRANSPORTATION

03/26/2024 16

DH

EO

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

DOT - DISTRICT 6 CALTRANS (FRESNO)

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P -0

\S it e \C a lt ra n s W

P in e A v e F re s n o C

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

D

O T D is tr ic t C a lt ra n s F re s n o s i0

.d w g C .0

O v e ra ll S it e M a p B

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

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PROJECT #: 00000000001 31 511635 W. PINE AVE., FRESNO, CA 93728

V2

SFM PROJECT NUMBER- 24-1980

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

09/13/24

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

24-1980

EXISTING SERVICE METER

1004486703 200A, 120V/208Y, 3Ø 4W

EXISTING OVERHEAD TRANSFORMER

120V/208Y, 3Ø, 4W, 45KVA

LP

LP

PP

LP

PP

PP

EPB

MH

MH

OE

OE

OE

OE

OE

OE

OE

OE OE OE OE OE OE OE OE OE

(TYP)

(TYP)

(TYP)

DEMOLITION PLAN

C2.0

SCALE IN FEET

0 5 10 20

SCALE: 1"=10'

EXISTING SYMBOL LEGEND:

ELECTRICAL PULL BOX

INTERNATIONAL SYMBOL OF

ACCESSIBILITY

LIGHT POST

POWER POLE

ROLL GATE

SIGN

TREE

UNKNOWN MANHOLE

WHEELSTOP

EXISTING ASPHALT CONCRETE

PAVEMENT

EXISTING BUILDING

EXISTING CONCRETE

CHAIN LINK FENCE

BUILDING OVERHANG

STRIPING

OVERHEAD ELECTRICAL LINE

EPB

LP

PP

OE

DEMOLITION NOTES:

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

GENERALLY CONSIDERED TO BE THE MINIMUM REMOVAL

REQUIREMENTS. CONTRACTOR MUST COORDINATE AS NOTED IN

THE LEGEND.

2. CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLISHED

MATERIALS OFF SITE.

3. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY

IMPROVEMENTS NOT SPECIFICALLY DESIGNATED FOR REMOVAL.

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

AT AN APPROXIMATE LOCATION. THE EXTENT, LOCATIONS AND SIZES

ARE UNKNOWN. THE CONTRACTOR SHALL POTHOLE TO LOCATE AND

VERIFY THE UNDERGROUND UTILITY LINES PRIOR TO REMOVAL.

5. CONTRACTOR TO PROTECT AND PRESERVE IN PLACE ANY FOUND

SURVEY MONUMENTS. ANY MONUMENTS DISTURBED SHALL BE

RESET BY A LICENSED SURVEYOR AND THE APPROPRIATE

PAPERWORK FILED WITH THE CITY OR COUNTY.

6. ALL HAZARDOUS MATERIALS ENCOUNTERED DURING SITE

DEMOLITION SHALL BE REMEDIATED AND DISPOSED OF PER STATE

AND EPA REQUIREMENTS.

7. CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL UTILITY

AGENCIES PRIOR TO THE START OF ANY DEMOLITION OR

CONSTRUCTION.

8. ANY EXISTING UTILITIES AND/OR IMPROVEMENTS THAT BECOME

DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY

RESTORED TO THE SATISFACTION OF THE OWNER AND AGENCY

HAVING AUTHORITY, AT THE CONTRACTOR'S SOLE EXPENSE.

DEMOLITION LEGEND:

PROTECT EXISTING ASPHALT CONCRETE

PAVEMENT TO REMAIN

PROTECT EXISTING BUILDING TO REMAIN

PROTECT EXISTING CHAIN LINK FENCE TO REMAIN

PROTECT EXISTING CONCRETE CURB TO REMAIN

PROTECT EXISTING CONCRETE SIDEWALK TO

REMAIN

PROTECT EXISTING CONCRETE WHEELSTOP TO

REMAIN

PROTECT EXISTING SIGN TO REMAIN

PROTECT EXISTING TREE AND ROOTS TO REMAIN

PROTECT EXISTING UTILITY TO REMAIN

REMOVE AND LAWFULLY DISPOSE OF ASPHALT

CONCRETE PAVEMENT: 240 S.F.

REMOVE AND LAWFULLY DISPOSE OF CONCRETE

CURB: 3 S.F.

REMOVE AND LAWFULLY DISPOSE OF CONCRETE:

14 S.F.

REMOVE AND LAWFULLY DISPOSE OF LANDSCAPE:

74 S.F.

SAWCUT

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

LOCATION 1

Date Signed:

06/20/2024

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF TRANSPORTATION

03/26/2024 16

DH

EO

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

DOT - DISTRICT 6 CALTRANS (FRESNO)

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P -0

\S it e \C a lt ra n s W

P in e A v e F re s n o C

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

D

O T D is tr ic t C a lt ra n s F re s n o ts

.d w g C .0

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

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

A u g

:5 a m

PROJECT #: 0000000000131511635 W. PINE AVE., FRESNO, CA 93728

V2

SFM PROJECT NUMBER- 24-1980

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

09/13/24

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

24-1980

EXISTING 1010267110 SERVICE CT

METER MAIN SWITCHBOARD

800A, 120V/208Y, 3Ø 4W

EXISTING PANEL "A"

225A, 120V/208Y, 3Ø 4W

EXISTING PANEL "B"

225A, 120V/208Y, 3Ø 4W

EXISTING OVERHEAD

TRANSFORMER

120V/208Y, 3Ø, 4W, 75KVA

PP

PP

LP

EPB

EPB

RS RS RS RS RS RS RS RS

RSRS RS RSRS RS RSRS

EPB

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

6 (TYP)

4 4

5 5

DEMOLITION PLAN

C2.1

SCALE IN FEET

0 5 10 20

SCALE: 1"=10'

EXISTING SYMBOL LEGEND:

DOOR/GATE

ELECTRICAL PULL BOX

LIGHT POST

POWER POLE

ROLL GATE

TREE

EXISTING ASPHALT CONCRETE

PAVEMENT

EXISTING BUILDING

EXISTING CONCRETE

CHAIN LINK FENCE

STRIPING

OVERHEAD ELECTRICAL LINE

EPB

LP

PP

OE

DEMOLITION NOTES:

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

GENERALLY CONSIDERED TO BE THE MINIMUM REMOVAL

REQUIREMENTS. CONTRACTOR MUST COORDINATE AS NOTED IN

THE LEGEND.

2. CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLISHED

MATERIALS OFF SITE.

3. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY

IMPROVEMENTS NOT SPECIFICALLY DESIGNATED FOR REMOVAL.

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

AT AN APPROXIMATE LOCATION. THE EXTENT, LOCATIONS AND SIZES

ARE UNKNOWN. THE CONTRACTOR SHALL POTHOLE TO LOCATE AND

VERIFY THE UNDERGROUND UTILITY LINES PRIOR TO REMOVAL.

5. CONTRACTOR TO PROTECT AND PRESERVE IN PLACE ANY FOUND

SURVEY MONUMENTS. ANY MONUMENTS DISTURBED SHALL BE

RESET BY A LICENSED SURVEYOR AND THE APPROPRIATE

PAPERWORK FILED WITH THE CITY OR COUNTY.

6. ALL HAZARDOUS MATERIALS ENCOUNTERED DURING SITE

DEMOLITION SHALL BE REMEDIATED AND DISPOSED OF PER STATE

AND EPA REQUIREMENTS.

7. CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL UTILITY

AGENCIES PRIOR TO THE START OF ANY DEMOLITION OR

CONSTRUCTION.

8. ANY EXISTING UTILITIES AND/OR IMPROVEMENTS THAT BECOME

DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY

RESTORED TO THE SATISFACTION OF THE OWNER AND AGENCY

HAVING AUTHORITY, AT THE CONTRACTOR'S SOLE EXPENSE.

DEMOLITION LEGEND:

PROTECT EXISTING ASPHALT CONCRETE

PAVEMENT TO REMAIN

PROTECT EXISTING BUILDING TO REMAIN

PROTECT EXISTING CHAIN LINK FENCE TO REMAIN

PROTECT EXISTING CONCRETE CURB TO REMAIN

PROTECT EXISTING CONCRETE TO REMAIN

PROTECT EXISTING TREE AND ROOTS TO REMAIN

PROTECT EXISTING UTILITY TO REMAIN

REMOVE AND LAWFULLY DISPOSE OF ASPHALT

CONCRETE PAVEMENT: 68 S.F.

REMOVE AND LAWFULLY DISPOSE OF CONCRETE

CURB: 1 S.F.

REMOVE AND LAWFULLY DISPOSE OF CONCRETE:

85 S.F.

REMOVE AND LAWFULLY DISPOSE OF LANDSCAPE:

103 S.F.

SAWCUT

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

LOCATION 2

Date Signed:

06/20/2024

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF TRANSPORTATION

03/26/2024 16

DH

EO

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

DOT - DISTRICT 6 CALTRANS (FRESNO)

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P -0

\S it e \C a lt ra n s W

P in e A v e F re s n o C

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

D

O T D is tr ic t C a lt ra n s F re s n o ts

.d w g C .1

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

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

A u g

:5 a m

PROJECT #: 0000000000131511635 W. PINE AVE., FRESNO, CA 93728

V2

SFM PROJECT NUMBER- 24-1980

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

09/13/24

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

24-1980

EXISTING SERVICE METER

1004486703 200A, 120V/208Y, 3Ø 4W

EXISTING OVERHEAD TRANSFORMER

120V/208Y, 3Ø, 4W, 45KVA

LP

LP

PP

LP

PP

PP

EPB

MH

MH

3'-

4"±

1 2 3 4

A

PB

B

C

(TYP)

D

E

(TYP)

G

F

(TYP)

9'

(TYP)

H

18' 2'-11"

(T Y P

27'±

6"

6"

4'-7"± 3'-6" 2' 3'-6" 4'-5"±

SITE PLAN

C3.0

SCALE IN FEET

0 5 10 20

SCALE: 1"=10'

A

C3.0

ENLARGED VIEW FOR EVCS WHEELSTOP SPACING

SCALE: 1"=2'

CONSTRUCTION LEGEND:

2' WIDE ELECTRICAL UTILITY

TRENCH. TRENCH, BACKFILL AND

RESURFACING PER DETAIL [B/E2.0]

BACKFILL TRENCH IN AREAS

UNDER EXISTING CURB OR CURB

AND GUTTER TO REMAIN WITH 2

SACK CEMENT SLURRY MIX PER

SPECIFICATIONS. SUPPORT

SUSPENDED CURB AS REQUIRED

DURING EXCAVATION.

ALTERNATIVE OPTION TO REMOVE

AND REPLACE EXISTING CURB

PER DETAIL [B/C4.0] AT

CONTRACTOR'S DISCRETION

CONSTRUCT CONCRETE PAD PER

DETAIL [D/E2.0] FOR MAKE READY

INSTALLATION WITH STUB & CAP

CONSTRUCT EQUIPMENT PAD PER

DETAIL [D/C4.0]

FURNISH AND INSTALL CONCRETE

WHEELSTOPS PER DETAIL [C/C4.0]

FURNISH AND INSTALL FIXED

FLEET CHARGING SIGN PER

DETAIL [A/C4.0]

SEE ELECTRICAL CONDUIT PLAN

FOR ADDITIONAL ELECTRICAL

IMPROVEMENTS

SEE ENLARGED VIEW FOR EVCS

WHEELSTOP SPACING [A/C3.0]

PROPOSED CHARGEPOINT [MODEL

CP6011B-80A-L7-CHIP] SINGLE

CHARGE PORT PEDESTAL STYLE

CHARGERS TO BE INSTALLED BY

OTHERS. SEE DETAILS [A/R1.1]

AND [D/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]

AND [D/R1.0] (SHOWN FOR

REFERENCE ONLY)

LIMITS OF ASPHALT CONCRETE

PAVEMENT IMPROVEMENTS

LIMITS OF CONCRETE

IMPROVEMENTS

A

B

C

D

E

F

G

H

LOCATION 1

Date Signed:

06/20/2024

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF TRANSPORTATION

03/26/2024 16

DH

EO

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

DOT - DISTRICT 6 CALTRANS (FRESNO)

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P -0

\S it e \C a lt ra n s W

P in e A v e F re s n o C

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

D

O T D is tr ic t C a lt ra n s F re s n o s i0

.d w g C .0

S it e

G ra d in g P la n B

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

A u g

:5 a m

PROJECT #: 0000000000131511635 W. PINE AVE., FRESNO, CA 93728

V2

SFM PROJECT NUMBER- 24-1980

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 72 Y FLEET

2 PEDESTAL DUAL 72 Y FLEET

NOTES:

- (FLA) STANDS FOR, FULL LOAD AMPS

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

1 2

3 4

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

09/13/24

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

24-1980

EXISTING 1010267110 SERVICE CT

METER MAIN SWITCHBOARD

800A, 120V/208Y, 3Ø 4W

EXISTING PANEL "A"

225A, 120V/208Y, 3Ø 4W

EXISTING PANEL "B"

225A, 120V/208Y, 3Ø 4W

EXISTING OVERHEAD

TRANSFORMER

120V/208Y, 3Ø, 4W, 75KVA

PP

PP

LP

EPB

EPB

RS RS RS RS RS RS RS RS

RSRS RS RS RS RS RS RS

EPB

BOBO

BOBO BOBO

BOBO

123'-10"±

5 6 7 8 9

A

B

C

D

E

H

A H

(TYP)(TYP)

9'

(TYP)

26'±

(T Y P

F

(TYP)

G

18' 13'-6"

6'-9"±

BOBO

2'-3" 2'-3"

8' 2' 8'

SITE PLAN

C3.1

SCALE IN FEET

0 5 10 20

SCALE: 1"=10'

CONSTRUCTION LEGEND:

2' WIDE ELECTRICAL UTILITY TRENCH. TRENCH,

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

BACKFILL TRENCH IN AREAS UNDER EXISTING CURB

OR CURB AND GUTTER TO REMAIN WITH 2 SACK

CEMENT SLURRY MIX PER SPECIFICATIONS.

SUPPORT SUSPENDED CURB AS REQUIRED DURING

EXCAVATION. ALTERNATIVE OPTION TO REMOVE

AND REPLACE EXISTING CURB PER DETAIL [B/C4.0]

AT CONTRACTOR'S DISCRETION

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

FOR MAKE READY INSTALLATION WITH STUB & CAP

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

FURNISH AND INSTALL FIXED FLEET CHARGING

SIGN PER DETAIL [A/C4.0]

FURNISH AND INSTALL FIXED BOLLARDS PER DETAIL

[E/C4.0]

SEE ENLARGED VIEW FOR EVCS BOLLARD SPACING

[A/C3.1]

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 DETAILS [A/R1.1] AND [D/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] AND [D/R1.0] (SHOWN

FOR REFERENCE ONLY)

PROPOSED GREEN STRIPING IMPROVEMENTS

LIMITS OF ASPHALT CONCRETE PAVEMENT

IMPROVEMENTS

LIMITS OF CONCRETE IMPROVEMENTS

A

B

C

D

E

F

G

H

A

C3.1

ENLARGED VIEW FOR EVCS BOLLARD SPACING

SCALE: 1"=2'

LOCATION 2

Date Signed:

06/20/2024

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF TRANSPORTATION

03/26/2024 16

DH

EO

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

DOT - DISTRICT 6 CALTRANS (FRESNO)

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P -0

\S it e \C a lt ra n s W

P in e A v e F re s n o C

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

D

O T D is tr ic t C a lt ra n s F re s n o s i0

.d w g C .1

S it e

G ra d in g P la n B

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

A u g

:5 a m

PROJECT #: 0000000000131511635 W. PINE AVE., FRESNO, CA 93728

V2

SFM PROJECT NUMBER- 24-1980

PROPOSED EV CHARGER

EVCS-#

WALL/PEDESTAL

MOUNT EVCS

SINGLE/DUAL

EVCS

CHARGE PORT #

POWER

SELECT

(FLA)

POWER

SHARE

(Y / N/A)

CHARGE PORT

TYPE

3 PEDESTAL DUAL 72 Y FLEET

4 PEDESTAL DUAL 72 Y FLEET

5 PEDESTAL SINGLE 72 N/A FLEET

NOTES:

- (FLA) STANDS FOR, FULL LOAD AMPS

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

5 6

7 8

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

09/13/24

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

24-1980

DETAILS

C4.0

SECTION A-A

PLAN VIEW

A

A 2 M

IN

M

A X

3'(MIN) - 4'(MAX)

6" 9" 9"

2 EACH 5/8" HOLE

FOR 1/2" REBAR

2"

M

IN

1 2 M

A X

1 2 " 1

"(MIN)

8"(MAX)

PRECAST CONCRETE

WHEELSTOP

1/2" RADIUS

CORNER (TYP)

1/2"X12" REBAR ANCHOR

EMBEDDED INTO

PAVEMENT

FINISHED

SURFACE

PRECAST CONCRETE

WHEELSTOP

FACE OF CURB OR EDGE OF SIDEWALK

GREEN PARKING

STALL STRIPE

C

C4.0

CONCRETE WHEELSTOP

NOT TO SCALE

WRAP DOWEL BAR WITH

PAPER AND APPLY BOND

BREAKER

4"

18"

SIMPSON SET-XP HIGH-STRENGTH

ANCHORING ADHESIVE (ICC ESR-2508)

EXISTING CONCRETE CURB PROPOSED CONCRETE

CURB

SECTION A-A

10"

6"

VARIES, (SEE PLAN)

FINISHED

GRADE

CONCRETE

1/2" RADIUS

IN PLANTER AREAS = 2"

IN TURF SOD AREAS = 1/2"

IN TURF SEED AREAS = 0"

#4 SMOOTH DOWEL

SEE SECTION A-A.

A

A

#4 CONT., TYP

B

C4.0

CONCRETE CURB

NOT TO SCALE

FINISHED CONCRETE

OR GROUND SURFACE

2" SCH. 40 GALV. STEEL POST

18 GA STEEL WITH FIELD OF

GREEN, 1/2" WHITE BORDER,

AND WHITE LETTERING, ALL

OF REFLECTIVE SHEETING

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

LOCK WASHER 1-1/2" FROM TOP

AND BOTTOM OF SIGN

GALV.

STEEL POST

CAP

CONCRETE

12"

(M

IN

C L E A R

M

IN

8"

A

C4.0

FIXED FLEET CHARGING SIGN

NOT TO SCALE

3'-8"

3" CLR.

(TYP)

1'

(TYP)

C

L R

(T

Y P

(T Y P

C

L R

(T

Y P

3" CLR.

(TYP)

3'-8"

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

3'-8"

COMPACT 12" OF NATIVE SOIL MATERIAL TO MINIMUM

95% RELATIVE COMPACTION PER ASTM D1557

SECTION A-A

A A

#4 @ 12" O.C.

BOTH WAYS3

C

L R

(M

IN

D

C4.0

EQUIPMENT PAD - 3'-8"x5'

NOT TO SCALE

24"

(M

IN

4" GALVANIZED STEEL POST

(WEIGHT = 9.1 LBS/FT) SEE

PLAN FOR LOCATION. POST

TO BE CONCRETE FILLED

3" WIDE REFLECTING TAPE

PROVIDE GALVANIZED 4" POST

CAP FITTING SECURED TO POST

FINISHED

SURFACE

CLASS "B" CONCRETE

FOOTING

PAINT SAFETY

YELLOW

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.

E

C4.0

FIXED BOLLARD

NOT TO SCALE

Date Signed:

06/20/2024

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF TRANSPORTATION

03/26/2024 16

DH

EO

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

DOT - DISTRICT 6 CALTRANS (FRESNO)

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P -0

\S it e \C a lt ra n s W

P in e A v e F re s n o C

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

D

O T D is tr ic t C a lt ra n s F re s n o d t0

.d w g C .0

D e ta ils B

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

A u g

:5 a m

PROJECT #: 0000000000131511635 W. PINE AVE., FRESNO, CA 93728

V2

SFM PROJECT NUMBER- 24-1980

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

09/13/24

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

24-1980

6'

3'-8" 1'-2"1'-2"

OE

OE

OE

OE

OE

OE OE OE OE OE OE OE OE OE

3'-

4"±

EXISTING SERVICE METER

1004486703 200A, 120V/208Y, 3Ø 4W

EXISTING OVERHEAD TRANSFORMER

120V/208Y, 3Ø, 4W, 45KVA

LP

LP

PP

LP

PP

PP

EPB

MH

MH

PB

(K1-K2)

(K3-K4)

EVCS-2

EVCS-1

1 2 3 4

A

B

C

D

E (TYP)

F

(TYP)

G

H

I

(K4)

18'2'-11" 27'±

SEE NOTE 12

ELECTRICAL CONDUIT PLAN

E1.0

A

E1.0

ENLARGED VIEW OF

GROUNDING RING (LOCATION 1)

SCALE: 1"=2'

B

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 200A SERVICE METER

PROPOSED 200A DISTRIBUTION

PANEL "EV-1"

(4) #3/0 AWG Cu, (1) #6 AWG Cu GND 225 2.2% 3-1/2" RMC/PVC

K2 EXISTING 200A SERVICE METER

PROPOSED 200A DISTRIBUTION

PANEL "EV-1"

- 225 - 3-1/2" RMC/PVC SPARE

K3

PROPOSED 200A DISTRIBUTION

PANEL "EV-1"

EVCS-1

(2) #3 AWG Cu, (1) #8 AWG Cu GND, TAGGED

(EVCS-1, L1, L2, GROUND)

PULL, (1) PULL TAPE THROUGH AND LEAVE

WITHIN CONDUIT FOR FUTURE USE

32 0.5% 2-1/2" PVC

K4

PROPOSED 200A DISTRIBUTION

PANEL "EV-1"

EVCS-2

(2) #3 AWG Cu, (1) #8 AWG Cu GND, TAGGED

(EVCS-2, L1, L2, GROUND)

PULL, (1) PULL TAPE THROUGH AND LEAVE

WITHIN CONDUIT FOR FUTURE USE

50 0.8% 2-1/2" 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 BREAKERS INSTALLED UNDER THIS DESIGN SHALL BE ABLE TO BE

LOCKED IN THE OPEN POSITION PER NEC 625.43 AND 110.25.

ELECTRICAL LEGEND:

#2/0 AWG BARE COPPER GROUND WIRE

GROUNDING RING

EXISTING SERVICE METER. 208Y/120V, 200

AMP BUS, 200 AMP MAIN, 3Ø, 4W, PER DETAIL

[A/E3.0] AND [C/E3.0]

FURNISH AND INSTALL 208Y/120V, 200 AMP

BUS, 200 AMP MAIN, 3Ø, 4W, DISTRIBUTION

PANEL "EV-1" PER DETAIL [E/E2.0]

FURNISH AND INSTALL 18"x24"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 [C/E2.0]

FURNISH AND INSTALL MAKE READY

INSTALLATION WITH STUB & CAP.

CONSTRUCT PER DETAIL [D/E2.0] AND NOTE

GROUND ROD 12" (MIN) BELOW SURFACE

SEE DETAIL [G/E2.0] FOR THE FURNISHING

AND INSTALLATION OF ABOVE GRADE RMC

CONDUIT. SEE CONDUIT SCHEDULE FOR

COUNT AND CONDUIT SIZE

SEE DETAIL [B/E2.0] FOR THE FURNISHING

AND INSTALLATION OF BELOW GRADE PVC

CONDUIT. SEE CONDUIT SCHEDULE FOR

COUNT AND CONDUIT SIZE

SEE ENLARGED VIEW OF GROUNDING RING

(LOCATION 1) [A/E1.0]

PROPOSED DISTRIBUTION PANEL "EV-1"

PROPOSED CHARGEPOINT [MODEL

CP6011B-80A-L7-CHIP] SINGLE CHARGE

PORT PEDESTAL STYLE CHARGERS TO BE

INSTALLED BY OTHERS. SEE DETAILS

[A/R1.1] AND [D/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] AND [D/R1.0]

(SHOWN FOR REFERENCE ONLY)

PROPOSED PULL BOX

3/4" x 10' COPPER CLAD GROUND ROD

BURIED BARE COPPER GROUND WIRE

ELECTRICAL CONDUIT; SIZE AND COUNT AS

NOTED

A

B

C

D

E

F

G

H

I

PB

SCALE IN FEET

0 5 10 20

SCALE: 1"=10'

LOCATION 1

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF TRANSPORTATION

03/26/2024 16

DH

EO

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

DOT - DISTRICT 6 CALTRANS (FRESNO)

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P -0

\S it e \C a lt ra n s W

P in e A v e F re s n o C

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

D

O T D is tr ic t C a lt ra n s F re s n o e l0

.d w g E .0

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

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

A u g

:5 a m

PROJECT #: 000000000013151

PLAN CHECK NUMBER: 24-1980

Date Signed:

06/20/2024

1ST OSFM COMMENTS

1635 W. PINE AVE., FRESNO, CA 93728

V2

SFM PROJECT NUMBER- 24-1980

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 72 Y FLEET

2 PEDESTAL DUAL 72 Y FLEET

NOTES:

- (FLA) STANDS FOR, FULL LOAD AMPS

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

1 2

3 4

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

09/13/24

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

24-1980

3'-8"

10'

10'

3'-3"

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

13'-6"

BOBO

BOBO BOBO

BOBO

EXISTING 1010267110 SERVICE CT

METER MAIN SWITCHBOARD

800A, 120V/208Y, 3Ø 4W

EXISTING PANEL "A"

225A, 120V/208Y, 3Ø 4W

EXISTING PANEL "B"

225A, 120V/208Y, 3Ø 4W

EXISTING OVERHEAD

TRANSFORMER

120V/208Y, 3Ø, 4W, 75KVA

PP

PP

LP

EPB

EPB

RS RS RS RS RS RS RS RS

RSRS RS RS RS RS RSRS

EPB

EVCS-3

EVCS-4

EVCS-5

(K5-K6)

(K7-K9)

18'

123'-10"±

5 6 7 8 9

B C

E (TYP)

F

G

H

A

E (TYP)

G

(K8-K9) (K9)

26'±

ELECTRICAL CONDUIT PLAN

E1.1

B

E1.1

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

K5

EXISTING 500A SERVICE CT

METER AND MAIN SWITCHBOARD

PROPOSED DISTRIBUTION

PANEL "EV-2"

(4) #3/0 AWG Cu, (1) #6 AWG Cu GND 176 1.6% 3" RMC/PVC

K6

EXISTING 500A SERVICE CT

METER AND MAIN SWITCHBOARD

PROPOSED DISTRIBUTION

PANEL "EV-2"

- 176 - 3" RMC/PVC SPARE

K7

PROPOSED DISTRIBUTION PANEL

"EV-2"

EVCS-3

(2) #3 AWG Cu, (1) #8 AWG Cu GND, TAGGED

(EVCS-3, L1, L2, GROUND)

PULL, (1) PULL TAPE THROUGH AND LEAVE

WITHIN CONDUIT FOR FUTURE USE

71 1.1% 2-1/2" PVC

K8

PROPOSED DISTRIBUTION PANEL

"EV-2"

EVCS-4

(2) #3 AWG Cu, (1) #8 AWG Cu GND, TAGGED

(EVCS-4, L1, L2, GROUND)

PULL, (1) PULL TAPE THROUGH AND LEAVE

WITHIN CONDUIT FOR FUTURE USE

89 1.4% 2-1/2" PVC

K9

PROPOSED DISTRIBUTION PANEL

"EV-2"

EVCS-5

(2) #3 AWG Cu, (1) #8 AWG Cu GND, TAGGED

(EVCS-5, L1, L2, GROUND)

PULL, (1) PULL TAPE THROUGH AND LEAVE

WITHIN CONDUIT FOR FUTURE USE

102 1.6% 2-1/2" 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.

ELECTRICAL LEGEND:

#2/0 AWG BARE COPPER GROUND WIRE GROUNDING RING

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

800 AMP BUS, 500 AMP MAIN, 3Ø, 4W

FURNISH AND INSTALL 208Y/120V, 200 AMP BUS, 200 AMP MAIN, 3Ø,

4W, DISTRIBUTION PANEL "EV-2" PER DETAIL [F/E2.0]

FURNISH AND INSTALL MAKE READY INSTALLATION WITH STUB &

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

GROUND ROD 12" (MIN) BELOW SURFACE

SEE DETAIL [G/E2.0] FOR THE FURNISHING AND INSTALLATION OF

ABOVE GRADE RMC CONDUIT. SEE CONDUIT SCHEDULE FOR

COUNT AND CONDUIT SIZE

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

BELOW GRADE PVC CONDUIT. SEE CONDUIT SCHEDULE FOR

COUNT AND CONDUIT SIZE

SEE ENLARGED VIEW OF GROUNDING RING (LOCATION 2) [A/E1.1]

PROPOSED DISTRIBUTION PANEL "EV-2"

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

CHARGE PORT PEDESTAL STYLE CHARGERS TO BE INSTALLED BY

OTHERS. SEE DETAILS [A/R1.1] AND [D/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] AND [D/R1.0]

(SHOWN FOR REFERENCE ONLY)

3/4" x 10' COPPER CLAD GROUND ROD

BURIED BARE COPPER GROUND WIRE

ELECTRICAL CONDUIT; SIZE AND COUNT AS NOTED

A

B

C

D

E

F

G

H

SCALE IN FEET

0 5 10 20

SCALE: 1"=10'

A

E1.1

ENLARGED VIEW OF

GROUNDING RING (LOCATION 2)

SCALE: 1"=2'

LOCATION 2

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF TRANSPORTATION

03/26/2024 16

DH

EO

ELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

DOT - DISTRICT 6 CALTRANS (FRESNO)

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P -0

\S it e \C a lt ra n s W

P in e A v e F re s n o C

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

D

O T D is tr ic t C a lt ra n s F re s n o e l0

.d w g E .1

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

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

A u g

:5 a m

PROJECT #: 000000000013151

PLAN CHECK NUMBER: 24-1980

Date Signed:

06/20/2024

1ST OSFM COMMENTS

1635 W. PINE AVE., FRESNO, CA 93728

V2

SFM PROJECT NUMBER- 24-1980

PROPOSED EV CHARGER

EVCS-#

WALL/PEDESTAL

MOUNT EVCS

SINGLE/DUAL

EVCS

CHARGE PORT #

POWER

SELECT

(FLA)

POWER

SHARE

(Y / N/A)

CHARGE PORT

TYPE

3 PEDESTAL DUAL 72 Y FLEET

4 PEDESTAL DUAL 72 Y FLEET

5 PEDESTAL SINGLE 72 N/A FLEET

NOTES:

- (FLA) STANDS FOR, FULL LOAD AMPS

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

5 6

7 8

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

09/13/24

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

24-1980

6" 2'-8" 6"

3'-8"

6" 2'-8" 6"

3'-8"

PLAN VIEW

A A

SECTION A-A

1 2 3

23 24 19

FOR GROUND

CONNECTIONS, USE

EXOTHERMIC WELDS

(TYP)

(K1-K2)

(K3-K4)

(K1-K2) (K3-K4)

WEIGHT = 360 LBS

(TYP)

6" 2'-8" 6"

3'-8"

6" 2'-8" 6"

3'-8"

PLAN VIEW

AA

SECTION A-A

1 2 3

23 24 17

FOR GROUND

CONNECTIONS, USE

EXOTHERMIC WELDS

(K5-K6)

(K7-K9)

(K5-K6)

(K7-K9)

WEIGHT = 360 LBS

BILL OF MATERIALS [E/E2.0] | [F/E2.0]

REFERENCE

NUMBER

ITEM

DISTRIBUTION PANEL, NEMA TYPE 3R, 208/120V, 3Ø, 4W, 200 AMP,

10 KAIC FULLY RATED

MAIN BREAKER, GE, TYPE SPECTRA RMS, 240 VOLT, SG600

FRAME, 200 AMP TRIP, 10 KAIC AT 240V, 3 POLE

BRANCH BREAKER, GE, TYPE TEY, 240 VOLT, 90 AMP, 10 KAIC AT

240V, 2 POLE

4 2-1/2" PVC BELL END OR EQUAL

5 3" PVC BELL END OR EQUAL

6 3-1/2" PVC BELL END OR EQUAL

7 2-1/2" SCH. 40 PVC, 18" RADIUS OR EQUAL

8 3" SCH. 40 PVC, 24" RADIUS OR EQUAL

9 3-1/2" SCH. 40 PVC, 24" RADIUS OR EQUAL

10 2-1/2" SCH. 40 PVC

11 3" SCH. 40 PVC

12 3-1/2" SCH. 40 PVC

13 ANCHOR BOLT 5/8" WITH 4" EMBEDMENT

14 GALVANIZED NUT, 5/8"

15 GALVANIZED LOCK WASHER, 5/8"

16 CUSTOMER SUPPLIED PADLOCK

17 #3 CU CONDUCTOR THWN-2

18 #3/0 CU CONDUCTOR THWN-2

19 1" SCH. 40 PVC

20 #8 CU CONDUCTOR GRN INSULATION THWN-2

21 #6 CU CONDUCTOR GRN INSULATION THWN-2

22 1" PVC BELL END OR EQUAL

23 #2 BARE COPPER WIRE

24 1" SCH. 40 PVC, 18" RADIUS OR EQUAL

5/8" X 8' ERICO COPPER CLAD GROUND ROD, INSTALLED

VERTICALLY WITH MIN. 1' EARTH COVER

26 GROUND BUS BAR KIT

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

FROM EACH JUNCTION/PULL BOX,

CABINET OR OTHER TERMINATION.

BILL OF MATERIALS

REFERENCE

NUMBER

ITEM QUANTITY

1 STANDARD PINCH CLAMP AR

2 STRUT CHANNEL AR

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

PENETRATION BOLT IN CONCRETE.

2 EA

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

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

FROM EACH JUNCTION/PULL BOX,

CABINET OR OTHER TERMINATION.

BILL OF MATERIALS

REFERENCE

NUMBER

ITEM QUANTITY

1 STANDARD PINCH CLAMP AR

2 STRUT CHANNEL AR

3/8" BOLT WEDGE ANCHOR WITH 2-1/2" MIN

PENETRATION BOLT IN STEEL.

2 EA

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

METAL WALL MOUNT

BUILDING WALL MOUNT

CONDUIT SECTIONS & DETAILS

E2.0

E

E2.0

PROPOSED 200A DISTRIBUTION PANEL "EV-1" (LOCATION 1)

NOT TO SCALE

EMERGENCY SHUT-OFF

EVCS-#

LOCATED IN/AT

(PANEL __)

5"

/2

1/4"

(T Y P

1/4"

(T Y P

/8

/4

/4

/4

/4

/4

/4

/4

/8

/ 4

/4

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

SEE NOTES 1, 4 & 6

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

IN THE COLOR WHITE NOT BLACK

SEE NOTE 1

NOTES:

1. ELECTRICAL VEHICLE CHARGING

STATION SHUT-OFF LABEL TO HAVE

WHITE LETTERS ON RED FIELD. WITH

RED AND WHITE DIAGONAL STRIPED

BORDER.

2. EMERGENCY SHUT-OFF LABEL SHALL

READ THE EVCS-# THAT IS CORRELATED

WITH ONE ANOTHER. SEE BELOW FOR

EXAMPLE:

EMERGENCY SHUT-OFF

EVCS-1

LOCATED IN/AT

(PANEL "EV-1")

3. FOR EVCS-# AND LABELING, SEE

ELECTRICAL SCHEDULE & CIRCUITS ON

SHEET E3.0 AND E3.1.

4. EMERGENCY SHUT-OFF LABEL TO BE

SELF-ADHESIVE: VINYL, THERMAL,

TRANSFER-PRINTED, 5.5-MIL-THICK,

MULTICOLOR, WEATHER AND

UV-RESISTANT, PRESSURE-SENSITIVE

ADHESIVE LABELS, CONFIGURED FOR

INTENDED USE AND LOCATION.

5. THE TEXT HEIGHT SHALL BE 1/4" HIGH

WITH WHITE LETTERING.

6. EMERGENCY -SHUT-OFF LABEL SHALL

COMPLY WITH THE FOLLOWING

SPECIFICATION:

- SECTION 26 05 53, IDENTIFICATION FOR

ELECTRICAL SYSTEMS

7. PLACE EMERGENCY SHUT-OFF LABEL

ON EACH EVCS CHARGER.

(M

IN

(M

IN

2"

VARIES

(SEE PLAN)

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

SAWCUT T-SECTION AND MATCH ADJACENT

ASPHALT CONCRETE

METALLIC WARNING TAPE

95% MINIMUM RELATIVE

COMPACTED NATIVE

BACKFILL UNDER CONCRETE

AND ASPHALT AREAS, PER

ASTM D1557. 90% MINIMUM

RELATIVE COMPACTED

NATIVE BACKFILL UNDER

LANDSCAPE AREAS, PER

ASTM D1556 AND ASTM

D1557. SEE NOTE 3 ELECTRICAL CONDUIT,

SEE ELECTRICAL PLANS

FOR…