Madera_Plans.pdf

Date Signed:

07/23/2024

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF TRANSPORTATION

07/23/2024 12

RF

EOELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

DOT - DISTRICT 6 - MADERA

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

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PROJECT #: 000000000013152

Date Signed:

07/23/2024

125 W ALMOND AVE., MADERA, CA 93637

V2

TITLE SHEET

T1.0

SHEET INDEX

SHEET NO. TITLE

T1.0 TITLE SHEET

C1.0 OVERALL SITE PLAN

C2.0 DEMOLITION PLAN

C3.0 SITE PLAN

C4.0 DETAILS

E1.0 ELECTRICAL CONDUIT PLAN

E2.0 CONDUIT SECTIONS & DETAILS

E3.0 ELECTRICAL SCHEDULE & CIRCUITS

R1.0 REFERENCE DRAWINGS

R1.1 REFERENCE DRAWINGS

R1.2 REFERENCE DRAWINGS

R2.0 TITLE 24 DOCUMENTS

TOTAL NUMBER OF SHEETS = 12

LOCATION MAP

NOT TO SCALE

PROJECT

LOCATION

GOLDEN STATE HIGHW

AY

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 MINIMAL FLOOD

HAZARD.

2. FIRM PANEL: 06039C1160E.

3. MAP EFFECTIVE DATE; SEPTEMBER 26, 2008.

4. MAP IS MADERA COUNTY, PANEL 1160.

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:

125 W ALMOND AVE.,

MADERA, CA 93637

APN: 012-133-014-000

SCOPE OF EV IMPROVEMENT WORK:

1. SITE AND ELECTRICAL INFRASTRUCTURE IMPROVEMENTS FOR INSTALLATION OF EV

CHARGERS.

2. IMPACTED EXISTING PARKING = 5 TOTAL FLEET SPACES; 5 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:

DOT - DISTRICT 6 CALTRANS - MADERA

125 W ALMOND AVE.,

MADERA, CA 93637

EMAIL: SINA.ROUDBARI@DGS.CA.GOV

CONTACT: SINA ROUDBARI

UTILITY NOTE:

UTILITY INFORMATION SHOWN HEREON IS BASED ON OBSERVATION OF VISIBLE EVIDENCE BY A

SITE WALK. 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) 2 4

TOTAL TOTAL EVCS(S) = 3 TOTAL PORT(S) = 5

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

S M

A D

E R

A A

V E

E ALMOND AVEW ALMOND AVE

MADRID LN

EL DORADO DR

WALNUT ST

MAPLE ST

W DUNHAM ST

C O

R T O

P A S S I S T

E M

IL

Y W

A Y

JOYA DR

G A T E W

A Y D

R B A R

N E T T W

A Y

CLEMMENSEN AVE

DE SANTI AVE

E DUNHAM ST

PLAN CHECK NUMBER: 24-1990

1 1ST COMMENTS

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

24-1990

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

X Y

NAME

NOT TO SCA LE

SCA LEINFEET0 5 10 20

SCA LE: 1 "=1 0'

GRA DINGLEGEND:

C CONCRETE

D DIRT

FL FLOWLINE

G GUT TER

G.B. GRA DEB REAK

GFL GUT TERFLOWLINE

L LI P OF GU TTER

P PA VEMENT

TC TOPOFCU RB

(643.0 0) EXI ST ING ELEVAT ION

NEW FI NISHED SU RFA CE GRA DE

DIRECT ION OF DRA INA GE

DIRECT ION OF FLOW

6 43.00C

4%

NOTES :

1 . SEEGENERALGRA DINGA NDDRA INA GE NOTESONSHEET 1 .

2 . ACCESS IB LEEVCHA RGINGST ALLSTO COMPLY WI TH CB C1 1 B-812 .

3 . OPERA B LE PA RT S A ND CHA RGINGCORDSHA LLCOMPLY WITH2 02 2 CB C11 B -3 0 9.

4. 48"X3 8"CLEAR GROU NDSPA CE FROMFRONT FA CEOFCHA RGERW ITHMA XI MU M2 %S U RFA CESLOPEI N A LLDIRECT IONS.

5 . ALLOPERA B LEPART S A NDCONTROLSSHALLB E1 5 TO 48INCHES A B OVETHECLEAR GROU NDSPA CE FORB OTHFORWARD ANDS IDEA PPROACHESPER 20 2 2 CB C1 1 B -3 08. S EE SHEETXXFOR CHA RGER ELEVA TI ONS.

6 . OPERA B LE PA RTSONA LLA CCESS I BLEEVCHA RGERSSHA LLB EOPERAB LEWITHONEHA ND ANDSHA LL NOTREQU IRET IGHTGRA SP ING,PINCHING,OR

TW ISTI NG OF THEW RI ST.

7. MA XI MU MOF2 %S U RFA CESLOPEI N A LLDIRECT IONS A T ACCESS IB LEST A LLS A NDA CCESS A I SLES.

8. LOCA T IONOFCHA RGERSHA LL NOTEXCEED 36 I NCHESMA XIMU MFROMTHE

HEA DENDOFTHEA CCESS A ISLEPER 20 2 2 CB C1 1 B -812 .1 0 .4EXCEPT ION2 .

CONSTRU CTIONLEGEND:

2 ' WIDEELECTRICA L UT I LI TY TRENCH.TRENCH,B A CKFI LLA NDRES URFA CINGPERDET A IL[X/Y ]

SEEELECTRICA L CONDU IT PLA NFOR ADDI TI ONA LELECTRICA LIMPROVEMENTS

B A CKFI LLTRENCH INA REA S U NDEREXISTI NG CU RB

ORCU RB A NDGU TTERTOREMA INWI TH2 S A CKCEMENT SLU RRY MIXPERSPECI FI CA T IONS.

S U PPORTS U SPENDEDCU RB A S REQU IREDDU RING

EXCA VA T ION. ALTERNA T IVEOPT IONTOREMOVEA NDREPLA CEEXISTI NGCU RB PERDET A IL[X/Y ] A TCONTRACTOR'SDISCRETI ON

CONSTRU CT A SPHA LTCONCRETEPAVEMENT PERDET AI L [X/Y ]

CONSTRU CTCONCRETEPA DA ND/OR STU B A ND

CA PFORFLEETCHARGERSPER DET A ILS [X/Y ]A ND[X/Y].

CONSTRU CTCONCRETEPA DA ND/OR STU B A NDCA PFOREVSEEMPLOYEECHA RGERSPERDETA I LS[X/Y ]A ND[X/Y].

CONSTRU CTCONCRETEPA DA ND PEDESTA LFORB TCHPCD1 -3 5 0 DISPENSERPER DET A IL[X/Y].

CONSTRU CTCONCRETEPA DA ND PEDESTA LFORB TCHPCD7-5 0 0 DISPENSERPER DET A IL[X/Y].

CONSTRU CTCONCRETEPA DA ND PEDESTA LFOR

B TCHPCT2 POWERCA B INET PERDET AI L [X/Y ].

CONSTRU CTCONCRETEPA DFOR BTCL3 A -1 80

CHA RGER PERDET A IL[X/Y ].

CONSTRU CTCONCRETEPA DFOR BTCL3 A -1 20

CHA RGER PERDET A IL[X/Y ].

CONSTRU CTCONCRETEPA DA ND PEDESTA LFORA B B T ERRA 5 4PER DET A IL[X/Y ].

CONSTRU CTCONCRETEPA DA ND PEDESTA LFORPHIHONGDS-1 80 PERDET AI L [X/Y ].

CONSTRU CTCU RB A ND GUT TERPER DET A IL[X/Y]

CONSTRU CTVA LLEY GU TTERPERDETA IL[X/Y ]

CONSTRU CTRA MPPER DET A IL[X/Y]

CONSTRU CT IONJOINTPER DET A IL[X/Y]

FU RNISHA ND INSTA LLA NCHOREDB OLLA RDS PERDET AI L [X/Y ]

FU RNISHA ND INSTA LLFIXED B OLLA RDSPERDET AI L

[X/Y ]

FU RNISHA ND INSTA LLREMOVA B LE BOLLARDSPER

DET AI L [X/Y ]

FU RNISHA ND INSTA LLSERVICEEQU IPMENT

B OLLA RDSPER DET A IL[X/Y]

FU RNISHA ND INSTA LLFIXED POLE AND

GROU NDINGFOREMPLOY EE CHA RGINGS I GN PERDET AI L [X/Y ].(S I GN TO BE INSTA LLEDB Y OTHERS

A NDSHOWNFORREFERENCE ONLY )

LOCA TI ON OF RELOCA TEDEXIST INGCONCRETE

WHEELSTOPS

FU RNISHA ND INSTA LLCONCRETEWHEELSTOPS

PERDETA I L [X/Y ]

FU RNISHA ND INSTA LLSOLI D PLA ST IC

WHEELSTOPSPER DET A IL[X/Y]

FU RNISHA ND INSTA LLTRU NCA TED DOMESPERDET AI L [X/Y ]

FU RNISHA ND INSTA LLFIXED A CCESS IB LECHA RGINGS IGNPERDETA I L [X/Y ]

FU RNISHA ND INSTA LLA NCHOREDA CCESS IB LE

CHA RGINGS IGNPERDETA I L [X/Y ]

FU RNISHA ND INSTA LLA ND PAI NT ACCESSI B LEEV

CHA RGINGST ALLS PER DET A IL[X/Y]

FU RNISHA ND INSTA LLEQUI PMENT U NISTRU T

MOU NT- FI XED POSTPERDETA IL[X/Y ]

PA INT4" WIDEWHITEPERIMETERLINEWI TH 4" WI DE

WHI TEDI AGONA LLINES AT 3' ONCENTER

PA INT4" WIDEWHITESTRIPE

PA INT4" WIDEY ELLOWSTRIPE

REPA INT STRI PI NG REMOVEDDU RINGTRENCHING

TOMA TCHEXI STI NG

PA INT 1 2" HIGH "EVCHARGING ONLY "

CONSTRU CTEQU IPMENTPA DPERDETA I L [X/Y ]

CONSTRU CTCONCRETEPA DPER DET A IL[X/Y]FORTEMPORA RY TERMINA L BLOCKA ND FU T U REEV

CHA RGER

CONSTRU CT TEMPORA RY TERMI NALB LOCK PERDET AI L [X/Y ] FOR FU T U RE PA Y MENT KIOSK

STRIP INGSHOWNIS FORST A LLREFERENCEONLY

SEEENLA RGEDEQUI PMENT A NDB OLLA RDS

SPA CINGPER DET A IL[X/Y ]

PROPOSEDEVSECHARGEWORKS [WA T T POINT

EVSE MODEL3 703 ] SI NGLECHA RGE PORTST Y LE

CHA RGERSTOB EI NST A LLEDPERMA NU FACT U RER' S SPECIFICA T IONS.SEEDETA ILS

[X/Y ]A ND[X/Y].

PROPOSEDEVSECHARGEWORKS [WA T T POINTEVSE MODEL3 703 ] DUA LCHA RGE PORTST Y LE

CHA RGERSTOB EI NST A LLEDPERMA NU FACT U RER' S SPECIFICA T IONS.SEEDETA ILS[X/Y ]A ND[X/Y].

PROPOSEDCLIPPER CREEK[MODELCS-40]S INGLECHA RGE PORTST Y LECHA RGERS TOB EI NST A LLED.SEEDETA I L [X/Y ].

PROPOSEDCLIPPERCREEK[MODEL CS-10 0 ]S I NGLECHA RGE PORTST Y LECHA RGERS TOB EI NST A LLED.

SEEDETA I L [X/Y ].

PROPOSEDCLIPPERCREEK[MODEL CS-10 0 ]S I NGLEWA LLMOU NTEDCHA RGE PORTST Y LECHA RGERS

TOB EI NST A LLED.SEEDETA I L [X/Y ].

PROPOSEDA B B [MODELTERRA 5 4]S INGLECHARGEPORTSTY LECHA RGERSTOB EINST ALLED.SEE

DET AI L [X/Y ].

PROPOSEDPHIHONG[MODELDS-1 80 ] DU ALCHA RGE PORTST Y LECHA RGERS TOB EI NST A LLEDDU RINGPHA SE 2,B Y OTHERS. SEEDET AI L [X/Y ] AND

[X/Y ](SHOWN FORREFERENCEONLY )

PROPOSEDB TCPOWER[MODEL HPCD7-5 0 0] 3 60 KWDU A L CHARGEPORTSTY LECHARGERSTOB E

I NST A LLED.SEEDET AI L [X/Y ].

PROPOSEDB TCPOWER[MODEL HPCD7-5 0 0] 3 60 KW

S INGLECHA RGEPORTST YLECHA RGERSTOB EI NST A LLED.SEEDET AI L [X/Y ].

PROPOSEDB TCPOWER[MODEL HPCD1 -3 5 0] 3 60 KW

S INGLECHA RGEPORTST YLECHA RGERSTOB E

I NST A LLED.SEEDET AI LS[X/Y ].

PROPOSEDB TCPOWER[MODEL L3 A -1 80-480 ]1 80KW

DU A L CHARGEPORTSTY LECHARGERSTOB E

I NST A LLED.SEEDET AI L [X/Y ].

PROPOSEDB TCPOWER[MODEL L3 A -1 80-480 ]1 80KW

S INGLECHA RGEPORTST YLECHA RGERSTOB EI NST A LLED.SEEDET AI L [X/Y ].

PROPOSEDB TCPOWER[MODEL L3 A -1 2 0-480 ]1 2 0KW

DU A L CHARGEPORTSTY LECHARGERSTOB EI NST A LLED.SEEDET AI L [X/Y ].

PROPOSEDB TCPOWER[MODEL L3 A -1 2 0-480 ]1 2 0KW

S INGLECHA RGEPORTST YLECHA RGERSTOB EI NST A LLED.SEEDET AI L [X/Y ].

PROPOSEDB TCPOWER[MODEL HPCT 2 ]POWERCONTROLSY STEM TO BE INSTA LLED. SEEDET A IL[X/Y ]

PROPOSEDA NCHORED BOLLARD

PROPOSEDSERVICEEQUI PMENT B OLLA RD

PROPOSEDB OLLA RDS

PROPOSEDB OLLA RDTOB EINST A LLED,B Y T&D

(SHOWN FORREFERENCEONLY)

B U RIEDB A RE COPPERGROU ND TA ILW IRE

(TO CONNECTTOEXI STI NG GRID)

PROPOSEDW HI TE STRIP INGI MPROVEMENTSFOR

EMPLOY EEST ALLS

PROPOSEDY ELLOW STRIP ING IMPROVEMENTS FORFLEETST A LLS

LIMI TSOFST A LLS(SHOWNFORREFERENCEONLY )

LIMI TSOFA SPHALTCONCRETEPA VEMENT

I MPROVEMENTS

LIMI TSOFCONCRETEI MPROVEMENTS

LIMI TSOFTRU NCATEDDOMES

LIMI TSOFFU T U RE ASPHA LTCONCRETEPA VEMENTI MPROVEMENTSTOB ECOMPLETEDDU RI NGPHASE

2 , BY OTHERS(SHOWNFORREFERENCE ONLY )

LIMI TSOFFU T U RE CONCRETE IMPROVEMENTS TO

B ECOMPLETEDDU RINGPHASE2 , BY OTHERS(SHOWN FORREFERENCEONLY)

P CS

A B

SEB

B O

TDB T DB

B O

SEB

RB

FU T U RE B TC POWER[MODELHPCD7-50 0 ]3 6 0KW

DUA LCHA RGE PORTST Y LECHA RGERSTOB E

INSTA LLED. SEEDET A IL[X/Y ].

FU T U RE B TC POWER[MODELHPCD7-50 0 ]3 6 0KW

SI NGLECHA RGE PORTST Y LECHA RGERS TO BEINSTA LLED. SEEDET A IL[X/Y ].

FU T U RE B TC POWER[MODELHPCT2 ] 36 0 KWPOWER

CONTROL SYSTEMTOB EINST ALLED.SEE DET A IL[X/Y ]

FU T U RE B TC POWER[MODELHPCD1-35 0 ]3 6 0KWSI NGLECHA RGE PORTST Y LECHA RGERS TO BEINSTA LLED. SEEDET A IL[X/Y ].

FU T U RE B TC POWER[MODELL3 A-180 -480 ] 180 KWDUA LCHA RGE PORTST Y LECHA RGERSTOB E

INSTA LLED. SEEDET A IL[X/Y ].

FU T U RE B TC POWER[MODELL3 A-180 -480 ] 180 KWSI NGLECHA RGE PORTST Y LECHA RGERS TO BEINSTA LLED. SEEDET A IL[X/Y ].

FU T U RE B TC POWER[MODELL3 A-12 0 -480 ] 12 0 KWDUA LCHA RGE PORTST Y LECHA RGERSTOB E

INSTA LLED. SEEDET A IL[X/Y ].

FU T U RE B TC POWER[MODELL3 A-12 0 -480 ] 12 0 KW

SI NGLECHA RGE PORTST Y LECHA RGERS TO BE

INSTA LLED. SEEDET A IL[X/Y ].

FU T U RE A BB [MODELTERRA 54] 50 WS I NGLE

CHA RGEPORT ST Y LE CHARGERSTO B E INSTA LLED.

SEEDET A IL[X/Y ].

FU T U RE EVSECHA RGEW ORKS[WAT TPOINTEVSE

MODEL3 703 ] PEDESTA LMOU NT S INGLECHA RGEPORTST Y LECHA RGERSTOB EI NST A LLEDPERMANU FA CTU RER'SSPECI FI CA T IONS. SEEDET AI LS

[X/Y ] AND[X/Y ].

FU T U RE EVSECHA RGEW ORKS[WAT TPOINTEVSE

MODEL3 703 ] PEDESTA LMOU NT DUA LCHA RGE

PORTST Y LECHA RGERSTOB EI NST A LLEDPERMANU FA CTU RER'SSPECI FI CA T IONS. SEEDET AI LS[X/Y ] AND[X/Y ].

FU T U RE CLI PPERCREEK[MODELCS-1 0 0] PEDEST ALMOUNT S INGLECHA RGEPORTST YLECHA RGERS

TO BE INSTA LLED. SEEDET A IL[X/Y ].

FU T U RE CLI PPERCREEK[MODELCS-1 0 0] S INGLE

WA LLMOU NTED CHA RGEPORT ST Y LE CHA RGERS

TO BE INSTA LLED. SEEDET A IL[X/Y ].

FU T U RE CLI PPERCREEK[MODELCS-40 ]S INGLE

WA LLMOU NTED CHA RGEPORT ST Y LE CHA RGERSTO BE INSTA LLED. SEEDET A IL[X/Y ].

FU T U RE PHI HONG [MODEL DS-180 ]1 80KWDU A LCHA RGEPORT ST Y LE CHARGERSTO B E INSTA LLED.

SEEDET A IL[X/Y ]

P CS

BO

A B

BOBO BOBO BOBO

EV

C

HA

RG

IN

G

ON

LYP

AR

KIN

G

NO

BOBOBOBO

BOBO

LP

PP

PP

PP

PP

PP

Date Signed:

07/23/2024

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CA LIFORNIA DEPA RTMENT OF TRA NSPORTA TION

07/23/2024 12

RF

EOELECTRIC VEHICLE CHA RGING STA TION INFRA STRU CTU RE

DOT - DISTRICT 6 - MA DERA

CA LIFORNIA DEPA RTMENT OF GENERA L SERVICES

D ra w in g P -0

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

A lm o n d A v e M a d e ra

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

C a lt ra n s W

A lm o n d A v e M a d e ra

C

A 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

S e p

:5 a m

PROJECT #: 0 0 0 0 0 0 0 0 0 0 1 31 5 2125 W ALMOND AVE., MADERA, CA 93637

V2

C1.0

SYMBOL LEGEND:

EXISTING PROPERTY LINE

AREA OF WORK

0 25 50 100 150 200

SCALE IN FEET

SCALE: 1"=100'

PROJECT LOCATION SEE

DEMOLITION PLAN ON

SHEET C2.0, SITE PLAN

ON SHEET C3.0, AND

ELECTRICAL CONDUIT

PLAN ON SHEET E1.0

OWNER: STATE OF CALIFORNIA

APN: 012-133-014-000

S M

A D

E R

A A

V E

W ALMOND AVE E ALMOND AVE

ST MONTELENA CT

OWNER: U S

RENTALS INC

RYAN LLC

APN:

012-133-015-000

OWNER: KUCKENBECKER

PROPERTIES

APN: 012-133-017-000

OWNER: KU CKENB ECKER

PROPERTIES

APN: 01 2-1 33-01 6-000

OWNER: LAGUNA KNOLLS

APARTMENTS LLC

APN: 012-180-048-000

OWNER: VILLAGE MADERA AR LP

HUNT CAPITAL PRTNRS TX CR

FUND 24 LP

APN: 012-200-046-000

OWNER: COU NTY OF MADERA

APN: 01 2-1 33-01 3-000

OWNER: MADERA WEST

APARTMENTS LLC

APN: 012-133-023-000

OWNER: YONG JA KIM

APN: 012-100-034-000

OWNER: BDHOV LP

APN: 012-133-024-000

OVERALL SITE MAP

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

24-1990

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

W ALMOND AVE

BOBOBOBO

BOBO

W

PP

WVWV

ET

EVA

EVA EVAEVA

EXISTING 4000A SWITCHGEAR 480Y/277V, 3Ø, 4W

WITH INTERNAL 112.5 kVA STEP-DOWN

TRANSFORMER AND 400A MAIN DISTRIBUTION

SECTION "E" 240Δ/120V, 3Ø, 4W

SHUT OFF BUTTON LOCATED

INSIDE OF DISTRIBUTION PANEL

(TYP)

(TYP)

(TYP)

(TYP)

9 (TYP)

Date Signed:

07/23/2024

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF TRANSPORTATION

07/23/2024 12

RF

EOELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

DOT - DISTRICT 6 - MADERA

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P -0

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

A lm o n d A v e M a d e ra

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

C a lt ra n s W

A lm o n d A v e M a d e ra

C

A 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

S e p

:5 a m

PROJECT #: 000000000013152125 W ALMOND AVE., MADERA, CA 93637

V2

DEMOLITION PLAN

C2.0

EXISTING SYMBOL LEGEND:

BACKFLOW PREVENTER

BOLLARD

DOOR/GATE

ELECTRICAL TRANSFORMER

ELECTRICAL VAULT

POWER POLE

STORM DRAIN GRATE

TREE

WATER METER

WHEELSTOP

EXISTING ASPHALT CONCRETE

PAVEMENT

EXISTING BUILDING

EXISTING CONCRETE

CHAIN LINK FENCE

EDGE OF ASPHALT CONCRETE

PAVEMENT

STRIPING

ELECTRICAL LINE

OVERHEAD ELECTRICAL LINE

WATER LINE

BO

ET

EVA

PP

W

E

OE

W

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:

PLACE H-20 TRAFFIC RATED

TRENCH PLATING

PROTECT EXISTING ASPHALT

CONCRETE PAVEMENT TO REMAIN

PROTECT EXISTING BOLLARD TO

REMAIN

PROTECT EXISTING BUILDING TO

REMAIN

PROTECT EXISTING CHAIN LINK

FENCE TO REMAIN

PROTECT EXISTING CONCRETE

CURB TO REMAIN

PROTECT EXISTING CONCRETE

WHEELSTOP TO REMAIN

PROTECT EXISTING TREE AND

ROOTS TO REMAIN

PROTECT EXISTING UTILITY TO

REMAIN

REMOVE AND LAWFULLY DISPOSE

OF ASPHALT CONCRETE

PAVEMENT: 223 S.F.

REMOVE AND LAWFULLY DISPOSE

OF CONCRETE CURB: 2 S.F.

REMOVE AND LAWFULLY DISPOSE

OF CONCRETE: 23 S.F.

REMOVE AND LAWFULLY DISPOSE

OF LANDSCAPE: 84 S.F.

SAWCUT

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

SCALE IN FEET

0 5 10 20

SCALE: 1"=10'

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

24-1990

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

BOBO BOBO BOBOPB

PB

W ALMOND AVE

BOBO BOBO

BOBO

W

PP

WVWV

ET

EVA

EVA EVAEVA

EXISTING 4000A SWITCHGEAR 480Y/277V, 3Ø, 4W

WITH INTERNAL 112.5 kVA STEP-DOWN

TRANSFORMER AND 400A MAIN DISTRIBUTION

SECTION "E" 240Δ/120V, 3Ø, 4W

SHUT OFF BUTTON LOCATED

INSIDE OF DISTRIBUTION PANEL

A

A

B

C

(TYP)

D

(TYP)

E

F

F

9'-3"

(TYP)

(T Y P

1 2 3 4 5

(T Y P

3'-8"

(TYP)

2'

(TYP)

3'-8"

(TYP)

E

A

F

F

18'-6"18'-6" 28'18'-9"

F

G

(TYP)

Date Signed:

07/23/2024

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF TRANSPORTATION

07/23/2024 12

RF

EOELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

DOT - DISTRICT 6 - MADERA

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P -0

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

A lm o n d A v e M a d e ra

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

C a lt ra n s W

A lm o n d A v e M a d e ra

C

A 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

S e p

:5 a m

PROJECT #: 000000000013152125 W ALMOND AVE., MADERA, CA 93637

V2

SITE PLAN

C3.0

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 [A/C4.0]

AT CONTRACTOR'S DISCRETION

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

FOR MAKE READY INSTALLATION WITH STUB & CAP

FURNISH AND INSTALL FIXED FLEET CHARGING

SIGN PER DETAIL [B/C4.0]

REPAINT STRIPING REMOVED DURING TRENCHING

TO MATCH EXISTING

SEE ELECTRICAL CONDUIT PLAN FOR ADDITIONAL

ELECTRICAL IMPROVEMENTS

FURNISH AND INSTALL FIXED BOLLARDS PER DETAIL

[C/C4.0]

PROPOSED CHARGEPOINT [MODEL

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

PEDESTAL STYLE CHARGERS TO BE INSTALLED BY

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

FOR REFERENCE ONLY)

PROPOSED CHARGEPOINT [MODEL

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

PEDESTAL STYLE CHARGERS TO BE INSTALLED BY

OTHERS. SEE DETAILS [A/R1.1] AND [B/R1.1] (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

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 32 N/A FLEET

2 PEDESTAL DUAL 32 N/A FLEET

3 PEDESTAL SINGLE 32 N/A 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

PLAN CHECK NUMBER: 24-1990

1 1ST COMMENTS

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

24-1990

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

Date Signed:

07/23/2024

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF TRANSPORTATION

07/23/2024 12

RF

EOELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

DOT - DISTRICT 6 - MADERA

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P -0

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

A lm o n d A v e M a d e ra

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

C a lt ra n s W

A lm o n d A v e M a d e ra

C

A 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

S e p

:5 a m

PROJECT #: 000000000013152125 W ALMOND AVE., MADERA, CA 93637

V2

DETAILS

C4.0

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

A

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"

B

C4.0

FIXED FLEET CHARGING SIGN

NOT TO SCALE

NOTE:

1. LOCATE FIXED BOLLARDS SO THAT THEY DO NOT

INTERFERE WITH THE OPENING OF EQUIPMENT

DOORS.

2. BOLLARDS TO COMPLY WITH CFC 312.2

12"

PAINT SAFETY

YELLOW

4" GALVANIZED

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

(M

IN

C

C4.0

FIXED BOLLARD - HARDSCAPE

NOT TO SCALE

PLAN CHECK NUMBER: 24-1990

1 1ST COMMENTS

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

24-1990

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

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

W

W

PB

PB

BOBO BOBO BOBO

W ALMOND AVE

BOBOBOBO

BOBO

W

PP

WVWV

ET

EVA

EVA EVAEVA

EXISTING 4000A SWITCHGEAR 480Y/277V, 3Ø, 4W

WITH INTERNAL 112.5 kVA STEP-DOWN

TRANSFORMER AND 400A MAIN DISTRIBUTION

SECTION "E" 240Δ/120V, 3Ø, 4W

SHUT OFF BUTTON LOCATED

INSIDE OF DISTRIBUTION PANEL

A

B

C

(TYP)

D

D

1 2 3 4 5

E

(K1-K3)

(K2-K3) (K3)

18'-6" 18'-6"49'-9"

F

(K4)

(K1-K4) (K1-K3)

BOBO

C

(TYP)

D

(K2-K3)

9'-3"± 9'-3"±

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF TRANSPORTATION

07/23/2024 12

RF

EOELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

DOT - DISTRICT 6 - MADERA

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P -0

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

A lm o n d A v e M a d e ra

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

C a lt ra n s W

A lm o n d A v e M a d e ra

C

A 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

S e p

:0 a m

PROJECT #: 000000000013152

Date Signed:

07/23/2024

125 W ALMOND AVE., MADERA, CA 93637

V2

ELECTRICAL CONDUIT PLAN

E1.0

SCALE IN FEET

0 5 10 20

SCALE: 1"=10'

A

E1.0

CONDUIT SCHEDULE

CONDUIT SCHEDULE

CONDUIT

NUMBER

FROM TO

CONDUCTORS ALL 90°C THWN-2 OR

SIMILAR UNLESS NOTED OTHERWISE

CONDUCTOR

LENGTH (FT)

VOLTAGE

DROP

CONDUIT SIZE

AND TYPE

COMMENTS

K1 DISTRIBUTION PANEL "E" EVSE-1

(4) #3 AWG Cu, (1) #8 AWG Cu GND, TAGGED

(EVCS-1, L1, L2, GROUND)

124 0.7% 2-1/2" PVC

K2 DISTRIBUTION PANEL "E" EVSE-2

(4) #3 AWG Cu, (1) #8 AWG Cu GND, TAGGED

(EVCS-2, L1, L2, GROUND)

142 0.8% 2-1/2" PVC

K3 DISTRIBUTION PANEL "E" EVSE-3

(2) #3 AWG Cu, (1) #6 AWG Cu GND, TAGGED

(EVCS-3, L1, L2, GROUND)

PULL, (1) PULL TAPE THROUGH AND LEAVE WITHIN

CONDUIT FOR FUTURE USE

161 1.1% 2-1/2" PVC

K4 DISTRIBUTION PANEL "E" PULL BOX

PULL, (1) PULL TAPE THROUGH AND LEAVE WITHIN

CONDUIT FOR FUTURE USE

N/A N/A 4" PVC

CONDUIT REQUIRED FOR FUTURE

DCFC CHARGERS

ELECTRICAL NOTES:

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

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

ELECTRICAL LINE AND REPLACE WITH LIKE-IN-KIND.

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

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

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

UTILITY LINE.

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

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

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

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

7. MINIMUM CONDUIT BURIAL DEPTH SHALL BE 24".

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

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

9. CONDUIT BODIES SHALL BE USED AS NEEDED TO MAINTAIN LESS THAN 360° OF CONDUIT BENDS BETWEEN PULL POINTS.

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

ELECTRICAL LEGEND:

EXISTING SERVICE CT METER AND MAIN

SWITCHBOARD AND PANEL "E", 240Δ/120V, 400

AMP, 3Ø, 4W, PER [E/E2.0], [A/E3.0] & [B/E3.0]

FURNISH AND INSTALL 24"x36"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 10

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 EVCS CHARGERS AREA PER

DETAIL [B/E1.0]

FURNISH AND INSTALL 24"x36"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 [F/E2.0]

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 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 PULL BOX

ELECTRICAL CONDUIT; SIZE AND COUNT AS

NOTED

A

B

C

D

E

F

PB

B

E1.0

ENLARGED EVCS CHARGERS AREA

SCALE: 1"=3'

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 32 N/A FLEET

2 PEDESTAL DUAL 32 N/A FLEET

3 PEDESTAL SINGLE 32 N/A 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

24-1990

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

125 W ALMOND AVE

EV

(K1-K3)

(K1-K3)

(TYP)

(TYP)

3 4

UTILITY INCOMING SERVICE CT METER STEP-DOWN

TRANSFORMER

DISTRIBUTION SECTION "E"

UTILITY INCOMING SERVICE CT METER STEP-DOWN

TRANSFORMER

DISTRIBUTION

SECTION "E"

(K4)

(K4)

PLAN VIEW

A A

SECTION A-A

EMERGENCY

SHUT OFF

LOCATION

BILL OF MATERIALS [E/E2.0]

REFERENCE

NUMBER

ITEM

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

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

3 2-1/2" SCH. 40 PVC

4 #3 CU CONDUCTOR THWN-2

5 #8 CU CONDUCTOR GRN INSULATION THWN-2

6 4" PVC BELL END OR EQUAL

7 4" SCH. 40 PVC, 18" RADIUS OR EQUAL

8 4" SCH. 40 PVC

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

CALIFORNIA DEPARTMENT OF TRANSPORTATION

07/23/2024 12

RF

EOELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

DOT - DISTRICT 6 - MADERA

CALIFORNIA DEPARTMENT OF GENERAL SERVICES

D ra w in g P -0

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

A lm o n d A v e M a d e ra

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

C a lt ra n s W

A lm o n d A v e M a d e ra

C

A d t0

.d w g E .0

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

D e ta ils B

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

S e p

:0 a m

PROJECT #: 000000000013152

Date Signed:

07/23/2024

125 W ALMOND AVE., MADERA, CA 93637

V2

CONDUIT SECTIONS & DETAILS

E2.0

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 E)

3. FOR EVCS-# AND LABELING, SEE

ELECTRICAL SCHEDULE & CIRCUITS ON

SHEET E3.0.

4. EMERGENCY SHUT-OFF LABEL TO BE

SELF-ADHESIVE: VINYL, THERMAL,

TRANSFER-PRINTED, 5.5-MIL-THICK,

MULTICOLOR, WEATHER AND

UV-RESISTANT, PRESSURE-SENSITIVE

ADHESIVE LABELS, CONFIGURED FOR

INTENDED USE AND LOCATION.

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

WITH WHITE LETTERING.

6. EMERGENCY -SHUT-OFF LABEL SHALL

COMPLY WITH THE FOLLOWING

SPECIFICATION:

- SECTION 26 05 53, IDENTIFICATION FOR

ELECTRICAL SYSTEMS

7. PLACE EMERGENCY SHUT-OFF LABEL

ON EACH EVCS CHARGER.

(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

A

E2.0

EMERGENCY SHUT-OFF LABEL

NOT TO SCALE

B

E2.0

TYPICAL ELECTRICAL UTILITY TRENCH

NOT TO SCALE

C

E2.0

TRAFFIC RATED PULL BOX

NOT TO SCALE

1/2" THICK STEEL

DIAMOND PLATE

COVER FOR H-20

TRAFFIC LOADING,

MARKED "ELECTRIC"

*VARIES

(SEE CONDUIT PLAN AND BILL

OF MATERIALS FOR DETAILS)

1" DIA. PICK HOLE

(2) 5/8" DIA. BOLTDOWN

HOLES WITH BOLTS

PULL BOX LID TO

BE SECURELY

BONDED TO

GROUND ROD IF

METALLIC

CRUSHED ROCK

GEOTEXTILE

FABRIC LAYER

PULL BOX TO BE

OF COMPOSITE

TYPE

FLUSHFLUSH

*V A R

IE

S

(M

IN

FINISHED

GRADE

COMPACT 12" OF NATIVE

SOIL MATERIAL TO

MINIMUM 95% RELATIVE

COMPACTION PER ASTM

D1557

NOTES:

1. SEE SHEET E1.0

FOR PULL BOX SIZE

AND LOCATION.

2. CONTRACTOR TO

CUT HOLES

REQUIRED FOR

CONDUIT AND

GROUND ROD.

5/8 x 8' COPPER

GROUND ROD. IF

BOX IS COMPOSITE

WITH COMPOSITE

LID, GROUND ROD

IS NOT NEEDED

VARIES

(WIDTH TO MATCH PULL BOX)

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.

11. CONDUIT ROUTING, CONDUIT BODY SELECTION, AND FACEPLATE

DIRECTION MAY BE FIELD FIT AS NEEDED.

E

E2.0

EXISTING 4000A SERVICE CT METER WITH INTERNAL STEP-DOWN TRANSFORMER, AND DISTRIBUTION PANEL "E"

NOT TO SCALE

D

E2.0

MAKE READY INSTALLATION

WITH STUB AND CAP

NOT TO SCALE

*VARIES

(SEE CONDUIT PLAN AND BILL

OF MATERIALS FOR DETAILS)

LID AND PULL BOX TO

BE PARKWAY RATED

IN PLANTER AREAS = 2"

IN TURF SOD AREAS = 1/2"

IN TURF SEED AREAS = 0"

*V A R

IE

S

(M

IN

CRUSHED ROCK

ROOFING PAPER LAYER

COMPACT 12" OF NATIVE

SOIL MATERIAL TO MINIMUM

95% RELATIVE COMPACTION

PER ASTM D1557

VARIES

(WIDTH TO MATCH PULLBOX)

5/8 x 8' COPPER

GROUND ROD. IF

BOX IS COMPOSITE

WITH COMPOSITE

LID, GROUND ROD

IS NOT NEEDED

PULL BOX LID TO

BE SECURELY

BONDED TO

GROUND ROD IF

METALLIC

NOTES:

1. SEE SHEET E1.0 FOR PULL

BOX SIZE AND LOCATION.

LID TO BE SECURITY

BOLTED AND MARKED

"ELECTRIC"

HANDHOLE TO BE OF

COMPOSITE TYPE

F

E2.0

PARKWAY RATED PULL BOX

NOT TO SCALE

SECTION A-A

C

L R

(T Y P

M

IN

IM

U

M C O

N D

U

IT

B U

R

IA

L D

E P T H S

H A L L B

E

3" CLR.

(TYP)

#4 @ 12" O.C.

EACH WAY

FINISHED

GRADE

RIGID METALLIC CONDUIT

THREADED PLUG

SCH. 40 PVC THREADED

MALE ADAPTER

SCH. 40 PVC CONDUIT SWEEP

(K1-K3)

TRIM EXISTING PVC

CONDUIT 12" ABOVE

CONCRETE SURFACE.

PROTECT CONDUCTORS,

TO REMAIN.

PROPOSED PVC

FROM

DISTRIBUTION

PANEL TO EVCS

CHARGER

SCH. 40 PVC CONDUIT

(AS NEEDED)

SCH. 40 PVC COUPLER

(TYP)

SCH. 40 PVC CONDUIT (TYP).

1' 1'

2'

PLAN VIEW

FRONT

BACK

3.74" DIA. CONDUIT STUB-UP

OPENING WITHIN THIS AREA

A A

PVC ELECTRICAL

CONDUIT STUB

AND CAP

PROPOSED 4,000 PSI

CONCRETE PAD

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

24-1990

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

YΔ

EXISTING UTILITY

TRANSFORMER

(kVA RATING PER PG&E)

PULL SECTION

METERING

SECTION

LANDING

LUGS

KWH

(EXISTING) SERVICE CT METER AND MAIN SWITCHBOARD,

800A BUS, 600A MAIN,

480Y/277V, 3Ø, 4W, 65kAIC MINIMUM

1 2

(EXISTING) DISTRIBUTION PANEL "E", 400 AMP BUS, 400 AMP MAIN

240/120V, 3Ø, 4W, 42 kAIC MINIMUM

40A 2P

40A 2P

3 4

40A 2P

40A 2P

400A 3P

MAIN

TO EVSE-1

CHARGE PORTS 1 & 2

POWER SELECT

(32 FLA + 32 FLA)

5 6

40A 2P

40A 2P

TO EVSE-2

CHARG…