Plans_-_9904.pdf

T1.1TITLE SHEET

BUILDING INFORMATION

DRAWING INDEXGENERAL NOTES

PROJECT LOCATION

2302 BROWN ROAD,

IMPERIAL, CA 92225

JCCA

385 VAN NESS WAY, SUITE 208

ASSOCIATES, INC.

J.C. CHANG AND

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

JCCA #21620-4 NUMBER

NO SCALE

LOCATION MAP

SHEET

CLIENT AGENCY:

PROJECT LOCATION:

W.O. NUMBER:

PROJECT MANAGER:

PROJECT TITLE:

C op yr ig ht

8, C al ifo rn ia

D ep ar tm en t o f G en er al

S er vi ce s

- R ea l E st at e Se rv ic es D iv is io n

DescriptionNo.

Issue

Date

ELECTRIC VEHICLE

SUPPLY EQUIPMENT

INSTALLATION

CENTINELA STATE PRISON

2302 BROWN ROAD,

IMPERIAL, CA 92251

DEPARTMENT OF GENERAL SERVICES

916 375 - 4196 Fax 916 375 - 4200 Voice

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Office of Sustainability State of California

West Sacramento, California 95605

Department of General Services www.dgs.ca.gov

OF

RYAN ALLGOOD

JAMES VILLAPUDUA

9 SHEETS

V2

Grand Central Market

Brown Road

W Evan Hewes HwyW Evan Hewes Hwy

Dunaway Road

DESCRIPTION OF WORK

MATERIAL INDICATIONS

ABBREVIATIONS AND SYMBOLS

DATA ON PLAN

EXISTING EVSE SPACES

FLEET WORKPLACE

NEW EVSE SPACES

FLEET WORKPLACE

APPLICABLE CODES

CSFM File No. : 22-S-1473-C c1. ALL EQUIPMENT AND PARTS REQUIRED FOR INSTALLATION SHALL BE

PROVIDED BY THE CONTRACTOR UNLESS NOTED IN THE DRAWINGS OR

SPECIFICATIONS OTHERWISE.

SHEET DESCRIPTIONELECTRIC VEHICLE SUPPLY EQUIPMENT

(SHOWN FACING UP) ]T1.0 TITLE SHEET

SURFACE OR PENDANT MOUNTED FLUORESCENT

1 ”x4” LUMINARE

2. PROVIDE CONDUIT SYSTEM TO ENSURE A NEAT AND PROPER FINAL

INSTALLATION, WITH CONDUITS ROUTED TIGHT TO THE STRUCTURE AND

PARALLEL TO OR PERPENDICULAR TO STRUCTURAL MEMBERS AFTER

INSTALLATION IS COMPLETE, PROPERLY CLEAN CONDUIT FITTINGS,

J-BOXES, PANELS AND SUPPORT BRACKETS.

A1.1 ACCESSIBILITY PARKING PLAN GENERAL SERVICES

SINGLE LINE DIAGRAME1.0DUPLEX RECEPTACLE, +18” A.F.F.

E1.1 PANEL SCHEDULE & ELEVATION DETAILUNDERGROUND PULLBOXB

3. ELECTRICAL MATERIAL SHALL BE NEW AND LISTED WITH THE

UNDERWRITER LABORATORIES, INC. (UL). SHALL MEET THEIR

REQUIREMENTS AND SHALL BEAR THEIR LABEL.

ELECTRICAL SITE PLANE2.0 OFFICE OF THE STATE FIRE MARSHAL

APPROVED FIRE AND PANIC ONLY

©orGD JUNCTION BOX

E2.1 ENLARGED NEW WORK EVSE POWER PLAN PARTIAL PARKING AREA-1

WALL MOUNTED JUNCTION BOX

06/27/22E2.2 ENLARGED NEW WORK EVSE POWER PLAN -PARTIAL PARKING AREA-24. CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS AND FLOORS

SHALL BE SEALED WITH SUITABLE SEALANT TO MAINTAIN FIRE

SEPARATION RATING. 3M MOLDABLE PUTTY, NELSON, OR EQUAL.

i> CONDUIT ELLED DOWN 22-1473 ELECTRICAL DETAILSE3.0© CONDUIT ELLED UP 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 shall be available on the project site at all times.

E3.1 ELECTRICAL DETAILS5. PROVIDE CODE SIZED GROUND WIRE IN BRANCH CIRCUIT AND LIGHTING

CONDUITS. WHETHER OR NOT SPECIFICALLY SHOWN. GROUNDING SHALL

BE EXECUTED IN ACCORDANCE WITH APPLICABLE CODES.

Hi" GROUNDING POINT

BRANCH PANEL

6. GREEN INSULATED COPPER GROUNDING SHALL BE PROVIDED TO EACH

OUTLET, ENCLOSURE DEVICES, FIXTURE, ETC. FOR THE ENTIRE WORK.

THE RACEWAYS SHALL NOT BE USED FOR ’’EQUIPMENT GROUNDING”.

FLEXIBLE CONDUIT

#10 BRANCH CIRCUIT WIRING ARROW INDICATES HOME RUN

TO PANEL WITH CIRCUITS AS NOTED. WIRE SIZE IS

#12 AWG COPPER MINIMUM, UNLESS NOTED OTHERWISE.

SHORT TICK MARKS INDICATE PHASE CONDUCTORS.

LONG TICK MARK

A SINGLE CURVED TICK MARK INDICATES INSULATED

GREEN

MARK INDICATES ’’ISOLATED GROUND” COPPER

(GREEN INSULATION WITH YELLOW STRIPE) CONDUCTOR.

B-27,29

7. MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE BRACED OR

ANCHORED TO RESIST A HORIZONTAL FORCE ACTING IN ANY DIRECTION

PER ASCE-7.16 AS AMENDED BY CHAPTER 16A, OF THE 2019 CBC.

INDICATE NEUTRAL CONDUCTORS.

8. WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWINGS. THE

FIELD INSTALLATION SHALL BE SUBJECT TO APPROVAL OF THE STATE IN

WRITING.

GROUND CONDUCTOR. SECOND CURVED TICK

9. THE CONTRACTOR SHALL BE TAKE FIELD MEASUREMENT AND VERIFY

FIELD CONDITION AND SHALL COMPARE SUCH FIELD MEASUREMENTS,

CONDITIONS AND OTHER RELATED INFORMATION KNOWN TO THE

CONTRACTOR WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING

WITH THE WORK. ANY INCONSISTENCIES SHALL BE IMMEDIATELY

REPORTED TO THE STATE IN WRITING.

CONDUIT SURFACE MOUNTED OR CEILING ANCHORED

EXISTING CONDUIT TO BE DEMOLISHED

SCHED. 40 PVC CONDUIT ROUTED BELOW GRADE

CONSTRUCTION TYPE: V N

OCCUPANCY: B

STORIES: 1

BUILDING HEIGHT: 16’-0”

BUILDING AREA: 33,378 SF

<E> REFERENCE NOTE10. ALL ITEMS ARE NEW (N) UNLESS OTHERWISE SHOWN AS

EXISTING (E).

ENERGY DEMAND METER

11. THE CONTRACTOR SHALL CLEAN, PATCH & REPAIR ANY DAMAGE DONE

DURING THE CONSTRUCTION PERIOD TO REMAINING ITEMS AND RESTORE

FINISHES OF THOSE REMAINING ITEMS TO MATCH (E) ADJ.

ABOVE FINISHED FLOORAFF

AREA OF PROJECT: N/A

ALLOWABLE AREA/FLOOR & ALLOWABLE HEIGHT: N/A

AREA INCREASE : N/A

FIRE SPRINKLER: YES

FIRE ALARM : N/A

SMOKE CONTROL SYSTEM: N/A

OCCUPANCY LOAD: N/A

YEAR CONSTRUCTED: 1991

FIRE HAZARD SEVERITY ZONE:

PARKING SITE: EXTERIOR SIDE YARDS

STATE FIRE MARSHAL FILE NO.:

BUILDING & PARKING LOT DSA # 04-104623

AIC AVAILABLE INTERRUPTING CAPACITY

12. ALL EQUIPMENT AND MATERIALS REQUIRED FOR A COMPLETE AND

OPERATIONAL INSTALLATION OF EVSE UNITS SHALL BE PROVIDED AND

INSTALLED BY THIS CONTRACTOR UNLESS SPECIFICALLY NOTED OR

SPELLED OUT TO PROVIDED BY DGS.

C CONDUIT

CU COPPER

(E) EXISTING

13. ALL ANTICIPATED/PROPOSED POWER SHUTDOWN SHALL BE

COORDINATED WITH THE FACILITY MANAGER. CONTRACTOR SHALL BE

RESPONSIBLE TO PROVIDE TEMPORARY POWER (GENERATOR) DURING

THE POWER SHUTDOWN PERIOD.

EVSE ELECTRIC VEHICLE SERVICE EQUIPMENT

GROUNDG

14. CONTRACTOR SHALL PREPARE A WRITE UP OF METHOD OF PROCEDURE

(MOP) FOR THE REQUIRED POWER SHUT DOWN OF THE EXISTING

SUBSTATION AND THE INSTALLATION OF THE NEW POWER EQUIPMENT.

SUBMIT THE ”MOP” TO THE FACILITY MANAGER AND THE PROJECT

ENGINEER FOR REVIEW AND APPROVAL.

OH OVERHAED

Z'Ji (■-j

PH PHASE

PROVIDE A COMPLETE ELECTRICAL INFRASTRUCTURE TO THE FACILITY AND

MAKE READY TO PROVIDE POWER FOR THE NEW ELECTRIC VEHICLE SUPPLY

EQUIPMENT (EVSE). EVSE WILL BE FURNISHED AND INSTALLED BY THE

DEPARTMENT OF GENERAL SERVICES (DGS) INCLUDING BUT NOT LIMITED TO

FINAL CONNECTION, ACTIVATION AND FINAL TESTING. PROVIDE ALL REQUIRED

MATERIALS AND EQUIPMENT NECESSARY TO MEET THE REQUIREMENTS OF

THE PROJECT DRAWINGS AND SPECIFICATIONS.

TYPICALTYP.

UNDERWRITERS LABORATORIESUL15. CONTRACTOR SHALL PERFORM SHORT CIRCUIT AND COORDINATION

STUDY OF THE NEWLY INSTALLED SUBSTATION AND MAKE NECESSARY

ADJUSTMENTS ON THE EQUIPMENT RATINGS AND SPECIFICATIONS AS

REQUIRED.

WEATHERPROOFWP

TITLE 19 OCR PUBLIC SAFETY, DIVISION 1, STATE FIRE

MARSHALL

2019 CALIFORNIA BUILDING STANDARDS

ADMINISTRATIVE CODE

2019 CALIFORNIA BUILDING CODE (CBC),

VOLUMES 1 AND 2 (2019 IBC, AS

AMENDED BY CA)

2019 CALIFORNIA ELECTRICAL CODE (CEO)

(2019 NEC, AS AMENDED BY CA)

2019 CALIFORNIA HISTORICAL CODE

2019 CALIFORNIA FIRE CODE (CFC) 2019

IFC, AS AMENDED BY CA)

2019 EXISTING BUILDING CODE

2019 CALIFORNIA REFERENCE STANDARD

CODE (SEE ALSO TITLE 24

OCR-PART 2, CHAPTER 35 - STANDARDS

AND TITLE 24 CCR-PART 9,

CHAPTER 47 - REFERENCED STANDARDS)

2010 ADA STANDARDS FOR ACCESSIBLE

DESIGN

WOOD TRIM

ATITLE 24 OCR, PART 1

TITLE 24 OCR, PART 2 CONCRETE NONE NONE (10) FLEET (13) WORKPLACE

(1) VAN

(1) HCTITLE 24 OCR, PART 3 PLYWOOD

TITLE 24 OCR,

TITLE 24 OCR,

PART 8

PART 9

CONCRETE PAVING/SIDEWALK

TITLE 24 CCR,

TITLE 24 CCR,

PART 10

PART 12 M NWOOD STUD

CD

2: mlo.OD DO

★ , ★TRENCH BACKFILL MATERIAL

A 1—JJJ-—JJJ-—JJJ——-j

SOIL (GROUND LEVEL)

msnsnsm

AGGREGATE BASE

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS FLS ACS

DATE:

02-120600

12/12/2022

Project Number 000000000009904, Issue Date 04/19/2024

A1.1

ACCESSIBILITY PARKING PLAN

C op yr ig ht

6, C al ifo rn ia

D ep ar tm en t o f G en er al

S er vi ce s

- R ea l E st at e Se rv ic es D iv is io n

ELECTRIC VEHICLE

SUPPLY EQUIPMENT

INSTALLATION

CENTINELA STATE PRISON

2302 BROWN ROAD,

IMPERIAL, CA 92251

DEPARTMENT OF

GENERAL SERVICES

JBS JDCTPK TPK

JCCA

385 VAN NESS WAY, SUITE 208

ASSOCIATES, INC.

J.C. CHANG AND

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

JCCA #21620-4

Project Manager: Xxxxxx Xxxxxx

916 375 - 4196 Fax 916 37x - xxxx Voice xxxxx.xxxxx@dgs.ca.gov

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Office of Sustainability State of California

West Sacramento, California 95605

Department of General Services

V2

ACCESSIBILITY

PARKING PLAN

(N) ELECTRIC VEHICLE CHARGING SIGN (STAFF PARKING)2

DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE

STATEMENT:

EXCEPTION NOTE:

GUIDELINES FOR THE PROVISION OF ELECTRIC VEHICLE

CHARGING STATION:

VAN ACCESSIBLE EV STALL SIGN DETAIL1

ACCESSIBLE EV STALL SIGN DETAIL5

6 7 SINGLE PORT PEDESTAL MOUNTING DETAIL (TYPICAL) DUAL PORT PEDESTAL MOUNTING DETAIL (TYPICAL)

FRONT ELEVATION FRONT ELEVATION

(N) ELECTRIC VEHICLE CHARGING SIGN (FLEET PARKING)3

(N) ELECTRIC VEHICLE CHARGING STALL PAVEMENT MARKER DETAIL4

ACCESSIBLE ROUTE (A.R.) AND DESIGN PROFESSIONAL GENERAL NOTES

R Q P 0 N M J I G F E D C B AL K HI I I I I I I I I I I I I I I I

3 1/2 NOTE: TOP OF PIPE TO BE CAPPED12x RADIUS, TYP:

CM GREEN BACKGROUND. FASTEN SIGN WITH

(2) X” DIAM. STAINLESS STEEL CARRIAGE

BOLTS W/WASHERS TO GALV. STL. POST.

(MANGLE THREADS AFTER INSTALLATION).

■V

1 1THE POT IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT

WITH THE CURRENT APPLICABLE CALIFORNIA BUILDING CODE ACCESSIBILITY

PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS,

ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS

PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR

PORTIONS OF THE POT THAT WERE DETERMINED TO BE NONCOMPLIANT

1) HAVE BEEN IDENTIFIED AND 2) THE CORRECTIVE WORK NECESSARY TO

BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE SCOPE

OF THIS PROJECT’S WORK THROUGH DETAILS, DRAWINGS AND

SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS.

ANY NONCOMPLIANT ELEMENTS, COMPONENTS OR PORTIONS OF THE POT

THAT WILL NOT BE CORRECTED BY THIS PROJECT BASED ON VALUATION

THRESHOLD LIMITATIONS OR A FINDING OF UNREASONABLE HARDSHIP ARE

SO INDICATED IN THESE CONSTRUCTION DOCUMENTS.

DURING CONSTRUCTION, IF POT ITEMS WITHIN THE SCOPE OF THE PROJECT

REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE NONCONFORMING

BEYOND REASONABLE CONSTRUCTION TOLERANCES, THEY SHALL BE

BROUGHT INTO COMPLIANCE WITH THE CBC AS PART OF THIS PROJECT BY

MEANS OF A CONSTRUCTION CHANGE DOCUMENT.

GREEN BACKGROUND GREEN BACKGROUNDE EELECTRIC

VEHICLE

CHARGING

ONLY

o V J mCM WHITE LETTERING

ELECTRIC

VEHICLE

CHARGING

ONLY

ELECTRIC

FLEET I

VEHICLE

CHARGING

ONLY

■V

ADDITIONAL SIGN AT ACCESSIBLE SPACES

(WHERE IT OCCURS)

ADDITIONAL SIGN FOR VAN ACCESSIBLE

SPACES WHERE APPLICABLE WHITE

LETTERS ON BLUE BACKGROUND (LOCATE

FACING VAN ACCESSIBLE ENTRY ONLY)

2 2 OFFICE OF THE STATE FIRE MARSHAL

APPROVED FIRE AND PANIC ONLY

CD

— WHERE APPLICABLE

VAN

ACCESSIBLE 06/27/22■v

^ 0^—1

— i= sf 99 o o ^ co

-><- 22-1473

— WHITE LETTERING — WHITE LETTERING900

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 shall be available on the project site at all times.

lj- 0^ a: o — o <c o ASPHALT OR CONCRETE WALKooff

3 Jr

4 <

2” DIAM. GALV. IRON SIGN POSTYXJIT

NOTE: NOTE:

CD CONCRETE FOOTINGro

COORDINATE STALL

PAVEMENT MARKER WITH

CHARGING STATION’S

MANUFACTURER.

COORDINATE STALL

PAVEMENT MARKER WITH

CHARGING STATION’S

MANUFACTURER.

MOUNTING POLE AND

FOOTING

MOUNTING POLE AND

FOOTING

NOTE:

PROVIDE ONE SIGN AT EACH

PHYSICALLY ACCESSIBLE EV

STALL, TYP.

RESTRICTED ELECTRIC VEHICLE CHARGING STATION NOT AVAILABLE TO THE

GENERAL PUBLIC AND INTENDED FOR USE BY A DESIGNATED VEHICLE OR

DRIVER, SUCH AS PUBLIC OR PRIVATE FLEET VEHICLES, VEHICLES

ASSIGNED TO AN EMPLOYEE OR BY AN ELECTRIC VEHICLE OWNER AT

HOME MAY BUT SHALL NOT BE REQUIRED TO COMPLY WITH EVG-250

AND EVG-812.

- A ro GENERAL SERVICESA4 ■v

18” DIA.

O OoN.T.S. N.T.S. N.T.S.

1/2CALTRANS EVCS SIGN

DESIGNATION G66-21B (CA)

WHITE FIGURE ON GREEN

BACKGROUND TO MATCH

FEDERAL STANDARD 595B

COLOR NUMBER 14090

NOTE: TOP OF PIPE TO BE CAPPED12RADIUS, TYP: EXISTING ACCESSIBLE PATH IS

COMPLIANT UNDER EXISTING^

DSA # 04-104623 ON TITLE SHEET

NOTE: □ □

GREEN BACKGROUND. FASTEN SIGN WITH

(2) X” DIAM. STAINLESS STEEL CARRIAGE BOLTS

W/WASHERS TO GALV. STL. POST. (MANGLE

THREADS AFTER INSTALLATION).

□am5 1. COORDINATE STALL PAVEMENT

MARKER WITH CHARGING

STATION’S MANUFACTURER.

u

□ELECTRIC

VEHICLE

CHARGING

ONLY

1o

CMGREEN

BACKGROUND

WHITE LETTERING ILTJILTJILT. DaH [-ft- •K

BUILDING

ENTRANCE

L ACCESSIBLE

ROUTE

Jr

6 £2.2

— Q_4” WIDE WHITE

BORDER AT

PERIMETER OF

EVCS SIGN-------

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<cOE □ A /6r.oo h Wr Wr Wr ^ ^ ^ S fcl

BGdlS^ISiaiSEdlllEdlS

COrrrrrrr iijijijijijij®j o o c_> CO CtT

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ASPHALT OR CONCRETE WALKV7 7

2” DIAM. GALV. IRON SIGN POSTWHITE

STROKE-TYP.

rV -rv Issue co CONCRETE FOOTING No. Date Descriptionro

4; <

A. NOTE:

3’—0 - -4 PROVIDE ONE SIGN AT EACH

PHYSICALLY ACCESSIBLE EV

STALL, TYP.

-><- K) A8 8■y

WHITE STROKE-TYP. 18” DIA.

O O NN.T.S.N.T.S.N.T.S.

12.8 21.9

ACCESSIBLE ROUTE (A.R.) IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS

IS A BARRIER FREE ACCESS WITHOUT ANY ABRUPT VERTICAL CHANGES

EXCEEDING 1/2” AT 1:2 MAXIMUM SLOPE, EXCEPT THAT LEVEL CHANGES

DO NOT EXCEED 1/4” VERTICAL (11B-303 & 11B-403.4.). A.R. IS A

MINIMUM OF 48” WIDE (11B-403.5 1EX3) BARRIER-FREE ROUTE WITH

SLIP-RESISTANT SURFACE. THE RUNNING SLOPE SHALL BE 5% MAX. IN

THE DIRECTION OF TRAFFIC FLOW AND THE CROSS SLOPE SHALL NOT BE

STEEPER THAN 1:48 (11B-403.3). PASSING SPACES (11 B-403.5.3) OF

60”X60” MIN. ARE LOCATED NOT MORE THAN 200 APART. WALKS WITH

CONTINUOUS GRADIENTS HAVE 60” IN LENGTH OF LEVEL AREAS

(11B—403.7) NOT MORE THAN 400 APART. A.R. SHALL BE MAINTAINED

FREE OF OVERHANGING OBSTRUCTIONS TO 80” MIN. (11B-307.4) AND

FREE OF PROTRUDING OBJECTS (11B-307) GREATER THAN 4” PROJECTION

FROM WALL ABOVE 27” AND LESS THAN 80”. OBJECTS PROTRUDING INTO

THE A.R. SHALL NOT REDUCE THE CLEAR WIDTH OR MANEUVERING SPACE

REQUIRED FOR ACCESSIBLE ROUTES (11B-307.5). THERE IS NO DROP-OFF

OVER 4” AT THE EDGE OF WALK OR LANDING UNLESS IDENTIFIED BY A

GUARD, A HANDRAIL, OR A WARNING CURB AT LEAST 6” IN HEIGHT ABOVE

THE WALK (11 B—303.5).

a. HAVE BEEN IDENTIFIED AND1.-,<■

Project13.5 t-----9 9b. THE CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE

HAS BEEN INCLUDED WITHIN THE SCOPE OF THIS PROJECTS WORK

THROUGH DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED INTO

THESE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL FIELD

VERIFY ALL SLOPES/GRADES AND DIMENSIONS TO CONFIRM THE

CORRECTIVE WORK NECESSARY.

-V

Client Agency

3. ANY EXISTING NONCOMPLIANT ELEMENTS, COMPONENTS OR PORTIONS OF

THE ACCESSIBLE ROUTE THAT WILL NOT BE CORRECTED BY THIS PROJECT

BASED ON VALUATION THRESHOLD LIMITATIONS OR A FINDING OF

UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION

DOCUMENTS.

1C 10

□ n© © ©CM CM Supervisor DesignedDrawn Checked figLO LO OO oo

Issue Date SPI Building Number4. DURING CONSTRUCTION, IF ACCESSIBLE ROUTE ITEMS WITHIN THE SCOPE

OF THE PROJECT REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE

NONCONFORMING BEYOND REASONABLE CONSTRUCTION TOLERANCES, THE

CONTRACTOR SHALL BRING THESE ITEMS INTO COMPLIANCE WITH THE CBC

AS A PART OF THIS PROJECT AND THE FULL SCOPE OF WORK SHALL BE

IDENTIFIED ON THE PROJECT RECORD DRAWINGS.

LO lO Sheet Title

LO LO

11 11

2. DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT:

■>r

Project NumberTHE ACCESSIBLE ROUTE (A.R.) IDENTIFIED IN THESE CONSTRUCTION

DOCUMENTS IS COMPLIANT WITH THE CURRENT APPLICABLE CALIFORNIA

BUILDING CODE ACCESSIBILITY PROVISIONS FOR ACCESSIBLE ROUTE

REQUIREMENTS FOR THE INSTALLATION OF ELECTRIC VEHICLE CHARGING

STATIONS (11B—812.5). AS PART OF THE DESIGN OF THIS PROJECT, THE

ACCESSIBLE ROUTE WAS EXAMINED BASED ON APPROXIMATE FIELD

MEASUREMENTS AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE

ACCESSIBLE ROUTE THAT WERE DETERMINED TO BE NONCOMPLIANT.

Aa

" A

<A <A

Reference North Sheet Scale

12 12 Sheet Number

O O ofN.T.S. N.T.S.

T T T T T T T T T T T T T T T TQ 0 F E C BR P N M L K J I H G D A

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS FLS ACS

DATE:

02-120600

E1.0

C op yr ig ht

6, C al ifo rn ia

D ep ar tm en t o f G en er al

S er vi ce s

- R ea l E st at e Se rv ic es D iv is io n

ELECTRIC VEHICLE

SUPPLY EQUIPMENT

INSTALLATION

CENTINELA STATE PRISON

2302 BROWN ROAD,

IMPERIAL, CA 92251

DEPARTMENT OF

GENERAL SERVICES

JBS JDCTPK TPK

JCCA

385 VAN NESS WAY, SUITE 208

ASSOCIATES, INC.

J.C. CHANG AND

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

JCCA #21620-4

Project Manager: Xxxxxx Xxxxxx

916 375 - 4196 Fax 916 37x - xxxx Voice xxxxx.xxxxx@dgs.ca.gov

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Office of Sustainability State of California

West Sacramento, California 95605

Department of General Services

V2

SINGLE LINE DIAGRAM

SINGLE LINE DIAGRAM

KEYNOTE:

R Q P 0 N J I G F E D C B AM L K HI I I I I I I I I I I I I I I I I

x M

1 1(E)#2 WIRE (E) 2-4”C.

(E)6- 800AF

800AT (E) DISTRIBUTION SWITCHBOARD ’’SB-25N

O'

Q CL 1(E) GROUND BUS

(E) NEUTRAL BUSID_O *

CelCel

(E) 277/480V, 30, 4W, 800A BUS, 25 KAIC, NEMA 3R<c o2 2

OFFICE OF THE STATE FIRE MARSHAL

APPROVED FIRE AND PANIC ONLY

o 1 2 3 4 4 4o (E) (E) (E) (E) (N) (E) (E)o Cel O' o 6- o 6- oO o m20A 30A 30A 60A 400AF 800AF 800AF

Q- Q- Q- Q- Q- Q-3P 3P 3P 3P 350AT 300AT 600AT 06/27/22

22-1473

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 shall be available on the project site at all times.

(E)1-2”C-4#6(E)1-1”C-3#12 (E)1-2”C-4#6at-

3-1/2”C.-3#500KCMIL (E) 3”C.-3#250KCMIL ^

& 1#3GND.

(E)2-4”C-4#350MCM3 c f

& 1#3GND.

(N)

400AS

350AF

3P, NEMA 3R

EP 600V(E) BLDG. (E) BLDG.

P.A.B.X.

(E) BLDG.

(E) (E) 805 800

PNL. PNL. MLC-N5 SITE LTG 3-1/2”C.-3|500KCMIL

GENERAL SERVICES& 1#3GND.4

(N) TRANSF. ’’TEVSE”

225KVA, 480-120/208V,

30, 4W„ 3R.

t----- (N) 3/0 GEC, (&)) UFER GROUND

-------2 SETS OF 4#500 KCMIL & 1 #3/0 GND., 3-1/2”C.

i i

(N)

1 #3/0 BC.—'■

GROUND WELL.

SEE DETAIL 10/E3.0.30-DAY PEAK DEMAND LOAD RECORDED

(08/21/19 - 10/03/19) KVA x 125% (NEC 220)

NEW LOAD ADDED

= 226.307 kVA5

(N) 3/40X10’ LONG

COPPER-CLAD GROUND ROD.

56.557 kVA

180 (N)PNL.

EVSENET DEMAND LOAD = 462.88 kVA or 556.76 Amps < 800A 3R mN.T.S.

<3r

^ hr.co °Wo o. E/12

** /LJCP.//30/22

mcc

7 7

|T| PROVIDE AND INSTALL NEW BRANCH CIRCUIT BREAKER IN EXISTING GENERAL ELECTRIC

(CONTRACTOR TO FIELD VERIFY), DISTRIBUTION SWITCHBOARD SB-25N .

BREAKER SHALL MATCH THE AIC RATING OF THE EXISTING CIRCUIT BREAKERS. MODIFY THE

SWITCHBOARD BY PROVIDING THE NECESSARY MOUNTING HARDWARE KIT, COMPLETE, FOR THE

INSTALLATION OF A NEW CIRCUIT BREAKER AS SHOWN IN THE SINGLE LINE DIAGRAM. PREPARE

AND PROVIDE A WRITTEN METHOD OF PROCEDURE (MOP) AND SUBMIT TO THE EEOR AND THE

FACILITY REPRESENTATIVE EOR REVIEW AND APPROVAL. COORDINATE WITH THE SWITCHBOARD

MANUFACTURER TO DOUBLE CHECK ALL THE DETAILS REQUIRED FOR THE

IDENTIFY THE SPECIFIC PIECES OF MOUNTING HARDWARE KIT AND THE EXTEND OF LABOR

REQUIRED TO PROPERLY INSTALL ADDITIONAL CIRCUIT BREAKER IN EXISTING SPACE AND ALL

ARE INCLUDED IN THE BID WITH NO ADDITIONAL COST AFTER THE PROJECT HAS BEEN

AWARDED. PROVIDE THE REQUIRED FILLER PLATES TO PROPERLY COVER THE FRONT PANEL

NOT TO LEAVE ANY GAP OR OPEN SPACE. CONSULT WITH THE IOR AND THE FACILITY MANAGER

EOR ACCEPTANCE AFTER THE CIRCUIT BREAKER IS PROPERLY INSTALLED. ANY PROPOSED

POWER SHUTDOWN SHALL BE COORDINATED IN ADVANCE WITH THE FACILITY PLANT MANAGER

BEFORE PERFORMING MODIFICATION PROCEDURE AND REQUEST EOR THE PRESENCE OF THE

IOR DURING THIS TIME.

NEW CIRCUIT

Issue

No. Date Description

MODIFICATION.

8 8

Project 9 9

Client Agency

1C 10

Supervisor DesignedDrawn Checked

Issue Date SPI Building Number

Sheet Title

11 11

Project Number

Reference North Sheet Scale

2 12 Sheet Number of :a

T T T T T T T T T T T T T T T TR Q O F E C BP N M L K J I H 6 D A

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS FLS ACS

DATE:

02-120600

E1.1

C op yr ig ht

6, C al ifo rn ia

D ep ar tm en t o f G en er al

S er vi ce s

- R ea l E st at e Se rv ic es D iv is io n

ELECTRIC VEHICLE

SUPPLY EQUIPMENT

INSTALLATION

CENTINELA STATE PRISON

2302 BROWN ROAD,

IMPERIAL, CA 92251

DEPARTMENT OF

GENERAL SERVICES

JBS JDCTPK TPK

JCCA

385 VAN NESS WAY, SUITE 208

ASSOCIATES, INC.

J.C. CHANG AND

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

JCCA #21620-4

Project Manager: Xxxxxx Xxxxxx

916 375 - 4196 Fax 916 37x - xxxx Voice xxxxx.xxxxx@dgs.ca.gov

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Office of Sustainability State of California

West Sacramento, California 95605

Department of General Services

V2

PANEL SCHEDULE &

ELEVATION DETAIL

ELEVATION DETAIL 1

FRONT

PLAN

QED-2 SWITCHBOARD DETAIL

FRONTPLAN

225KVA LV DISTRIBUTION TRANSFORMER DETAIL32

WATTAGE

LOCATION

0 A 0 B 0 C

WATTAGE

LOCATION

0 A 0 B 0 C

1EVSE1A 40 40 EVSE-7A3600 36001 19

2 23600 3600

SPARE 40 40 EVSE-7B36002 20

2 2 3600

1EVSE-2A 40 40 EVSE-8A3600 36003 21

2 23600 3600

EVSE-2B 40 40 EVSE-8B3600 36004 22

2 23600 3600

1EVSE-3A 40 40 EVSE-9A3600 36005 23

2 23600 3600

EVSE-3B 40 40 EVSE-9B3600 36006 24

2 23600 3600

1EVSE-4A 40 EVSE-10A403600 36007 25

2 23600 3600

EVSE-4B 40 40 EVSE-10B3600 3600

2 23600 3600

EQUIPPED SPACE 40 EVSE-11A36009 27EQUIPPED SPACE 2 3600

40 EVSE-11B360028

2 3600■i F

40 EVSE-12A360029

2 3600

40 EVSE-12B3600

2 3600

1EVSE-5A 40 EVSE-13A403600 360010 31

2 23600 3600

EVSE-5B 40 EVSE-13B403600 360011 32

2 23600 3600

1 EQUIPPED SPACEEVSE-6A 403600 12 33 EQUIPPED SPACE23600

EQUIPPED SPACEEVSE-6B 403600 13 34 EQUIPPED SPACE23600

EQUIPPED SPACESPARE 40 ^ >■

14 35 EQUIPPED SPACE2

EQUIPPED SPACESPARE 40

15 36 EQUIPPED SPACE2

EQUIPPED SPACESPARE 4016 37 EQUIPPED SPACE2

EQUIPPED SPACESPARE 40

17 38 EQUIPPED SPACE2

EQUIPPED SPACE EQUIPPED SPACE3918EQUIPPED SPACE EQUIPPED SPACE

SUBTOTAL SUBTOTAL288002880021600 360003240032400

LOAD ON 0A 64800 VA AMPS = 540 LOAD ON 0B 61200 VA AMPS = LOAD ON 00 VA AMPS510 45054000

TOTAL CONNECTED LOAD IN VA

LONG CONTINUED LOAD (LCL)

LCL X 25%

VA180000

VA LARGEST MOTOR LOAD (LML) =

LML X 25%

TOTAL CURRENT

VA

VA VA

TOTAL LOAD CONNECTED LOAD + LCL X 25% + LML X AMPERES180000 499.6

a40.07

WIRE it37.50 ft. -ft. -ft.

ACCESS

4.01A J r

T

ACCESSORY

WEATHER

SHIELD

i Cio oo f

L_S(r i

■Jr APPROXIMATE

CENTER OF

GRAVITY

r Y y c># •o Ov y LO ff36.75

LO

I

Oftam •oi r r / i f

MsI oo oo O

CD

L I O C\| iff4.21 1 <■

-2- S.5.00 --Eft20.34 n

ON.T.S.

T T T T T T T TF E C BI H G D A

I G F E D C B AHI I I I I I I I

PANELBOARD: ”evsei

BUS AMP: _______

99 NEMA 3R (N) SILVER PLATED

COPPER BUS, 3R

208/120V, 30, 4W

800A, 100% RATED (ELECTRONIC)

2 SETS OF 4#500 KCMIL & 1#3/0 GND„ 3-1/2”C.

VOLTAGE

MAIN BKR

FEEDER

PARKING AREALOCATION

MOUNTING

800A

SURFACE

65KAIC:

2 OFFICE OF THE STATE FIRE MARSHAL

APPROVED FIRE AND PANIC ONLY

06/27/22

22-1473

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 shall be available on the project site at all times.

GENERAL SERVICES

m <09r co 22A\ I m

** ,.xp.//30/22 V/jp CD lo. m<X-

Issue

No. Date Description

Project

Client Agency

Supervisor DesignedDrawn Checked

Issue Date SPI Building Number

Sheet Title

Project Number

Reference North Sheet Scale

Sheet Number of

R Q P O N JM L KI I I I I I I I

(N) ”TEVSE”, K-13, 225 KVA PAD MOUNTED

TRANSFORMER 3 PHASE, SQUARE D, 480V

DELTA, 120/208V, SECONDARY VOLTAGE, 115*0

COPPER WINDINGS, OR APPROVED EQUIVALENT.

SEE DETAIL 5/E3.0 (NEMA 3R, PAD MOUNTED).

x oi

(N) PANEL ’’EVSE

NEMA 3R

>1

400A, 3P, 480V

DISCONNECT SWITCH,

350A FUSED, NEMA 3R

13.5 Y 1 19 □

— 2 20 □ 153 21 □

22ii □

23 □ DS24 10.5□2 M 25 □

8 26 □

(N) PANEL27 □ N1001 UNISTRUT

SUPPORT (TYP.)

28 □ O29 □ >>30 EVSE□

(N)TEVSEH10 31

Tj11 32 H12 33 H13 34

□ 14 35 15 36

—116 37 17 38 18 39

□ 28.5□ SEE TRANSFORMER

MOUNTING DETAIL 5/E3.0

□ :FIN. — FIN.

GRADE

□221 □ 63 63.a.

GRADE GROUND15 \LINE LINE3 WELL T^ f/

13.5 6 tiT ri

V4■ J I4I ‘ I I I IT I l' .4/ vST/IV/>

'■7 7" " 71A

IuI I I I JII }TO />i i i i i ii i i iTO I Ii i i i EXISTING MAIN

SWITCHBOARD

SB-25N

y \__ __y v.___ —ft--------- 'EVSE UNITS.V

SEE SHEET

DWG. ON

1/E2.2

3-1/2”C.-3#500KCMIL COPPER-CLAD GROUND

ROD, 3/4”0 x 10’

EARTH DRIVEN

f4

& 1|3GND.

1 6’ —6 ff

(N) 3/40x10’ LONG COPPER-CLAD

GROUND ROD, DRIVEN TO EARTH.

(CADWELD)

(N) 3/0 GEC,

UFER GROUND

(IL))

N.,____ ,/ I I

•— G ♦- G G G G G —•

#3/0 (TYP.)i i i io oi

<A A 44iA I ■A A-a A

■» ■ 4♦ A- £

#3/0 (TYP.)

(N) FANEL <A

■ A

(N)TEVSEEVSEo o a6 A" . A A.

4CD

4 400A, 3P, 480V

DISCONNECT

SWITCH, 350A

FUSED, NEMA 3R

CADWELD (TYP.)

i

A '4

A ' < 4 '■

A

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A

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.A A<j4

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L .2

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(N) ’’TEVSE”, K-13, 225 KVA PAD MOUNTED

TRANSFORMER 3 PHASE, SQUARE D, 480V DELTA,

120/208V, SECONDARY VOLTAGE, 115°C COPPER

WINDINGS, OR APPROVED EQUIVALENT. SEE DETAILS

3/E1.1, 1/E2.2 & 5/E3.0 (NEMA 3R, PAD MOUNTED).

4-1/2” BOLLARD TYP.

SEE DETAIL 6/E3.0.8

o N.T.S.

9 13.5 POWER MONITORING

METER, SQUARE D

PM8244 OR APPROVED

EQUIVALENT.

Mv H191

15B21

B23 24 10.5

B25 i2727’ 28 □ff ft91.5031.00 tt1C 25.00 B29

1=0=130 i3110b d o o 11 32m 3312 □3.1 3.1 28.515.60 fttt 15.6024.00 13 34 □ tt 351421.00 □ 15 36 □*-2.8 t L 2.8 t 916 37 □ft tt5.4 5.4 17 38i i □r o o o 18 39 □27’ 63 63

11 .75 DIA. MTG.,

HOLE OFFSET

3.00” TYP.

FROM SIDE----------

tt tt36.00 30.00

13.5 6

1t) ttit1.50 -36.00■30.00 it tt30.00 36.00 it66.00

ON.T.S.:a T T T T T T T TR Q OP N M L K J

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DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS FLS ACS

DATE:

02-120600

E2.0

C op yr ig ht

6, C al ifo rn ia

D ep ar tm en t o f G en er al

S er vi ce s

- R ea l E st at e Se rv ic es D iv is io n

ELECTRIC VEHICLE

SUPPLY EQUIPMENT

INSTALLATION

CENTINELA STATE PRISON

2302 BROWN ROAD,

IMPERIAL, CA 92251

DEPARTMENT OF

GENERAL SERVICES

JBS JDCTPK TPK

JCCA

385 VAN NESS WAY, SUITE 208

ASSOCIATES, INC.

J.C. CHANG AND

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

JCCA #21620-4

Project Manager: Xxxxxx Xxxxxx

916 375 - 4196 Fax 916 37x - xxxx Voice xxxxx.xxxxx@dgs.ca.gov

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Office of Sustainability State of California

West Sacramento, California 95605

Department of General Services

V2

ELECTRICAL SITE PLAN

NEW WORK KEYNOTES:

ELECTRICAL SITE PLAN

NEW WORK KEYNOTES:

ADMINISTRATION BLDG.

STAFF PARKING

P.A.B.X

STAFF

ENTRANCE

1 VAN ACCESS &

1 REGULAR ADA EVSE

PARKING ONLY

13 WORKPLACE EVSE

PARKING ONLY

10 FLEET EVSE PARKING

ONLY

R Q P 0 M K J I H 6 F E D C B AN LI I I I I I I I I I I I I I I I I

SEE ENLARGED

NEW WORK POWER PLAN

x

XCM

PARTIAL ELECTRICAL SITE PLAN

ON SHEET 1/E2.1 X1 1SEE ENLARGED

NEW WORK EVSE POWER PLAN *

PARTIAL FLEET PARKING AREA □ □

□□ Q Tf?

ON SHEET 1/E2.2 - I-- ---

a

1r~i -J l 1(

\ II

1 -U2 2J OFFICE OF THE STATE FIRE MARSHAL

APPROVED FIRE AND PANIC ONLY

I r\ ii oI T3 I□\ \ \ \\ \ \ \

06/27/22I ;

_J V.:,\ \ \ \ X 22-1473\ \ \ \ \ \ :iJaL JaL JaL JaL JaL JaL JaL JaL JaL JaL JaL X

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 shall be available on the project site at all times.

sI

----------------- —>LS □lf3 ]t i it il 1j v.I ) si/r i__ □

(E) PATH OF TRAVEL,

SHOWN FOR REFERENCE ONLY

(N) NEW ACCESSIBLE ROUTE.

SEE DETAIL 4/E31

GENERAL SERVICES4

■p- TX

<2?

£0 m\ Xm

^,.xp.//30/22 yljo CD lo. mo£

7 7

Issue

No. Date Description

JXi 8 Y Y Y Y Y 8

ProjectSCALE o 10 20 40 FEET 60

1/32” = 1 0

Client Agency

1C 10

[7] PRIMARY FEEDER, 3#500KCMIL + 1 #3 GND. 3-1 /2”C. ROUTE

FEEDER UNDERGROUND. SEE TRENCH DETAILS 3 & 4/E3.0.

SAWCUT EXISTING PAVEMENT TO INSTALL UNDERGROUND FEEDER,

BACKFILL, COMPACT AND RESTORE TO ORIGINAL CONDITION AS

REQUIRED.

Supervisor DesignedDrawn Checked

Issue Date SPI Building Number

Sheet Title

11 11

Project Number

Reference North Sheet Scale

12 12 Sheet Number

U of

JCCA

T T T T T T T T T T T T T T T T TQ O CR P N M L K J I H G F E D B A

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS FLS ACS

DATE:

02-120600

E2.1

C op yr ig ht

6, C al ifo rn ia

D ep ar tm en t o f G en er al

S er vi ce s

- R ea l E st at e Se rv ic es D iv is io n

ELECTRIC VEHICLE

SUPPLY EQUIPMENT

INSTALLATION

CENTINELA STATE PRISON

2302 BROWN ROAD,

IMPERIAL, CA 92251

DEPARTMENT OF

GENERAL SERVICES

JBS JDCTPK TPK

JCCA

385 VAN NESS WAY, SUITE 208

ASSOCIATES, INC.

J.C. CHANG AND

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

JCCA #21620-4

Project Manager: Xxxxxx Xxxxxx

916 375 - 4196 Fax 916 37x - xxxx Voice xxxxx.xxxxx@dgs.ca.gov

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Office of Sustainability State of California

West Sacramento, California 95605

Department of General Services

V2

ENLARGED NEW WORK EVSE POWER PLAN - PARTIAL PARKING AREA-1

ENLARGED NEW WORK

EVSE POWER PLAN -

PARTIAL PARKING AREA-1

ADMINISTRATION BLDG.

P.A.B.X

STAFF

ENTRANCE

NEW WORK KEYNOTE:

R Q P 0 N J I G F E D C B AM L K HI I I I I I I I I I I I I I I I I

x

CM

1 1

PROVIDE AND INSTALL NEW BRANCH CIRCUIT BREAKER IN EXISTING

GENERAL ELECTRIC (CONTRACTOR TO FIELD VERIFY), DISTRIBUTION

SWITCHBOARD SB-25N .

THE AIC RATING OF THE EXISTING CIRCUIT BREAKERS. MODIFY THE

SWITCHBOARD BY PROVIDING THE NECESSARY MOUNTING HARDWARE

KIT, COMPLETE, FOR THE INSTALLATION OF A NEW CIRCUIT

BREAKER AS SHOWN IN THE SINGLE LINE DIAGRAM. PREPARE AND

PROVIDE A WRITTEN METHOD OF PROCEDURE (MOP) AND SUBMIT

TO THE EEOR AND THE FACILITY REPRESENTATIVE FOR REVIEW AND

APPROVAL. COORDINATE WITH THE SWITCHBOARD MANUFACTURER TO

DOUBLE CHECK ALL THE DETAILS REQUIRED FOR THE

MODIFICATION. IDENTIFY THE SPECIFIC PIECES OF MOUNTING

HARDWARE KIT AND THE EXTEND OF LABOR REQUIRED TO

PROPERLY INSTALL ADDITIONAL CIRCUIT BREAKER IN EXISTING

SPACE AND ALL ARE INCLUDED IN THE BID WITH NO ADDITIONAL

COST AFTER THE PROJECT HAS BEEN AWARDED. PROVIDE THE

REQUIRED FILLER PLATES TO PROPERLY COVER THE FRONT PANEL

NOT TO LEAVE ANY GAP OR OPEN SPACE. CONSULT WITH THE IOR

AND THE FACILITY MANAGER FOR ACCEPTANCE AFTER THE CIRCUIT

BREAKER IS PROPERLY INSTALLED. ANY PROPOSED POWER

SHUTDOWN SHALL BE COORDINATED IN ADVANCE WITH THE FACILITY

PLANT MANAGER BEFORE PERFORMING MODIFICATION PROCEDURE

AND REQUEST FOR THE PRESENCE OF THE IOR DURING THIS TIME.

NEW CIRCUIT BREAKER SHALL MATCH

2 2 OFFICE OF THE STATE FIRE MARSHAL

APPROVED FIRE AND PANIC ONLY

06/27/22

22-1473

(E) MAIN SWITCHBOARD

”SB-25N”.pr 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 shall be available on the project site at all times.

t

I Ir GENERAL SERVICES4 I I

I I I I I I

I5 I

/■b

TO NEW EVSE TRANSFORMER

VIA DISCONNECT SWITCH,

SEE DRAWING ON SHEET 1/E2.2 &

ELECTRICAL POWER SITE PLAN

ON 1/E2.0

3-1/2”C.-3#500KCMIL & 1 #3 GND.

m <0<3r to 22A\ I m

,.xp.//30/22 ]/J=£ o lo. m<X-

7 7

X X X X Issue xX No. Date Description xx 8 8 xx

Project

Client Agency

1C 10

Supervisor DesignedDrawn Checked

Issue Date SPI Building Number SCALE o 4 8 FEET 16

1/8” = 1’-0 Sheet Title

11 11

Project Number

Reference North Sheet Scale

2 12 Sheet Number of :a

T T T T T T T T T T T T T T T T TR Q 0 F E C BP N M L K J I H G D A

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS FLS ACS

DATE:

02-120600

E2.2

C op yr ig ht

6, C al ifo rn ia

D ep ar tm en t o f G en er al

S er vi ce s

- R ea l E st at e Se rv ic es D iv is io n

ELECTRIC VEHICLE

SUPPLY EQUIPMENT

INSTALLATION

CENTINELA STATE PRISON

2302 BROWN ROAD,

IMPERIAL, CA 92251

DEPARTMENT OF

GENERAL SERVICES

JBS JDCTPK TPK

JCCA

385 VAN NESS WAY, SUITE 208

ASSOCIATES, INC.

J.C. CHANG AND

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

JCCA #21620-4

Project Manager: Xxxxxx Xxxxxx

916 375 - 4196 Fax 916 37x - xxxx Voice xxxxx.xxxxx@dgs.ca.gov

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Office of Sustainability State of California

West Sacramento, California 95605

Department of General Services

V2

NEW WORK KEYNOTES:

ENLARGED NEW WORK EVSE POWER PLAN - PARTIAL PARKING AREA-2

ADMIN.

BLDG.

ENLARGED NEW WORK

EVSE POWER PLAN -

PARTIAL PARKING AREA-2

10 FLEET EVSE PARKING

ONLY

STANDARD

ACCESSIBLE

13 WORKPLACE EVSE

PARKING ONLYFO

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13 11 10

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T[[ [ [[ I[VSEI-23,24- 06/27/22

IEVSE1 -31,3 EVSE1 -29,3' EVSE1 —27,255 EVSE1 -25,2:

22-1473

TYP. 14

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 shall be available on the project site at all times.

TYP 133

In n □ □ □ □ n □ □ □u |vll E E E |v|¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥

V. 1 V"

GENERAL SERVICES4 TO EXISTING MAIN SWITCHBOARD

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ROUTING.

------f I I I I I I

I5 I-(N) 3/0 GEC, UFER GROUND

-(N) 3/40X10’ LONG COPPER-CLAD GROUND

ROD, DRIVEN TO EARTH. INSIDE GROUND WELL.

SEE DETAIL 3/E3.1.

5~| (N)TRANSFORMER

EVSE” 225KVA

6](N)DISC. SWITCH

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. (TYP.* OF; ^ LOCATIONS)1

V-rtE) CONCRETE PAVEMENT—

[ [ [ [ [ [ [ [ [ [ [ [ i [ ]

I 25 2436” ^ EVSE1-1 Issue4” WIDE

GREEN PAINT

STRIPE (TYP.)

MIN:— EVSE1 -21,2 EVSE1 — 19,2L —EVSE1 -12,1 EVSE1 -10,1 EVSE1 -7,8 EVSE1 -5,6I 4 DateNo. Description

TYP. 91YP. 14 i’

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LETTER PAINTED

IN WHITE (TYP.)

ii12 HIGHC.L. C.L. C.L. C.L. C.L.

LETTER

PAINTED IN

WHITE (TYP.)

Project

NSCALE o 4 8 FEET 16

1/8” = 1 0 Client Agency

1C 10

1 (N) ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE) ”BTC POWER

SINGLE OR DUAL PORT 30A LEVEL 2 FOR PUBLIC USE CHARGING

STATIONS CAT. # L2P-30-240-15-001 PEDESTAL MOUNTING

BODY. SEE BOOK SPECS FOR ADDITIONAL INFORMATION. SEE

DETAIL 1 & 2/E3.0. PLEASE NOTE THAT THIS EQUIPMENT IS

FURNISHED, INSTALLED AND PROGRAMMED/CALIBRATED BY DGS.

CONCRETE HANDHOLE, PROTECTION BOLLARDS AND CONCRETE

BASE SHALL BE PROVIDED COMPLETE WITH REQUIRED MOUNTING

BOLTS AND POWER WIRINGS BY THIS CONTRACTOR.

n 5 (N) ’’TEVSE”, K— 13, 225 KVA PAD MOUNTED TRANSFORMER, 3 PHASE, SQUARE D, 480V DELTA, 120/208V, SECONDARY

VOLTAGE, 115°C COPPER WINDINGS, OR APPROVED EQUIVALENT.

SEE DETAIL 5/E3.0 (NEMA 3R, PAD MOUNTED).

24”x36”x36” UNDERGROUND CONCRETE PULLBOX.

SEE DETAIL 2/E3.1.

yj\ (3)X 7 + (1)X 18 , (2)X 20, + (1)X 21 . SEE DETAILS 3 &

4/E3.0 WHICHEVER APPLIES.

18] 6#6 + 2#8 GND., 1-1/2”C. SEE DETAILS 3 & 4/E3.0

WHICHEVER APPLIES.

24] SEE DETAIL 1/A1.1.10

DrawnSupervisor Designed Checked

25 SEE DETAIL 2/A1.1.

INSTALLATION OF ALL UNDERGROUND PULLB0XES AND CONDUIT

SHALL BE COORDINATED IN THE FIELD NOT TO INTERFERE AND

KEEP CLEAR FROM THE EXISTING PLANTS, TREES, UNDERGROUND

UTILITIES AND SPRINKLER HEADS.

Issue Date SPI Building Number26] SEE DETAIL 6/A1.1.6 400A, 3P, 480V DISCONNECT SWITCH, 350A FUSED, NEMA 3R, TYPE HD, GE-TH3365, OR APPROVED EQUIVALENT.

PRIMARY FEEDER, 3#500KCMIL + 1 #3 GND. 3-1/2”C. ROUTE

FEEDER UNDERGROUND. SEE TRENCH DETAILS

3 & 4/E3.0 WHICH EVER APPLIES.

[7] 8#6 + 2#8 GND., 1-1/2”C. SEE DETAILS 3 & 4/E3.0

WHICH EVER APPLIES.

19 2#6 + 1#8 GND., 1 ”C. SEE DETAILS 3 & 4/E3.0

WHICHEVER APPLIES.

Sheet Title

11 11(N) CONCRETE PAD. SEE DWG. DETAIL ON 3/E3.0.12

20 8#4 + 2#8 GND., 1-1/2”C. SEE DETAILS 3 & 4/E3.0

WHICHEVER APPLIES.

2 IN-GROUND CONCRETE HAND HOLE WITH CONCRETE COVER.

SEE DETAIL 1/E3.1. PROVIDE 12’ LONG SLACK WIRE, COILED

INSIDE THE HANDHOLE FOR FINAL TERMINATION BY THE EVSE

INSTALLER.

ELECTRIC VECHICLE CHARGING STATION PAVEMENT SIGN.

SEE DETAIL 8/E3.0. (TYP.)

21 4#4 + 1#8 GND., 1-1/4”C. SEE DETAILS 3 & 4/E3.0

WHICHEVER APPLIES.

Project Number

(N) WHEEL STOPPER. SEE DETAIL 7/E3.0. (TYP.)

15-1 /8”x25-1 /8”x24” UNDERGROUND CONCRETE PULLBOX. SEE

DETAIL 1/E3.1.

(N) 4” PROTECTIVE BOLLARD, SCHEDULE 40 GALVANIZED STEEL

AND CONCRETE FILLED. SEE DETAIL 6/E3.0.

8 4#6 + 1#8 GND., 1-1/2”C. SEE DETAILS 3 & 4/E3.0

WHICH EVER APPLIES.

3 IN-GROUND CONCRETE PULLBOX WITH STEEL COVER LABELED

’’ELECTRICAL”. SEE DETAIL 2/E3.1. 22 PRIMARY FEEDER, SEE SINGLE LINE DIAGRAM. Reference North Sheet Scale15 2 129 (N) ELECTRIC VEHICLE CHARGING SIGN. SEE DETAIL 3/A1.1. 23] PROVIDE A YELLOW 3’-0”x5’-4” PER CODE DETECTABLE WARNING

(RAISED TRUNCATED DOMES) COMPLYING WITH 11 B-705.1.1.1 &

11 B-705.1.1.2. SEE DETAIL 9/E3.0 FOR ADDITIONAL INFORMATION.

4 (N) DISTRIBUTION SWITCHBOARD ’’EVSE” PAD MOUNTED, NEMA 3R.

SEE PANEL SCHEDULE ON SHEET E1.1.

Sheet Number of

T T T T T T T T T T T T T T T T TR Q P 0 M L K J I H 6 F E D C B AN

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS FLS ACS

DATE:

02-120600

E3.0

C op yr ig ht

6, C al ifo rn ia

D ep ar tm en t o f G en er al

S er vi ce s

- R ea l E st at e Se rv ic es D iv is io n

ELECTRIC VEHICLE

SUPPLY EQUIPMENT

INSTALLATION

CENTINELA STATE PRISON

2302 BROWN ROAD,

IMPERIAL, CA 92251

DEPARTMENT OF

GENERAL SERVICES

JBS JDCTPK TPK

JCCA

385 VAN NESS WAY, SUITE 208

ASSOCIATES, INC.

J.C. CHANG AND

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

JCCA #21620-4

Project Manager: Xxxxxx Xxxxxx

916 375 - 4196 Fax 916 37x - xxxx Voice xxxxx.xxxxx@dgs.ca.gov

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Office of Sustainability State of California

West Sacramento, California 95605

Department of General Services

V2

ELECTRICAL DETAILS

8 ELECTRIC VECHICLE CHARGING STATION PAVEMENT SIGN7 WHEEL STOP DETAIL

6 BOLLARD DETAIL

FRONT ELEVATION SIDE ELEVATION

PLAN

PLAN

SINGLE PEDESTAL MOUNT DETAIL (TYPICAL)

FRONT ELEVATION SIDE ELEVATION

PLAN

PLAN

DUAL PEDESTAL MOUNT DETAIL (TYPICAL)1 2

5 TRANSFORMER MOUNTING DETAIL (WHERE REQUIRED)

TRANSFORMER

TRENCH DETAIL (PAVED AREAS)3

NOTE: NOTE:

TRENCH DETAIL (IN DIRT AREA)4

9 DETECTABLE WARNING DETAIL

ELEVATION (ENLARGED)

COLOR: FEDERAL YELLOW FS 33538

R Q P 0 N M J I G F E D C B AL K HI I I I I I I I I I I I I I I I

8 a a10.0 10.0a a a a a a12.8 48 36 12.8 48 36

7 -><- -><- -><- -><- -><- -,1 -><- 7=-X 6.3’a a6.316.9 21.9 f7 7" 7L 7LM »12.0 12.0Jr

7L 7L 7L 7L1 1->rF7

12” BOLLARD

FOOTING

12” BOLLARD

FOOTING

m*v — »t>N -\/ /B Bv * > \D O > T Il, t> >\ \/ / * *

VCONCRETE PAD CONCRETE PADo —1 > o o > >. * *t•3—O OCD CDCxi Jr TT

(D tn 0 «so o 4 o o > CD * ‘CD cnCJ CD p t>*o Ooo ooJ r

‘ "cm >>■ - ■yCT>N * N t, "N 4- N. CMV V," // / y\ \. \ v C\lo o CD/ / / 1 /o oQ • Q Q Q >i i \ i KD 4 I to * 4LO LO4- l■I-- ■^ri-A A Js A□ □: TJ__/ / A- / XT.2 2tve e e1 N \ ClJr ->rJr OFFICE OF THE STATE FIRE MARSHAL

APPROVED FIRE AND PANIC ONLY

~V 'ACM N CM/ /\ \tt it15 15-- -rJr D DLO LO PS I*oo 7 ~ 7L oo 7- 7-I • I\ \30” CLR. 30” CLR./ 4 /, , -Jr Jr Jr7~\ 7~\ > l>V A >t\ . t T7" Jr 7=- 7L A 06/27/22it tt14 14ro ro

12” BOLLARD

FOOTING

CONCRETE PAD

12” BOLLARD

FOOTING

CONCRETE PAD

7 ~ 7 7 7LCD CD 22-14734-1/2” BOLLARD TYP.

SEE DETAIL 6/E3.0.

4-1/2” BOLLARD TYP.

SEE DETAIL 6/E3.0.

LO LOLO LO

LO LO

<§>V 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 shall be available on the project site at all times.

CD CO CD CD

K) to to ro

MCONCRETE CONCRETE3 CONCRETE PAD

ASPHALT OR

CONCRETE PAVING

(TYP.)

(E) SOIL

(4) 5/8’A STAINLESS STEEL

BOLTS, NUTS & WASHERS

CONCRETE PAD CONCRETE PAD CONCRETE PADPAD PADCM CM

ASPHALT OR

CONCRETE PAVING

(TYP.)

ASPHALT OR

CONCRETE PAVING

(TYP.)

ASPHALT OR

CONCRETE PAVING

(TYP.)

4 4 ¥ 4 4 4 ¥PMJr Jr ■>r ------ !r -V ------ “r ->r■” —

II 1 •M-II

^*C

* III I I I,”4 <,4 Jr JrI ‘A M 4. ItI I -ICM CM CM CM

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1, 1 N 1 1.1

■___•M" •M- ■M- ___ / ■"r-IVI ‘i---- —I Tt- T

(E) SOIL(E) SOIL (E) SOIL

(4) 5/8’A STAINLESS STEEL

BOLTS, NUTS & WASHERS

CM CN CM CMf 1 I 4s 1 I — 1 , 1> I I

II I Is I” I;/ / J-----1 a J--------- 1~

GENERAL SERVICES/L. _ I-------— Jr—— —4 -

11.5 11.5 *tP

30” CLR. a 30” CLR.30 30O o * *tK * tF -x7l N.T.S. N.T.S.

CONCRETE CAP

MINIMUM OF TWO FIELDCONCRETE OR

ASPHALT BASE5 COATS OF PRIMER. TWO

FINISH COATS OF

TRAFFIC SIGNAL YELLOW

FINISH GRADE

SAW CUT (TYP.) FLUSH TYPE »

(4) 5/8” CONCRETE ANCHOR BOLT & FLAT

WASHER WITH 3” MINIMUM EMBEDMENT OR

AS REQUIRED/RECOMMENDED BY EQUIPMENT

MANUFACTURER (TYP.)

4” SCHEDULE 40

STAINLESS STEEL

CONCRETE FILLED

MINIMUM 4” DIAMETER

-r — ■ — — — — — #4 @ 12” O.C.

PROVIDE CADWELD

CONNECTION TO

UFER GROUND

#3/0 BARE CU.

BACKFILL MATERIAL

SHALL BE 90%

COMPACTION ----

'4 ■ D CD' 4^7 K)4 .

4”4' BACKFILL MATERIAL

SHALL BE 90%

COMPACTION ----

. -VT T

CONCRETE PAD WITH SMOOTH

STEEL TROWEL FINISH >

CMCM

CAST IN PLACE CONCRETE

ENCASEMENT (2500 PSI)

6 CD CD

1” CHAMFER TYP._ -v ro to CONCRETE, 3000 PSI

1- 2” COVER

PlyWARNING WARNING Jr mlTT Y *

4443 <7<7TAPE TAPEID FINISH FLOOR /.<

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XvofcaOvX

<7 lA4 <7ro ro co mccCONDUIT SCHEDULE

40 PVC SHOWN.

ACTUAL CONDUIT SIZE

AND QUANTITY SHALL

BE AS REQUIRED IN

THE FIELD.

CONDUIT SCHEDULE

40 PVC SHOWN.

ACTUAL CONDUIT SIZE

AND QUANTITY SHALL

BE AS REQUIRED IN

THE FIELD.

j /Jr Jr <1

41 / TO4J7 00<7\7 7l GROUNDING

RING/GRID

to / 7 4i <7

3” 3” 3” 3” 3” 3” 3” 3” Hsr /_— 7 77 <7

7 -- ------------------ 7L7 --------------------7-7=- 7L 7‘---------------------- 2- 7L 7L / IssueUNDISTURBED

SUBGRADE —

Z\

#3/0 AWG MINIMUM,2#4

No. Date DescriptionBARE COPPER<7 a aADDITIONAL OR LESS CONDUIT

REQUIRE SAME SPACING

ADDITIONAL OR LESS CONDUIT

REQUIRE SAME SPACING

Hsr12 10 _

■ A <7

41tF tF * /Hsr _7

8 8/ a15 tF ■tK o o ooN.T.S. N.T.S. N.T.S.N.T.S.

CALTRANS EVCS SIGN

DESIGNATION G66-21B (CA)

WHITE FIGURE ON GREEN

BACKGROUND TO MATCH

FEDERAL STANDARD 595B

COLOR NUMBER 14090

TOP DIAMETER

OF 0.45-0.47

NOTE:

Project

9 91. COORDINATE STALL PAVEMENT

MARKER WITH CHARGING

STATION’S MANUFACTURER.

PRECAST

CONCRETE BASE DIAMETER

OF .09-0.92

1’ CM<b o a2-1 DIA. GREEN

BACKGROUNDHOLES

N.T.S.

Client Agency

3” 2.3-2.4 7L1C 107L 7L

4” WIDE WHITE

BORDER AT

PERIMETER OF

EVCS SIGN-------

2” Supervisor DesignedDrawn Checked

2) N •ya

1/4 CM

Issue Date SPI Building NumberI>1. 1 roo

CM

ro Sheet Title Jr

Jr11 CM 11CD nM"rV■4- 1^ CM Jr ■y Jr m

CD3)WHITE

STROKE-TYP.

o

#5 REBAR

18” LONG

2—#3 CONT:

REBARS

Jr

Project Number 2)

Reference North Sheet Scale3’—011

7L 7L

12 12 Sheet NumberWHITE STROKE-TYP.

OO o N.T.S. ofN.T.S.N.T.S.JCCA

T T T T T T T T T T T T T T T TR Q O F E C BP N M L K J I H G D A

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS FLS ACS

DATE:

02-120600

E3.1

C op yr ig ht

6, C al ifo rn ia

D ep ar tm en t o f G en er al

S er vi ce s

- R ea l E st at e Se rv ic es D iv is io n

ELECTRIC VEHICLE

SUPPLY EQUIPMENT

INSTALLATION

CENTINELA STATE PRISON

2302 BROWN ROAD,

IMPERIAL, CA 92251

DEPARTMENT OF

GENERAL SERVICES

JBS JDCTPK TPK

JCCA

385 VAN NESS WAY, SUITE 208

ASSOCIATES, INC.

J.C. CHANG AND

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

JCCA #21620-4

Project Manager: Xxxxxx Xxxxxx

916 375 - 4196 Fax 916 37x - xxxx Voice xxxxx.xxxxx@dgs.ca.gov

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Office of Sustainability State of California

West Sacramento, California 95605

Department of General Services

V2

ELECTRICAL DETAILS

CONCRETE HAND HOLE DETAIL (TYPICAL)1

ELECTRIC

HEAVY TRAFFIC HAND HOLE FHR-24-36-36-R 2 PRE-CAST CONCRETE GROUND ROD BOX3

VAN & STANDARD ACCESSIBLE PARKING DETAIL4

R Q P 0 N L K J G F E D C B AM I HI I I I I I I I I I I I I I I I

3 3/8”—16 UNCx1.5” LG PENTA HD BOLT

(P/N: PTA.38— 1.5) FOR SECURING THE

COVER. BOLT HOLE IS USED FOR COVER

LIFT OPERATIONS

x

5-1/8 PULL BOX NOTESN

25-1/8

1 1© ALL BOXES SHALL BE SET ON A MINIMUM 8” GRAVEL BASE

WITH 1/2” DIAMETER GRAVEL.

8-7/81.

ALUMINUM

ID PLATE

ELECTRIC

P/N: LTR-ID

GALV. STEEL COVER

P/N:24—36 —FHR —

-95LBS

CONCRETE COVEROSTEEL COVER

38 LBS. LABEL

’’ELECTRICAL”. -

2. ALL INCIDENTAL CONCRETE SHALL BE REMOVED FROM

BOXES.

if o11-5/8 21-1/8 o'

3. ALL CONDUITS SHALL HAVE RIGID STEEL RISERS

TERMINATING 4” BELOW THE COVER OF THE PULLBOX.

O

AL. FLOATING

NUT;2—3/4”x1 ”x5” THICK

P/N: FLT-NUT—3 ---------------

JCONCRETE

COVER 42 LBS.

i2 2o OFFICE OF THE STATE FIRE MARSHAL

APPROVED FIRE AND PANIC ONLY

I

THE RIGID STEEL SHALL BE WRAPPED W/ 2”, HALF-LAPPED

3M INSULATING TAPE OR APPROVED BITUMINOUS COATING

(ALL SURFACES). SUBMIT METHOD FOR APPROVAL.

4.

9i i CONCRETE GROUND ROD BOX

GROUND ROD/ELECTRODE

CONNECTOR

i

3/8” DIA. BRASS ”L

BOLT, 2 REQUIRED-

06/27/22o i i 22-14735. PROVIDE WATERTIGHT SPLICES AND CAPS FOR

COMMUNICATION AND POWER CONDUCTORS.

70. STEEL REINFORCED

CONCRETE BASE W/

CAST-IN GLV. STEEL FRAME.

P/N: FHR-24—36—36—R----------

.s 3/4”x10’ COPPER GROUND ROD

(8’ MIN. IN CONTACT WITH EARTH)

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 shall be available on the project site at all times.

24PULL BOX 11-3/4PROVIDE SEALING GEL IN ALL CONDUITS (BOTH W/

CONDUCTORS AND IN EMPTY SPARE CONDUITS.) THE GEL

SHALL BE INSERTED IN THE CONDUIT TO A DEPTH OF 6”

AND FLUSH W/THE END OF THE CONDUIT. THE GEL SHALL

BE MANUFACTURED BY WATERGUARD INDUSTRIES ONLY.

6.

3 \ -j

KNOCK OUT

@ 4 PLACES

ky.

3/4” GRAVEL BASE 6” THICK

COPPER GROUNDING ELECTRODE

CONDUCTOR SIZE AS SHOWN ON

EQUIPMENT PAD AND GROUNDING PLAN

SHEETS, CONNECT TO GROUND RING.

\:x&A \

JLCON-DUCT TERMINATIONS

ARE CAST INTO BOX

SIDEWALLS AND FITS UP TO

4”PVC PIPE. TO ACCESS THE

HOLES, BREAK PLASTIC SEAL.-

7. PROVIDE IDENTIFYING TAGS ON ALL POWER AND

COMMUNICATION CONDUCTORS IN PULLBOXES.25-1/8

15-1/8

GENERAL SERVICES4

O O oN.T.S. N.T.S. N.T.S.

5’-0 5’-0ACCESSIBLE

PARKING SIGN tf 7

AA . 4 <35 A< o4.

I4<

WHEEL STOP (TYP.) in<7 4 < -V

A o o P0o°~, c A -o0 3

-’To o ^i°3 o^-3 Q o£.

CD

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4 4<>6 44 WIDE

GREEN PAINT

STRIPE (TYP.)

5b <7. <it

■3’—0”X5’—4” PER CODE DETECTABLE

WARNING (RAISED TRUNCATED DOMES)

COMPLYING WITH 11 B-705.1.1.1 &

11B-705.1.1.2. SEE DETAIL 9/E3.0

FOR ADDITIONAL INFORMATION. (TYP.)

<7 0 6fE.45o 4*5 <A 4

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7 7A <Ap PAR1 AP PAP

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Issue

5-0" 5-0* Date DescriptionNo.12” HIGH LETTER

PAINTED IN WHITE

(TYP.)

12” HIGH LETTER

PAINTED IN WHITE

(TYP.)

12-0" MIN. 12-0" MIN.MIN. MIN.

7- I1

C.L. C.L. C.L. STANDARD C.L.

ACCESSIBLE

C.L.VAN

ACCESSIBLE

8 8

O N.T.S.

Project 9 9

Client Agency

10 10

Supervisor DesignedDrawn Checked

Issue Date SPI Building Number

Sheet Title

11 11

Project Number

Reference North Sheet Scale

12 12 Sheet Number of

T T T T T T T T T T T T T T T T TQ P 0 F D C BR N M L K J I H G E A

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS FLS ACS

DATE:

02-120600