CI_5709_HCTP_LEVEL_2_EVSE_-_260407_-_Issue_for_Bid.pdf

PDF 12 MB Posted Apr 21, 2026

Attached to: Electric Vehicle Charging at Hill Canyon Treatment Plant (CI 5709)
Solicitation number: 2025/2026-31
Issued by: Ventura County, California

About this file

Written by GovTribe AI · Apr 27, 2026

This is a set of construction plans and specifications issued for bid by the City of Thousand Oaks, California for the installation of electric vehicle charging infrastructure at the Hill Canyon Wastewater Treatment Plant. The scope of work includes installation of six single-port Level 2 EV chargers (Lite-On IC80A model, 80A, 19.2KW at 240V) with associated electrical distribution, power infrastructure, and civil site work. The project requires installation of a 50KVA transformer (480-120/240V, 1-phase, 3-wire), a new 200A panelboard (EV1), circuit breakers, underground and aboveground conduits, communication cables (CAT6), wheel stops, concrete foundation pads, and future-use conduits. The work encompasses trenching with minimum 24-inch burial depth for conduits, installation of metallic warning tape, and site restoration. Specific equipment includes six 100A circuit breakers at the new EV1 panel, one 125A circuit breaker at the existing MCC-9 panel, and communications infrastructure using both cellular network and daisy-chained Ethernet cables for load management. The chargers are designated for fleet vehicles only and are not available for public use.

The project must comply with the 2025 California Electrical Code, 2025 California Building Code, 2025 California Fire Code, and applicable City of Thousand Oaks codes and ordinances. All work and materials must be new unless otherwise specified and furnished by the contractor. The contractor must possess a valid Class A General Engineering License and maintain a clean worksite throughout construction. Contractor responsibilities include field verification of existing conditions, notification to the Underground Service Alert at least two working days prior to excavation, proper de-watering and compaction procedures, and concrete work meeting 4,000 PSI compressive strength specifications. The project location is at the Hill Canyon Wastewater Treatment Plant (APN: 552013001), 9600 Santa Rosa Road, Camarillo, California 93012, with conduit trenching within pavement areas to follow City of Thousand Oaks Plate 8-14 specifications. All electrical work must follow manufacturer installation instructions, and any deviations require written approval from the City Engineer. The document was issued for bid on April 7, 2026 and reviewed on April 20, 2026.

View the file

Other files

File	Type	Posted
Electric_Vehicle_Charging_at_Hill_Canyon_Treatment_Plant_(CI_5709)_(Addendum_#2_Revision).pdf	PDF	May 12, 2026
Electric_Vehicle_Charging_at_Hill_Canyon_Treatment_Plant_(CI_5709).pdf	PDF	Apr 24, 2026
CI_5709_Specs_and_Bid_Doc.pdf	PDF	Apr 21, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

CITY OF THOUSAND OAKS DWG. _________

CITY OF THOUSAND OAKSCITY OF THOUSAND OAKS

DATE

CHECKED

DATE

DESIGNED

DRAFTED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV.SYMBOL DESCRIPTION OF CHANGEUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG

DATEENGINEERING DIVISION MANAGER

DATE

REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

Know what'sbelow.

Callbefore you dig.

BK0

KEWO

ENGINEERING

CORPORATION

04/07/26

TED GERBER, CITY ENGINEER

CI 5709 HCTP LEVEL 2 EVSE PROJECT

N G

T E

NRO

FO LCA FI

I E

G S

E N E

I R

EED

ISSFE NA

N G

T E

NRO

FO LCA FI

No. E19688

I E

G S

E N E

I R

EED

ISSFE NA

O W

EK .B N

R B

L A

CIRTC

26-05A

ISSUED FOR BID

SHEET INDEX

SHT. NO. DESCRIPTION

VICINITY MAP

NO SCALE

PUBLIC WORKS DEPARTMENT

101 FREEW

EEW

A Y

F R

E E

W A

R D

RD.

R D

RD.

OAKS

OLS

RD.

E R

B E S

M O

O R

P A

R K

BLVD.

LYNN

RD.

LYN

HILLCREST

DR.

HILLCREST

D R

THOUSAND

BLVD.

BORCHARD

RD.

C H

C O

N E J

O B

L V

KANAN

R D

J A

N S S

ARBOLES

AVENIDA

LOS

R E

R D

W E

N D

Y D

POTRERO

RD.

TITLE SHEET

PROJECT SITE

NO SCALE

SITE MAP

SINGLE LINE DIAGRAM AND PANEL SCHEDULE

GENERAL NOTES

7 CUTSHEET

CITY COUNCIL

CITY ENGINEER

PUBLIC WORKS DIRECTOR

CITY MANAGER

ANDREW P. POWERS

AL ADAM

C. TIE GUTIERREZ

BOB ENGLER

NADER HEYDARI

TED GERBER

PUBLIC UTILITIES WITHIN CITY OF THOUSAND OAKS

WATER:

WASTEWATER:

TELEPHONE:

GAS:

CABLE TV:

FIBER:

ELECTRICITY:

805- 432-5750

EMANUAL BARAJAS

NEWBURY PARK, CA 91320

2439 W HILLCREST DRIVE

CALIFORNIA AMERICAN WATER

805-449-5033

PATRICK McCULLOCH

THOUSAND OAKS, CA 91362

2100 EAST THOUSAND OAKS BOULEVARD

CITY OF THOUSAND OAKS

805-445-9116

CAMARILLO, CA 93012

201 FLYNN ROAD

JASON EISEL

FRONTIER

213-231-5629

BEN PENA

SIMI VALLEY, CA 93065

977 CHAMBERS LANE

SOUTHERN CALIFORNIA GAS COMPANY

805-494-7013

BOB MIGLIORE

THOUSAND OAKS, CA 91361

3589 FOOTHILL DRIVE

SOUTHERN CALIFORNIA EDISON COMPANY

800-654-3110

FIBER DIG

CANONSBURG, PA 15317

1500 CORPORATE DRIVE

CROWN CASTLE FIBER

805-626-8231

ERIC PINGREE

VENTURA, CA 93003

2525 KNOLL DRIVE

SPECTRUM

NOTICE TO CONTRACTOR:

CONTRACTOR SHALL POSSES A VALID CLASS "A" GENERAL ENGINEERING LICENSE

LESS THAN TWO DAYS NOR MORE THAN SEVEN DAYS PRIOR TO CONSTRUCTION.

UNDERGROUND ALERT FOR LOCATION OF EXISTING UNDERGROUND UTILITIES NO

IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CALL THE USA

TO EXISTING UTILITIES DURING CONSTRUCTION

THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR ANY DAMAGE DONE

SITE PLAN

CONDUIT PLAN

SECTIONS AND DETAILS

N O

R T

H F

O R

K A

R R

O Y

O C

O N

E J O

L C

A N

Y O

N F

E R

O A D

D W

O O

D C

A N

Y O

N T

R A

A R

D R

O C

K T

R A

8 STRUCTURAL DETAILS

CI 5709

HCTP LEVEL 2 EVSE PROJECT

SITE

PROJECT

MIKE TAYLOR, MAYOR

DAVID NEWMAN

SHEET 1 OF 8

TITLE SHEET

Clark Stanphill 04/07/2026

4/20/2026

04-21-2026

DATE

CHECKED

DATE

DESIGNED

DRAFTED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV.SYMBOL DESCRIPTION OF CHANGEUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG

DATEENGINEERING DIVISION MANAGER

DATE

REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

Know what'sbelow.

Callbefore you dig.

BK0

KEWO

ENGINEERING

CORPORATION

04/07/26

TED GERBER, CITY ENGINEER

CI 5709 HCTP LEVEL 2 EVSE PROJECT

N G

T E

NRO

FO LCA FI

I E

G S

E N E

I R

EED

ISSFE NA

N G

T E

NRO

FO LCA FI

No. E19688

I E

G S

E N E

I R

EED

ISSFE NA

O W

EK .B N

R B

L A

CIRTC

26-05A

ISSUED FOR BID

AREA

PROJECT

PROJECT AREA PROJECT DESCRIPTION PROPOSED EV CHARGERS

GENERAL NOTESPROPERTY INFORMATION

VICINITY MAP CODES AND STANDARDS

GENERAL

MATERIALS AND EQUIPMENT

INSTALLATION

CONDUIT

DAMAGING ANY UTILITY LINE.

INSTALLATION OF THE ELECTRICAL EQUIPMENT TO AVOID

HAND DIG ALL UTILITIES IN CLOSE PROXIMITY TO THE 29.

NATIVE BACKFILL OR 2-SACK SLURRY.

BACKFILL WITH 95% MINIMUM RELATIVE COMPACTED 28.

CONDUIT.

INSTALL METALLIC WARNING TAPE MINIMUM 12” ABOVE 27.

INSTALLATIONS AND RATED FOR 90°C CONDUCTORS.

UNLESS OTHERWISE NOTED, LISTED FOR UNDERGROUND

UNDERGROUND CONDUITS SHALL BE PVC SCHEDULE 40, 26.

CONDUIT BURIAL DEPTH SHALL BE 24”.

REQUIREMENTS PURSUANT TO CEC 300.5. MINIMUM

TRENCHING SHALL COMPLY WITH MINIMUM COVER 25.

ANY EXCAVATION.

ALERT (USA) TWO (2) WORKING DAYS PRIOR TO BEGINNING

CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE 24.

TRENCHING

AREA

PROJECT

TANK

TANKS

PIPES

ASPH

SHADOW

CONC

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

BRUSH BRUSH

BRUSH

ROCKS

ASPH

DIRT

DENSE

TREES

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

ROCKS

TANK

BRUSH

SHADOW

CONC

ASPH

ROCKS

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

BRUSH

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

TREES

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

DENSE

BRUSH

ASPH

BRUSH

DISTRIBUTION AND BRANCH CIRCUITRY SYSTEM.

SHALL NOT EXCEED 5% WITHIN THE ENTIRE ELECTRICAL

BUILDING CODE. THE MAXIMUM FEEDER VOLTAGE DROP

VOLTAGE DROP MUST COMPLY WITH 2025 CEC AND LOCAL 23.

NOTED.

ALL CABLES SHALL BE THWN-2 90°C, UNLESS OTHERWISE 22.

NOTED.

BASED ON “THWN-2” COPPER CABLES, UNLESS OTHERWISE

ALL CONDUIT SIZES AND CONDUCTOR AMPACITIES ARE 21.

ALL NEW STUB CONDUITS SHALL HAVE BUSHING ON END.20.

CABLES.

NECESSARY TO FACILITATE PULLING AND INSTALLATION OF

INSTALL CONDULETS AND INTERMEDIATE PULLBOXES AS 19.

NOT SUBJECT TO PHYSICAL DAMAGE.

EMT CONDUITS ALLOWED FOR ALL OTHER EXPOSED AREAS

AREAS SUBJECT TO PHYSICAL DAMAGE, SHALL BE GRC.

EXPOSED CONDUITS ALONG FLOOR SURFACE, OR ANY 18.

INSTALLED BY THE CITY.

STRIPPING AND ADA SIGNAGES SHALL BE PROVIDED AND 17.

COORDINATED BETWEEN CONTRACTOR AND OWNER.

FINAL LOCATIONS OF EV CHARGERS SHALL BE

EV CHARGER LOCATIONS ARE SHOWN FOR REFERENCE. 16.

250.4.

ENCLOSURES, AND RACEWAYS IN ACCORDANCE WITH NEC

NON-CURRENT CARRYING CONDUCTIVE MATERIALS,

GROUND AND BOND ELECTRICAL SYSTEMS AND 15.

INSTALLED IN ACCORDANCE WITH NEC 240.

OVERCURRENT PROTECTION EQUIPMENT SHALL BE 14.

CALIFORNIA ELECTRICAL CODE.

ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2025 13.

INSTALLATION INSTRUCTIONS.

INSTALLED IN ACCORDANCE WITH MANUFACTURER’S

ELECTRIC VEHICLE CHARGING SYSTEM SHALL BE 12.

APN: 552013001

CAMARILLO, CA 93012

9600 SANTA ROSA RD

HILL CANYON WASTEWATER TREATMENT PLANT ADDRESS:

CITY OF THOUSAND OAKS MUNICIPAL CODE

COMPLY WITH SECTION 11B-228.3.2.

BY A DESIGNATED VEHICLE OR DRIVER SHALL NOT BE REQUIRED TO

EVCS NOT AVAILABLE TO THE GENERAL PUBLIC AND INTENDED FOR USE

CBC 11B-228.3.2. EXPECTION 1:

2023 NFPA 70 NATIONAL ELECTRIC CODE

2025 CALIFORNIA GREEN BUILDING STANDARDS CODE PART 11

2025 CALIFORNIA FIRE CODE PART 9

2025 CALIFORNIA ELECTRICAL CODE (CEC) PART 3

2025 CALIFORNIA BUILDING CODE (CBC) PART 2

2025 BUILDING STANDARDS ADMINISTRATIVE CODE PART 1

CALIFORNIA CODE OF REGULATIONS, TITLE 24:

ORDERING ANY MATERIALS OR EQUIPMENT.

CONTRACTOR SHALL PROVIDE SUBMITTALS BEFORE 11.

OCCUPATIONAL SAFETY HEALTH ADMINISTRATION (OSHA).

LABORATORY (NRTL) ACCREDITED BY THE UNITED STATES

OR CERTIFIED BY A NATIONALLY RECOGNIZED TESTING

ALL ELECTRICAL EQUIPMENT SHALL BE LABELED, LISTED, 10.

OTHERWISE NOTED.

AND FURNISHED AND INSTALLED BY CONTRACTOR UNLESS

ALL WORK/MATERIALS SHOWN ON PLANS SHALL BE NEW 9.

CONTRACTOR SHALL MAINTAIN A CLEAN WORKSITE.8.

CONSTRUCTION.

STRUCTURES DAMAGED BY THE CONTRACTOR DURING

ATCONTRACTOR’S EXPENSE, ANY EQUIPMENT OR

CONTRACTOR SHALL REPAIR AND/OR REPLACE, 7.

JURISDICTION FOR ANY INSPECTIONS.

CONTRACTOR SHALL NOTIFY AUTHORITY HAVING 6.

ORDINANCES, AND REQUIREMENTS.

COMPLETED IN ACCORDANCE WITH APPLICABLE CODES,

CONTRACTOR SHALL ENSURE THAT ALL WORK IS 5.

PERMIT HAS BEEN ISSUED.

NOT AUTHORIZE ANY WORK TO BE PERFORMED UNTIL A

APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES 4.

IMPROVEMENTS.

PRIOR TO CONSTRUCTION OF THE PROPOSED

CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS 3.

FOR THE FLITTING OF ALL EQUIPMENT AND MATERIALS.

CLEARANCES AND SHALL ASSUME FULL RESPONSIBILITY

AND VERIFY ALL DIMENSIONS, SIZES, AND REQUIRED

APPROXIMATE. CONTRACTOR SHALL CAREFULLY CHECK

ALL EQUIPMENT LOCATIONS ON DRAWINGS ARE 2.

REGULATIONS AND/OR BUILDING CODES.

CONTRACTOR FROM COMPLYING WITH THE LAWS,

AND/OR DESIGN INFORMATION THAT PREVENTS

THE DRAWINGS, SPECIFICATIONS, AND FIELD CONDITIONS;

ENGINEER OF RECORD OF ANY DISCREPANCIES BETWEEN

CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND 1.

EV CHARGERS ARE FOR DESIGNATED FLEET VEHICLES ONLY AND ARE NOT FOR PUBLIC USE.

INSTALL SIXTEEN (16) WHEEL STOPS PER PLAN.9.

INSTALL FUTURE POWER AND COMMUNICATION CONDUITS.8.

INSTALL, TEST & COMMISSION EVSES PER MANUFACTURER INSTRUCTIONS. 7.

INSTALL COMMUNICATION CONDUITS AND CAT6 CABLE BETWEEN EVSES.6.

FROM XFMR 'EV' TO PANELBOARD 'EV1', AND FROM PANELBOARD 'EV1' TO EVSES.

INSTALL POWER CABLES AND CONDUITS FROM EXISTING MCC-9 TO XFMR 'EV', 5.

INSTALL XFMR 'EV' 50KVA, 480-120/240V, 1PH, 3W.4.

INSTALL PANEL 'EV1' 120/240V, 1PH, 3W, 200A.3.

INSTALL SIX (6) 100A CIRCUIT BREAKERS AT NEW 200A 'EV1 'PANEL.2.

INSTALL ONE (1) 125A CIRCUIT BREAKER AT EXISTING MCC-9.1.

SCOPE OF WORK INCLUDES:

INSTALL SIX (6) SINGLE PORT LEVEL 2 EV CHARGERS AND ASSOCIATED MATERIALS.

SHEET 2 OF 8

GENERAL NOTES

Clark Stanphill 04/07/2026

BY OTHERS.

DATE

CHECKED

DATE

DESIGNED

DRAFTED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV.SYMBOL DESCRIPTION OF CHANGEUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG

DATEENGINEERING DIVISION MANAGER

DATE

REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

Know what'sbelow.

Callbefore you dig.

BK0

KEWO

ENGINEERING

CORPORATION

04/07/26

TED GERBER, CITY ENGINEER

CI 5709 HCTP LEVEL 2 EVSE PROJECT

N G

T E

NRO

FO LCA FI

I E

G S

E N E

I R

EED

ISSFE NA

N G

T E

NRO

FO LCA FI

No. E19688

I E

G S

E N E

I R

EED

ISSFE NA

O W

EK .B N

R B

L A

CIRTC

26-05A

ISSUED FOR BID

200A, 10KAIC, NEMA 3R

120/240VAC, 1PH, 3W

PANELBOARD "EV1"

EVSE EVSE EVSE EVSE EVSE EVSE

1PH, 3W

480-120/240V

XFMR 'EV' 50KVA

125A

EVSE COMMS CAT6 S/FTP CMX.4.

2#2 + 1#8 GND.3.

3#4/0 + 1#2 GND.2.

2#1/0 + 1#6 GND.1.

CABLES

200A

100A

PADLOCKING HANDLE LOCK.

EVSE CIRCUIT BREAKER SHALL BE INSTALLED WITH

EXISTING MCC-9, 480V, 3PH, 4W, INDOOR 4.

XFMR 'EV', 480-120/240V, 50KVA, 1PH, 3W, NEMA 3R.3.

HANDLE LOCK. SEE SHEET 6 DETAIL 1.

BREAKERS SHALL BE INSTALLED WITH PADLOCKING

MOUNT WITH UNISTRUT. NEW EVSE CIRCUIT

PANEL 'EV1' 240/120V, 1PH, 3W, 200A, SURFACE 2.

W/ CABLE MANAGEMENT SYSTEM, LOAD MANAGED.

SINGLE PORT, PEDESTAL MOUNT, 25FT CABLE

EVSE, LITE-ON IC80A, 80A, 19.2KW, @240V,1.

EQUIPMENT

ENSURE COMPATIBILITY.

PER MANUFACTURER'S INSTRUCTIONS TO

INSTALL AND CONFIGURE LITE-ON EVSE

IMPLEMENT EV GATEWAY LOAD MANAGEMENT. 4.

DAISY CHAINED ETHERNET CABLES.

CARD. REMAINING EVSES COMMUNICATE VIA

VIA CELLULAR NETWORK USING BUILT-IN SIM

THE FIRST EVSE SHALL ACCESS THE INTERNET 3.

THHN/THWN-2 OR XHHW-2.

ALL WIRING SHALL BE COPPER (CU), TYPE 2.

(CEC) AND APPLICABLE LOCAL CODES.

EDITION OF THE CALIFORNIA ELECTRICAL CODE

ALL WORK SHALL CONFORM TO THE LATEST 1.

GENERAL NOTES :

3W, 42KAIC

600A, 480V, 3PH

MCC-9-1

TO LC7/SWBD-3

ROOM

TO ELECTRICAL

SPD

SHEET 3 OF 8

SINGLE LINE DIAGRAM AND PANEL SCHEDULE

Clark Stanphill 04/07/2026

INSTALLED BY OTHERS.

DATE

CHECKED

DATE

DESIGNED

DRAFTED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV.SYMBOL DESCRIPTION OF CHANGEUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG

DATEENGINEERING DIVISION MANAGER

DATE

REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

Know what'sbelow.

Callbefore you dig.

BK0

KEWO

ENGINEERING

CORPORATION

04/07/26

TED GERBER, CITY ENGINEER

CI 5709 HCTP LEVEL 2 EVSE PROJECT

N G

T E

NRO

FO LCA FI

I E

G S

E N E

I R

EED

ISSFE NA

N G

T E

NRO

FO LCA FI

No. E19688

I E

G S

E N E

I R

EED

ISSFE NA

O W

EK .B N

R B

L A

CIRTC

26-05A

ISSUED FOR BID

(E) STRIPING

(E) LIGHT POLE

9'-0"

18'-0"

EV EV EV EV EV EV

WHEELSTOP 6' X 6" X 4".5.

NEMA 3R.

COMM PULL BOX FLOOR MOUNTED, 10"x10"x6" 4.

NEMA 3R.

XFMR 'EV' 480-120/240V, 50KVA, 1PH, 3W, 3.

DETAIL 1.

PADLOCKING HANDLE LOCK. SEE SHEET 6

BREAKERS SHALL BE INSTALLED WITH

MOUNT WITH UNISTRUT. NEW EVSE CIRCUIT

PANEL 'EV1' 240/120V, 1PH, 3W, 200A, SURFACE 2.

MANAGED.

W/ CABLE MANAGEMENT SYSTEM, LOAD

SINGLE PORT, PEDESTAL MOUNT, 25FT CABLE

EVSE, LITE-ON IC80A, 80A, 19.2KW, @240V,1.

EQUIPMENT

SHEET 4 OF 8

SITE PLAN

Clark Stanphill 04/07/2026

INSTALLED BY OTHERS.

DATE

CHECKED

DATE

DESIGNED

DRAFTED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV.SYMBOL DESCRIPTION OF CHANGEUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG

DATEENGINEERING DIVISION MANAGER

DATE

REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

Know what'sbelow.

Callbefore you dig.

BK0

KEWO

ENGINEERING

CORPORATION

04/07/26

TED GERBER, CITY ENGINEER

CI 5709 HCTP LEVEL 2 EVSE PROJECT

N G

T E

NRO

FO LCA FI

I E

G S

E N E

I R

EED

ISSFE NA

N G

T E

NRO

FO LCA FI

No. E19688

I E

G S

E N E

I R

EED

ISSFE NA

O W

EK .B N

R B

L A

CIRTC

26-05A

ISSUED FOR BID

(3) 1.5"C PWR

(1) 0.5"C COMM

(1) 1.5"C PWR

(E) LIGHT POLE

(1) 0.5"C COMM

(2) 1.5"C PWR

(1) 0.5"C COMM

(1) 1.5"C PWR

(1) 0.5"C COMM

(3) 1.5"C PWR

(1) 0.5"C COMM

(2) 1.5"C PWR

(1) 0.5"C COMM

(1) 1.5"C PWR

(1) 0.5"C COMM

(1) 1.5"C PWR

CONDUIT AS “FUTURE USE”.

CONCRETE, AND DEBRIS. CLEARLY LABEL EACH

ENDS WATERTIGHT TO PREVENT ENTRY OF WATER,

PULL STRING AND END CAPS. SEAL/TAPE ALL OPEN

PROVIDE FUTURE-USE CONDUITS COMPLETE WITH 4.

ZONES AND POLE FOUNDATIONS.

TO AVOID CONFLICTS AND DAMAGE TO ROOT

TREES, AND LIGHT POLES. ROUTE CONDUITS

FIELD VERIFY AND PROTECT EXISTING UTILITIES,3.

ELECTRICAL ROOM EQUIPMENT.

COORDINATE EXACT ENTRY ELEVATION WITH

ENTER ELECTRICAL ROOM THROUGH WALL.

1.5"C PWR AND 0.5"C COMM CONDUIT STUB UP AND 2.

(1) 0.5″C FROM COMM PB TO EVSE .1.

NOTES

WHEELSTOP 6' X 6" X 4".5.

NEMA 3R.

COMM PULL BOX FLOOR MOUNTED, 10"x10"x6" 4.

NEMA 3R.

XFMR 'EV' 480-120/240V, 50KVA, 1PH, 3W, 3.

DETAIL 1.

PADLOCKING HANDLE LOCK. SEE SHEET 6

BREAKERS SHALL BE INSTALLED WITH

MOUNT WITH UNISTRUT. NEW EVSE CIRCUIT

PANEL 'EV1' 240/120V, 1PH, 3W, 200A, SURFACE 2.

MANAGED.

W/ CABLE MANAGEMENT SYSTEM, LOAD

SINGLE PORT, PEDESTAL MOUNT, 25FT CABLE

EVSE, LITE-ON IC80A, 80A, 19.2KW, @240V,1.

EQUIPMENT

SHEET 5 OF 8

CONDUIT PLAN

Clark Stanphill 04/07/2026

INSTALLED BY OTHERS.

NOTE.

* CONDUIT TRENCHING WITHIN PAVEMENT AREA

SHALL BE PER CITY OF THOUSAND OAKS PLATE 8-14.

DATE

CHECKED

DATE

DESIGNED

DRAFTED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV.SYMBOL DESCRIPTION OF CHANGEUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG

DATEENGINEERING DIVISION MANAGER

DATE

REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

Know what'sbelow.

Callbefore you dig.

BK0

KEWO

ENGINEERING

CORPORATION

04/07/26

TED GERBER, CITY ENGINEER

CI 5709 HCTP LEVEL 2 EVSE PROJECT

N G

T E

NRO

FO LCA FI

I E

G S

E N E

I R

EED

ISSFE NA

N G

T E

NRO

FO LCA FI

No. E19688

I E

G S

E N E

I R

EED

ISSFE NA

O W

EK .B N

R B

L A

CIRTC

26-05A

ISSUED FOR BID

PLAN VIEW

1.5' X 1.5' X 1', 4000 PSI

CONCRETE FOUNDATION

2 3

1.5"C PWR

0.5"C COMM

1.5"C PWR

SECTION VIEW

DETAIL 1

LITE-ON IC80A EVSE, PANELBOARD 'EV1', XFMR 'EV' | PLAN & SECTION VIEW

5'-2"

NOTE:

SECTION VIEW

DETAIL1

2.5"C PWR FLEX CONDUIT

0.5"C COMM

WHEELSTOP 6' X 6" X 4".5.

NEMA 3R.

COMM PULL BOX FLOOR MOUNTED, 10"x10"x6" 4.

XFMR 'EV' 480-120/240V, 50KVA, NEMA 3R.3.

PADLOCKING HANDLE LOCK.

BREAKERS SHALL BE INSTALLED WITH

MOUNT WITH UNISTRUT. NEW EVSE CIRCUIT

PANEL 'EV1' 240/120V, 1PH, 3W, 200A, SURFACE 2.

MANAGED.

W/ CABLE MANAGEMENT SYSTEM, LOAD

SINGLE PORT, PEDESTAL MOUNT, 25FT CABLE

EVSE, LITE-ON IC80A, 80A, 19.2KW, @240V,1.

EQUIPMENT

SHEET 6 OF 8

SECTIONS AND DETAILS

CONTRACTOR SHALL INSTALL CONCRETE FOOTINGS AND PEDESTAL MOUNTS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. THIS INCLUDES, BUT IS NOT LIMITED TO: ANCHORING REQUIREMENTS, CLEARANCES, CONDUIT ENTRY LOCATION, VENTILATION, ENVIRONMENTAL PROTECTION, AND TORQUE SPECIFICATIONS. ANY DEVIATION FROM THE MANUFACTURER'S INSTRUCTIONS SHALL REQUIRE WRITTEN APPROVAL FROM THE ENGINEER PRIOR TO INSTALLATION

EV CHARGERS TO BE MOUNTED BY OTHERS.

Clark Stanphill 04/07/2026

INSTALLED BY OTHERS.

DATE

CHECKED

DATE

DESIGNED

DRAFTED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV.SYMBOL DESCRIPTION OF CHANGEUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG

DATEENGINEERING DIVISION MANAGER

DATE

REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

Know what'sbelow.

Callbefore you dig.

BK0

KEWO

ENGINEERING

CORPORATION

04/07/26

TED GERBER, CITY ENGINEER

CI 5709 HCTP LEVEL 2 EVSE PROJECT

N G

T E

NRO

FO LCA FI

I E

G S

E N E

I R

EED

ISSFE NA

N G

T E

NRO

FO LCA FI

No. E19688

I E

G S

E N E

I R

EED

ISSFE NA

O W

EK .B N

R B

L A

CIRTC

26-05A

ISSUED FOR BID

1LITE-ON IC80A EV CHARGER | DATASHEET 2LITE-ON IC80A EV CHARGER PEDESTAL | DATASHEET

SHEET 7 OF 8

CUTSHEET

Clark Stanphill 04/07/2026

INSTALLED BY OTHERS

DATE

CHECKED

DATE

DESIGNED

DRAFTED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV.SYMBOL DESCRIPTION OF CHANGEUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG

DATEENGINEERING DIVISION MANAGER

DATE

REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

Know what'sbelow.

Callbefore you dig.

BK0

KEWO

ENGINEERING

CORPORATION

04/07/26

TED GERBER, CITY ENGINEER

CI 5709 HCTP LEVEL 2 EVSE PROJECT

N G

T E

NRO

FO LCA FI

I E

G S

E N E

I R

EED

ISSFE NA

N G

T E

NRO

FO LCA FI

I E

G S

E N E

I R

EED

ISSFE NA

O W

EK .B N

R B

No. C79923

LIVIC

26-05A

ISSUED FOR BID

SECTION VIEW

PLAN VIEW

FINISHED GRADE

1 3PEDESTAL BASE

EV CHARGER PEDESTAL

1.5' X 1.5' X 1', 4000PSI

CONCRETE FOUNDATION

SECTION VIEW

PLAN VIEW

PANEL BOARD UNISTRUT

TRANSFORMER 'EV'

1'-6"

3.00

10.00

8.00

5'-2"

SHOWN IN APPROVED DETAILS.

PROVIDE MINIMUM EMBEDMENT OF ANCHORS AS 3.

AND PER MANUFACTURER'S RECOMMENDATIONS.

INSTALLED IN ACCORDANCE WITH EVALUATION REPORT

ANCHORS INSTALLED INTO CONCRETE SHALL BE 2.

LOCATIONS PRIOR TO INSTALLING.

FIELD VERIFY AND MEASURE EXACT ANCHOR 1.

ANCHORS

PROVIDE SLIP RESISTANCE.

PEDESTRIAN SHALL HAVE HEAVY BROOM FINISH TO

SMOOTH TROWEL FINISH. CONCRETE SLAB FOR

CONCRETE SLAB FOR EQUIPMENT SHALL HAVE A 7.

115 PCF.

WEIGHT OF LIGHTWEIGHT CONCRETE NOT TO EXCEED

AGGREGATES SHALL CONFORM TO ASTM C-330. DRY

CONFORM TO ASTM C-33. LIGHT WEIGHT CONCRETE

NORMAL WEIGHT CONCRETE AGGREGATES SHALL 6.

TYPE I OR TYPE II, LOW ALKALI.

PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, 5.

COMPRESSIVE STRENGTH of 4000 PSI AT 28 DAYS.

ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 4.

AND CONTRACT DOCUMENTS.

PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 304 3.

TO C-94.

CONCRETE MIXING OPERATION, ETC., SHALL CONFORM 2.

ACI 318, WITH MODIFICATIONS AS NOTED.

CODE REQUIREMENTS FOR REINFORCED CONCRETE,

CONSTRUCTION SHALL CONFORM TO THE 'BUILDING

ALL PHASES OF WORK PERTAINING TO THE CONCRETE 1.

CONCRETE

LITE-ON IC80A EV CHARGER | TWO CHARGERS

TITEN HD SS, THDSS, ESR-2713

#4@12" OC EW T&B

C O

V E

R C

O N

C O

V E

R C

O N

(f'c=4000PSI)

12" THICK CONCRETE FOUNDATION PAD

(f'c=4000PSI)

12" THICK CONCRETE FOUNDATION PAD

TABLE 1705.3 OF THE 2024 IBC.

REQUIRED IN ACCORDANCE WITH SECTION 1705.1.1 AND

INSPECTOR SHALL BE PRESENT AS OFTEN AS

FOLLOWING ESR-2713 REPORT SECTION 4.4. SPECIAL

CONTRACTOR SHALL PROVIDE SPECIAL INSPECTION 11.

CONDUIT ENTRY DIMENSIONS AND LOCATIONS.

MANUFACTURER DRAWINGS. FIELD VERIFY AND

DETAILS AND DIMENSIONS. VERIFY DIMENSIONS WITH

REFER TO EQUIPMENT MANUFACTURER DRAWINGS FOR 10.

REMOVED.

INTERFERE WITH NEW CONSTRUCTION SHALL BE

ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT 9.

DURING AND/OR AFTER CONSTRUCTION.

LOCATE AND PROTECT EXISTING UTILITIES TO REMAIN 8.

ACCORDING TO DEPTHS SHOWN ON DRAWINGS.

FOOTINGS SHALL BE PLACED AND ESTIMATED 7.

ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED.6.

COMPACTED AND LEVELED.

SOIL, MINIMUM 95% COMPACTION. BASE SHALL BE

INSTALL CRUSHED AGGREGATE BASE ON COMPACTED 5.

PLACING THE CONCRETE AND REINFORCING.

APPROVED BY THE GOVERNING AGENCY PRIOR TO

EXCAVATION AND COMPACTING IF REQUIRED SHALL BE 4.

PLACING CONCRETE.

WATER FROM FOUNDATION EXCAVATIONS PRIOR TO

OR SEEPAGE. REMOVE LOOSE SOIL AND STANDING

EXCAVATIONS FROM SURFACE WATER, GROUND WATER

CONTRACTOR SHALL PROVIDE DE-WATERING OF 3.

EXISTING CONSTRUCTION.

SHORING, UNDERPINNING AND PROTECTION OF

EXCAVATION PROCEDURES INCLUDING LAGGING,

CONTRACTOR IS SOLELY RESPONSIBLE FOR 2.

PRESSURE OF 1500PSF.

FOOTING DESIGN IS BASED ON ALLOWABLE SOIL 1.

FOUNDATIONS AND SITE WORK

WITHOUT OWNER'S REPRESENTATIVE'S APPROVAL.

CONSTRUCTION DOCUMENTS ARE NOT ALLOWED

PRODUCTS OR MATERIALS SPECIFIED ON THE

PROCEEDING WITH THE WORK. SUBSTITUTIONS OF

REPRESENTATIVE FOR REVIEW/APPROVAL BEFORE

DRAWINGS SHALL BE SUBMITTED TO THE OWNER'S

ANY DEVIATION FROM THE APPROVED SET OF 7.

WORK.

REPRESENTATIVE BEFORE PROCEEDING WITH THE

THE CONSTRUCTION DOCUMENTS WITH THE OWNER'S

THE CONTRACTOR SHALL RESOLVE ANY CONFLICTS ON 6.

SURROUNDINGS WILL IMPACT THE WORK.

TO WHICH THOSE CONDITIONS AND PHYSICAL

TO EXISTING CONDITIONS AND DETERMINE THE EXTENT

WORK. VISIT THE SITE TO RELATE THE SCOPE OF WORK

DRAWINGS TO IDENTIFY THE EXTENT OF THE SCOPE OF

CONTRACTOR SHALL CAREFULLY REVIEW THE 5.

AND OPENINGS.

MANUFACTURER EQUIPMENT DRAWINGS FOR LAYOUT

REFERENCE ELECTRICAL CONDUIT DRAWINGS AND 4.

DRAWINGS.

DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED 3.

REPRESENTATIVE.

WITHOUT WRITTEN DIRECTION FROM THE OWNER'S

REPRESENTATIVE. DO NOT DEVIATE FROM THE DESIGN

CONTRACT DOCUMENTS TO THE OWNER'S

REPORT CONDITIONS THAT CONFLICT WITH THE

KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY.

EXISTING CONDITIONS REPRESENTS THE PRESENT

INFORMATION SHOWN ON THE DRAWINGS RELATED TO 2.

INCONSISTENCIES.

SHALL BE NOTIFIED OF ANY DISCREPANCIES OR

CONSTRUCTION. THE OWNER'S REPRESENTATIVE

CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO 1.

GENERAL NOTES:

ASCE 7-22

2025 CALIFORNIA BUILDING CODE

CODE:

#4@12" OC EW T&B

PANELBOARD & TRANSFORMER

SHEET 8 OF 8

STRUCTURAL DETAILS

(TO BE SUPPLIED BY CITY)

Clark Stanphill 04/07/2026

CI 5709 EV HCTP-260408-NoCloud

File details come from the government source that posted it. Updated Apr 27, 2026.