Plan.pdf

GENERAL NOTES

LOCATION MAP

NOT TO SCALE

INDEX OF DRAWINGS

SCOPE OF WORK

THE SCOPE OF THIS PROJECT CONSISTS OF THE INSTALLATION OF THE ELECTRIC

VEHICLE SUPPLY EQUIPMENT (EVSE) TO PROVIDE POWER TO (2) ELECTRIC VEHICLE

CHARGING STATION (EVCS) PORTS WITHIN THE VENTURA FIELD OFFICE. SEE EVCS

NOTE ON THIS SHEET.

THE ELECTRIC VEHICLE SUPPLY EQUIPMENT IS MADE UP OF (1) REPLACED

PANELBOARD AS WELL AS NEW FEEDERS TO THE EVCS PORTS LOCATIONS AS SHOWN

ON THESE PLANS. PROJECT INCLUDES STRUCTURAL AND CIVIL WORK EFFORT/S

NECESSARY TO SUPPORT THIS PROJECT. SEE SHEET E1.00 FOR A SUMMARY OF THE

EVCS PORTS.

ALL EVSE INSTALLED ARE NOT AVAILABLE TO THE GENERAL PUBLIC AND ARE

INTENDED FOR USE BY A DESIGNATED VEHICLE OR DRIVER; THEREFORE, PER CBC

SECTION 11B-228.3.2 EXCEPTION 1, THE EVCS SHALL NOT BE REQUIRED TO COMPLY

WITH CBC 11B-228.3.2 ACCESS REQUIREMENTS.

ALTHOUGH THE CONTRACTOR MAY NOT PROCURE OR PERFORM THE FINAL

INSPECTION OF THE EVSE, SUCH WORK IS WITHIN THE PERMIT SCOPE AND MAY BE

PERFORMED BY OTHERS.

ALL WORK PERTAINING TO AND ALL MATERIALS SUPPLIED FOR EXECUTING AND

COMPLETING THIS CONTRACT SHALL COMPLY WITH PROVISIONS SPECIFIED IN THE

CONTRACT DOCUMENTS AND WITH ALL APPLICABLE LAWS, REGULATIONS AND

ORDINANCES GOVERNING WORK INCLUDING, BUT NOT NECESSARILY LIMITED TO

THOSE OF THE APPLICABLE CODES LISTED ON SHEET E0.01.

SHEET COUNT DWG. NO. DESCRIPTION

1 OF 11 T0.01 TITLE SHEET, LOCATION MAP, GENERAL NOTES &

SHEET INDEX

2 OF 11 E0.01 SYMBOLS, DESIGNATION AND ABBREVIATIONS

3 OF 11 E1.00 SITE PLAN

4 OF 11 E2.00 POWER PLAN

5 OF 11 E4.00 ELECTRICAL DETAILS

6 OF 11 E5.00 SINGLE LINE DIAGRAM & SCHEDULES

7 OF 11 C1.00 SITE IMPROVEMENT PLAN

8 OF 11 S0.01 GENERAL NOTES

9 OF 11 S0.02 SPECIAL INSPECTIONS

10 OF 11 S2.00 PARKING LOT EQUIPMENT SUPPORT PLAN

11 OF 11 S4.00 STRUCTURAL DETAILS

1. THE ARRANGEMENT OF THE EQUIPMENT, ELECTRICAL DEVICES, ETC. SHOWN ON THESE DRAWINGS IS GENERAL AND IS SHOWN TO IDENTIFY THE GENERAL INTENT OF THE PROJECT. ALL DETAILS AND ARRANGEMENTS SHALL BE VERIFIED PRIOR TO THE START OF WORK. THE DRAWINGS ARE NOT INTENDED TO SHOW EXACT DIMENSIONS/LOCATIONS.

2. 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 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: INCLUDES 2022 CALIFORNIA ELECTRICAL CODE, 2022 CALIFORNIA FIRE

CODE, 2022 CALIFORNIA BUILDING CODE, APPLICABLE YEARS OF NFPA ETC. WITH CALIFORNIA AND OTHER LOCAL

AMENDMENTS AS APPLICABLE.

· 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.

3. SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND RESPONSIBLE MANNER. KEEP DEAD FRONT EQUIPMENTS IN PLACE WHILE ENERGIZED. CONDUCT ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES AS WELL AS OTHER WORK PERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS, TAPE, ETC. AS REQUIRED FOR SAFETY. THE CONTRACTOR SHALL HOLD ALL PARTIES HARMLESS OF

NEGLIGENT PRACTICES, WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR THE JOB SITE.

4. FIRE RATED ASSEMBLIES SHALL MAINTAIN RATINGS AS SPECIFIED IN THE CALIFORNIA BUILDING CODE, CHAPTER 7. ALL ASSEMBLIES TO BE PENETRATED SHALL BE INSTALLED WITH APPLICABLE THROUGH-PENETRATION FIRESTOP SYSTEM AS DETERMINED BY UL CLASSIFICATION. BEFORE CONSTRUCTION, VERIFY AND COMPLY WITH REQUIREMENTS.

5. PROVIDE THIRD-PARTY TESTING FOR ALL NEW FEEDER CONDUCTORS. BRANCH CIRCUITS ARE NOT REQUIRED TO BE

TESTED BY THIRD-PARTY. REFER TO PROJECT SPECIFICATIONS FOR MORE INFORMATION.

FOR EXISTING BUILDINGS:

1. ASBESTOS/LEAD PAINT: IF DURING THE COURSE OF WORK THE CONTRACTOR OBSERVES THE EXISTENCE OF ASBESTOS/LEAD PAINT, ASBESTOS BEARING MATERIALS, THE CONTRACTOR SHALL IMMEDIATELY TERMINATE FURTHER WORK ON THE PROJECT AND NOTIFY THE OWNER OF THE CONDITIONS. THE OWNER WILL, AFTER CONSULTATION WITH

THE OWNER'S REPRESENTATIVE, DETERMINE A FURTHER COURSE OF ACTION.

2. ANY DEMOLITION WORK SHOWN WAS PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER DOES NOT REPRESENT THAT ALL ITEMS WHICH MAY REQUIRE DEMOLITION HAVE BEEN SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CAREFULLY EXAMINE THE SITE AND CONTRACT DOCUMENTS AND TO PERFORM ALL DEMOLITION AND RECONSTRUCTION WHICH MAY BE REQUIRED FOR THE PROPER EXECUTION AND

COMPLETION OF THE WORK.

3. EXISTING CONDITIONS: INFORMATION SHOWN FOR EXISTING CONDITIONS WAS PRIMARILY GAINED FROM "AS-BUILT" DRAWINGS AND/OR LIMITED FIELD INVESTIGATION. BEFORE BID, VISIT SITE TO VERIFY EXISTING CONDITIONS AND MAKE

ALLOWANCE FOR VARIATION FROM THAT SHOWN.

4. CLOSELY COORDINATE OUTAGE AND FACILITY DISRUPTION TIME WITH OWNER. MINIMUM 72-HOURS NOTICE IS REQUIRED

BEFORE ANY CIRCUIT SHUTDOWN OR DISRUPTION OF FACILITY PERSONNEL FUNCTIONING.

GENERAL NOTES

BUILDING INFORMATION

EVCS NOTE:

ELECTRICAL VEHICLE CHARGING STATION

(EVCS) SHALL BE PROVIDED BY THE STATE

(DEPARTMENT OF GENERAL SERVICES), AND

INSTALLED BY THE CURRENT STATE ELECTRIC

VEHICLE CHARGING STATION VENDOR. ALL

FINAL TERMINATIONS AND/OR SPLICING FOR

THE EVCS SHALL BE THE RESPONSIBILITY AND

PERFORMED BY THE STATE VENDOR.

CONSTRUCTION TYPE: V-B

OCCUPANCY CLASSIFICATION: B

OCCUPANCY LOAD: 15

ACTUAL BUILDING HEIGHT: 12 FT.

BUILDING AREA (SQ. FT.) 2,300 SQ. FT.

AREA OF PROJECT (SQ. FT.) 1,000 SQ. FT.

SEPARATED OR NON-SEPARATED USE: NON-SEPARATED

ALLOWABLE AREA: 9,000 SQ. FT.

AREA INCREASED: NONE

HEIGHT INCREASED: NONE

FIRE SPRINKLERS: NO

FIRE ALARM: NO

OTHER FIRE PROTECTION SYSTEMS: FIRE EXTINGISHER

SMOKE CONTROL SYSTEM: NO

YEAR CONSTRUCTED: 1967

HIGH FIRE SEVERITY ZONE: NO

SEISMIC JOINTS: NO

EMERGENCY RESPONDER RADIO COVERAGE: NO

PROJECT TEAM

PROJECT DIRECTOR

STRUCTURAL ENGINEERCIVIL ENGINEER

ELECTRICAL ENGINEER

GOSS ENGINEERING, INC.

255 EAST RINCON STREET, SUITE 301,

CORONA, CA 92879

(951) 340-1977

CONTACT: ED BURTCH

OFFICE OF SUSTAINABILITY, DGS

707 3RD STREET, 4TH FLOOR

WEST SACRAMENTO, CA 95606

(279) 782-3872

CONTACT: ANN WATSON

PROJECT

LOCATION

Caltrans District 7 Ventura Field Office

EVSE Installation

100% Construction Drawings

COMMERCIAL DEVELOPMENT RESOURCES

695 TOWN CENTER DRIVE, SUITE 110,

COSTA MESA, CA 92626

(949) 610-8997

CONTACT: AARON M. ALBERTSON

MRP PLANNING CO.

130 CENTENNIAL WAY, UNIT C,

TUSTIN, CA 92780

(714) 923-8946

CONTACT: MIKE PAAR

ARC-FLASH NOTE:

ALL NEW ELECTRICAL SWITCHBOARDS, PANELBOARDS,

EQUIPMENT/DEVICES AND SUCH, SHALL BE PROVIDED WITH AN ARC-FLASH

HAZARD WARNING LABEL/MARKING BY THE ELECTRICAL CONTRACTOR, IN

COMPLIANCE TO THE REQUIREMENTS OF THE LATEST CEC 110.16.

AN ARC-FLASH ASSESSMENT STUDY WHICH SHALL ADHERE WITH THE

LATEST NFPA 70E - 130.5, SHALL BE PERFORMED BY THE ELECTRICAL

CONTRACTOR.

THE ARC-FLASH ASSESSMENT STUDY AND THE ARC-FLASH HAZARD

WARNING LABEL/MARKING TEMPLATE/S SHALL BE SUBMITTED TO THE

EEOR FOR REVIEW AND APPROVAL.

R

CALL 811 BEFORE YOU DIG.

DGS PROJECT NUMBER: 000000000013973

BUILDING INFORMATION NOTE:

INFORMATION PROVIDED IS FOR THE VENTURA FIELD OFFICE. THE EVSE

WORK SHALL CONNECT INTO AN EXISTING ELECTRICAL PANELBOARD.

OSFM PERMIT NUMBER: 24-S-4517

Drawn by:

Job No.:

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Description of RevisionsByDate #

Sheet Title/Number

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Date:

REVISIONS

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G a rd e n S tr e e t, V e n tu ra C A

E. Torres

E. Burtch

As Noted

C a lt ra n s D is tr ic t

V e n tu ra F ie ld

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255 East Rincon St., Suite 301 Corona, CA 92879 P 951.340.1977 | F 951.340.1090 www.gossengineering.com

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CSFM APPLICATION NUMBER: 24-S-4517-C

95% CD SubmittalEB07/19/20241

100% CD SubmittalEB11/25/20242

1/02/2025DATE OF SIGNING:

TITLE SHEET, LOCATION

MAP, GENERAL NOTES &

SHEET INDEX

T0.01

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

03/23/25

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

24-4517

DOT D7 - Electric Vehicle Supply Equipment - Ventura Field Office

PROJECT NUMBER: 000000000013973; 09/11/26

http://www.gossengineering.com

ABBREVIATIONS

ANNOTATION SYMBOLS

LEGEND

WIRING SYSTEM ABOVE FLOOR

LEVEL, CONCEALED IN WALL OR

ABOVE CEILING UON

WIRING SYSTEM IN OR UNDER

FLOOR OR CONCEALED IN OR

BEHIND STRUCTURE OR EQUIPMENT

CONDUIT STUB ENDING WITH CAP

E0.1

REMOVE/RELOCATE/DEMOLISH

EXISTING

FUSE

RECESSED PANELBOARD 120V/208V

SWITCH

COMBINATION MOTOR

STARTER/DISCONNECT SWITCH

(NUMBER INDICATES STARTER SIZE)

DISCONNECT SWITCH (FUSED),

HORSE POWER RATED

SURFACE MOUNTED PANELBOARD

277V/480V

DISTRIBUTION BOARD

FUSED DISCONNECT SWITCH

RECESSED PANELBOARD 277V/480V

SURFACE MOUNTED PANELBOARD

120V/208V

DISCONNECT SWITCH (NON-FUSED)

ELECTRICAL

SYMBOL

DESCRIPTION

F

SHEET WHERE DETAIL

IS DRAWN

OCCURRENCE

DETAIL IDENTIFICATION

(TYP.)

DETAIL

RECONSTRUCTION KEY NOTE

DEMOLITION KEY NOTE

REVISION

REVISED AREA

REVISION TAG

A AMPERE

ADA AMERICAN DISABILITIES ACT

AC ALTERNATING CURRENT

AF AMPERE FRAME

AS AMPERE SWITCH

AFC ABOVE FINISHED CEILING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AIC AMPERE INTERRUPTING CAPACITY

ANN ANNUNCIATOR

AT AMPERE TRIP

ATS AUTOMATIC TRANSFER SWITCH

AV AUDIO-VISUAL

AWG AMERICAN WIRE GAUGE

BKR BREAKER

BLDG BUILDING

C CONDUIT

CB CIRCUIT BREAKER

CATV CABLE TELEVISION

CEC CALIFORNIA ELECTRICAL CODE

CKT CIRCUIT

CLG CEILING

CO CONDUIT ONLY

COMM COMMUNICATIONS

COMP COMPUTER

DB DISTRIBUTION BOARD

DISC DISCONNECT

DIST DISTRIBUTION

DL DOUBLE LUG

DP DISTRIBUTION PANEL

DWG DRAWING

E EXISTING TO REMAIN

EEOR ELECTRICAL ENGINEER ON RECORD

EG EQUIPMENT GROUND

ELEC ELECTRICAL

EMH ELECTRICAL MAN HOLE

EHH ELECTRICAL HAND HOLE

EM EMERGENCY

EMT ELECTRICAL METALLIC TUBING

EPO EMERGENCY POWER OFF

EQUIP EQUIPMENT

EV ELECTRIC VEHICLE

EVCS ELECTRIC VEHICLE CHARGING STATION

EVSE ELECTRIC VEHICLE SUPPLY EQUIPMENT

F FUSE, FUSED

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FLA FULL LOAD AMPERES

GRD GROUND

GALV GALVANIZE, GALVANIZED

GEN GENERATOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER

HID HIGH INTENSITY DISCHARGE

HOA HAND-OFF-AUTOMATIC

HP HORSEPOWER

HPF HEAT PUMP HIGH POWER FACTOR

HPS HIGH PRESSURE SODIUM

JB JUNCTION BOX

KA THOUSAND AMPERES

KCMIL THOUSAND CIRCULAR MILS

KVA KILOVOLT-AMPERE

KW KILOWATT

LCL LONG CONTINUOUS LOAD

LTG LIGHTING

MC METAL CLAD CABLE

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MCM THOUSAND CIRCULAR MILS

MDP MAIN DISTRIBUTION PANEL

MFR MANUFACTURER

MH METAL HALIDE

MIN MINIMUM

MLO MAIN LUGS ONLY

MTD MOUNTED

MTR MOTOR

MTS MANUAL TRANSFER SWITCH

NEC NATIONAL ELECTRIC CODE

NF NON-FUSED

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NC NORMALLY CLOSED

P POLE, POLES

PF POWER FACTOR

PNL PANEL

PRI PRIMARY

PVC POLYVINYL CHLORIDE CONDUIT

PWR POWER

PH PHASE

Ø PHASE

R REMOVE

RR REMOVE AND RELOCATE

RL RELOCATED

RECEPT RECEPTACLE

RGS RIGID GALVANIZED STEEL CONDUIT

SEC SECONDARY

SUSP SUSPEND, SUSPENDED

SW SWITCH

SWBD SWITCHBOARD

SWGR SWITCHGEAR

TBB TELECOMMUNICATIONS BACKBOARD

TMH TELECOMMUNICATIONS MAN HOLE

THH TELECOMMUNICATIONS HAND HOLE

TYP. TYPICAL

TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION

UON UNLESS OTHERWISE NOTED

V VOLT, VOLTS

VA VOLT-AMPERES

VAV VARIABLE AIR VOLUME

WT WATERTIGHT

W WATT OR WIRE

WP WEATHER PROOF

XFMR TRANSFORMER

Y WYE CONNECTION

MISCELLANEOUS

LINE TYPES

JUNCTION BOX WITH COVER

(MINIMUM 4" SQUARE OR AS

REQUIRED)

CONCRETE BOLLARD

SINGLE PORT PEDESTAL TYPE

ELECTRIC VEHICLE CHARGING STATION

DUAL PORT PEDESTAL TYPE

ELECTRIC VEHICLE CHARGING STATION

T

TRANSFORMER. "F" DENOTES FRONT

OF TRANSFORMER.

DIGITAL MULTI-METERDMM

UNDERGROUND PULL BOX

POST AND SIGNAGE

WHEELSTOP

SURFACE MOUNTED JUNCTION BOX

WITH COVER

(MINIMUM 4" SQUARE OR AS

REQUIRED)

ELECTRICAL GENERAL NOTES

PB

APPLICABLE CODES

J

J

PB SURFACE-MOUNTED PULL BOX

F

FENCE

2022 CALIFORNIA BUILDING CODE (CBC) PART 2, VOLUMES

1 AND 2, TITLE 24

(BASED ON 2021 INTERNATIONAL BUILDING CODE)

2022 CALIFORNIA ELECTRIC CODE (CEC) PART 3, TITLE 24

(BASED ON 2020 NATIONAL ELECTRIC CODE)

2022 CALIFORNIA FIRE CODE (CFC) PART 9, TITLE 24

(BASED ON 2021 INTERNATIONAL FIRE CODE)

2022 CALIFORNIA ENERGY CODE PART 6, TITLE 24

2022 CALIFORNIA REFERENCED STANDARD CODE PART 12,

TITLE 24

TITLE 19, PUBLIC SAFETY, STATE FIRE MARSHAL

REGULATIONS

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

PARTIAL LIST OF APPLICABLE NATIONAL FIRE PROTECTION

ASSOCIATION (NFPA) STANDARDS

NFPA 72, 2022 EDITION - NATIONAL FIRE ALARM AND

SIGNALING CODE (AMENDED BY CSFM)

NFPA 80, 2019 EDITION - FIRE DOORS AND OTHER OPENING

PROTECTIVES

REFER TO 2022 CBC CHAPTER 35 FOR ADDITIONAL

STANDARDS NOT PROVIDED ON THIS LIST

1. CONTRACTOR SHALL PERFORM INSTALLATION WORK IN CONFORMANCE WITH THE 2022 EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC) AND ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS.

2. CONDUIT ROUTING AND EQUIPMENT LOCATION AS SHOWN ON THE ELECTRICAL POWER PLAN ARE DIAGRAMMATIC IN NATURE. CONTRACTOR SHALL VERIFY FEASIBILITY OF THE INSTALLATION BEFORE COMMENCING THE JOB. ANY OBSERVATIONS TO THE EXECUTION OF THE WORK SHALL BE BROUGHT TO THE

ATTENTION OF THE ENGINEER OF RECORD IMMEDIATELY.

3. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER CONSTRUCTION TRADES. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY UNRESOLVED ISSUES THAT MAY DELAY INSTALLATION OF

WORK.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROPER WORKING SPACE PER CALIFORNIA

ELECTRICAL CODE (CEC), PARAGRAPH 110-26.

5. CONTRACTOR SHALL PROVIDE NECESSARY HARDWARE AND SUPPORTS AS REQUIRED FOR ELECTRICAL CONDUIT/WIRE NOT SCHEDULED FOR DEMOLITION PER CALIFORNIA ELECTRICAL CODE (CEC), PARAGRAPH 110-12.

6. THE SEISMIC BRACING AND ANCHORAGE OF ELECTRICAL CONDUITS SHALL BE IN ACCORDANCE WITH THE

CALIFORNIA BUILDING CODE, CHAPTER 16.

7. CONNECTIONS TO VIBRATING EQUIPMENT AND SEISMIC SEPARATIONS:

· LIQUID-TIGHT FLEXIBLE STEEL CONDUIT IN DRY INTERIOR LOCATIONS.

· LIQUID-TIGHT FLEXIBLE STEEL CONDUIT IN AREAS EXPOSED TO WEATHER, DAMP LOCATIONS, CONNECTIONS TO TRANSFORMER ENCLOSURES, AND FINAL CONNECTIONS TO MOTORS.

PROVIDE A SEPARATE INSULATED EQUIPMENT GROUNDING CONDUCTOR IN FLEXIBLE CONDUIT RUNS.

MAXIMUM LENGTH SHALL BE SIX FEET UNLESS OTHERWISE NOTED.

8. WHENEVER A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT, WIRE, EQUIPMENT DEVICES, CIRCUIT BREAKERS, GROUND FAULT PROTECTION SYSTEMS, ETC. (ALL MATERIALS), ARISES ON THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL MATERIAL AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS NOTED ON THE DRAWINGS OR IN THE

SPECIFICATIONS TO ENSURE COMPLETE AND OPERABLE SYSTEMS.

9. ARC-FLASH STUDIES SHALL BE PROVIDED FOR LOW VOLTAGE (480 V, 208 V, 120 V) SYSTEMS REPRESENTED ON THE PROJECT DRAWINGS. THE STUDY SHALL INCLUDE ALL PORTIONS OF THE ELECTRICAL DISTRIBUTION SYSTEM (WITHIN THE PROJECT SCOPE OR AS DEFINED BY THE EEOR) SUPPLIED BY NORMAL AND ALTERNATE SOURCES OF POWER. THIS INCLUDES SWITCHGEAR, SWITCHBOARDS, PANEL BOARDS, MOTOR CONTROL CENTERS, TRANSFORMERS, GENERATORS AND OTHER REQUIRED ELECTRICAL EQUIPMENT. THE ANALYSIS WILL INCLUDE CREATION OF ARC-FLASH HAZARD WARNING LABELS. THESE LABELS SERVE AS A GUIDE TO ASSIST THE EMPLOYEES AND OTHERS IN THE SELECTION OF PROPER PERSONAL PROTECTIVE EQUIPMENT WHEN WORKING AROUND EXPOSED AND ENERGIZED CONDUCTORS. THE CONTRACTOR WILL SUBMIT TO THE EEOR FOR APPROVAL AND INSTALL THE LABELS. PROVIDE A CURRENT, UP-TO-DATE SHORT CIRCUIT CURRENT STUDY. IF ONE DOES NOT EXIST, THEN PERFORM A SHORT CIRCUIT STUDY IN ACCORDANCE WITH IEEE 399 STANDARD (BROWN BOOK), “IEEE RECOMMENDED PRACTICE FOR INDUSTRIAL AND COMMERCIAL POWER SYSTEM ANALYSIS,” BASED UPON THE POSITIVE AND ZERO SEQUENCE SOURCE IMPEDANCE SUPPLIED BY THE LOCAL ENERGY PROVIDER. ALL STUDIES SHALL BE SUBMITTED TO THE EEOR FOR REVIEW AND APPROVAL.

10. PERFORM AN ARC FLASH HAZARD ANALYSIS AFTER THE SHORT CIRCUIT AND PROTECTIVE DEVICE COORDINATION STUDIES HAVE BEEN COMPLETED BASED UPON IEEE 1584 STANDARD, “IEEE GUIDE FOR PERFORMING ARC FLASH HAZARD CALCULATIONS.” THE ANALYSIS SHALL BE CALCULATED BY MEANS OF THE

SKM POWER TOOLS FOR WINDOWS COMPUTER SOFTWARE PACKAGE. PERTINENT DATA, RATIONALE

EMPLOYED, AND ASSUMPTIONS IN DEVELOPING THE CALCULATIONS SHALL BE INCORPORATED IN THE INTRODUCTORY REMARKS OF THE STUDY. THE ANALYSIS SHALL BE IN ACCORDANCE WITH APPLICABLE NFPA 70E, OSHA 29-CFR, PART 1910 SUBPART S AND IEEE 1584 STANDARDS. INCIDENT ENERGIES AND HAZARD CATEGORIES MUST BE CALCULATED. THE USE OF THE NFPA “TABLE METHOD” IS UNACCEPTABLE. BASED ON THE RESULTS OF THE INCIDENT ENERGY STUDY, THE SELECTED VENDOR SHALL PRODUCE AND INSTALL A WARNING LABEL (ORANGE <40 CAL/CM2) OR DANGER LABEL (RED > 40 CAL/CM2) APPROXIMATELY 4” X 6” (BRADY MULTI-COLOR OR EQUIVALENT) FOR EVERY POINT IN THE SYSTEM AS SPECIFIED SYSTEM EQUIPMENT SHOWN ON THE ONE-LINE DIAGRAM. LABELS WILL BE IN ACCORDANCE WITH ANSI Z535.4-2002 LISTING ITEMS 1-8 ABOVE. ALSO, INCLUDE THE BUS NAME, SYSTEM OPERATING VOLTAGE, AND DATE OF ISSUE. THE LABEL MUST

BE READABLE IN BOTH INDOOR AND OUTDOOR ENVIRONMENTS FOR AT LEAST 3 YEARS.

a. DETERMINE THE FOLLOWING:

· ARC HAZARD BOUNDARY (INCHES)

· WORKING DISTANCE (INCHES)

· ARC FLASH INCIDENT ENERGY AT THE WORKING DISTANCE (CALORIES/CM2)

· PPE CATEGORY AND DESCRIPTION INCLUDING THE GLOVE RATING

· VOLTAGE RATING OF THE EQUIPMENT

· LIMITED APPROACH DISTANCE (INCHES)

· RESTRICTED APPROACH DISTANCE (INCHES)

· PROHIBITED APPROACH DISTANCE (INCHES)

b. PRODUCE ARC FLASH EVALUATION SUMMARY SHEETS LISTING THE FOLLOWING ADDITIONAL ITEMS.

· BUS NAME

· UPSTREAM PROTECTIVE DEVICE NAMES, TYPE AND SETTINGS

· BUS LINE-TO-LINE VOLTAGE

· BUS BOLTED FAULT

· PROTECTIVE DEVICE BOLTED FAULT CURRENT

· ARCING FAULT CURRENT

· PROTECTIVE DEVICE TRIP / DELAY TIME

· BREAKER OPENING TIME

· SOLIDLY GROUNDED COLUMN

· EQUIPMENT TYPE

· GAP

· ARC FLASH BOUNDARY

· WORKING DISTANCE

· INCIDENT ENERGY

· REQUIRED PROTECTIVE FIRE RATED CLOTHING TYPE AND CLASS

Drawn by:

Job No.:

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Description of RevisionsByDate #

Sheet Title/Number

Scale:

Date:

REVISIONS

S o u th

G a rd e n S tr e e t, V e n tu ra C A

E. Torres

E. Burtch

As Noted

C a lt ra n s D is tr ic t

V e n tu ra F ie ld

O ff ic e E V S E I n s ta lla ti o n

124-01-02.59

11/25/2024

V2

255 East Rincon St., Suite 301 Corona, CA 92879 P 951.340.1977 | F 951.340.1090 www.gossengineering.com

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95% CD SubmittalEB07/19/20241

100% CD SubmittalEB11/25/20242

1/02/2025DATE OF SIGNING:

SYMBOLS,

DESIGNATION AND

ABBREVIATIONS

E0.01

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

03/23/25

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

24-4517

DOT D7 - Electric Vehicle Supply Equipment - Ventura Field Office

T

(E) ASPHALT

PAVEMENT

(E) 20'-0" MANUAL

ROLLING GATE

WITH PADLOCK

(E) 20'-0" MANUAL

SWING GATE WITH

PADLOCK

(E) UNPAVED AREA

(E) UNPAVED AREA

(E) FENCE

(E) FRONT BUILDING

ENTRANCE

(E) REAR BUILDING

ENTRANCE

(E) PEDESTRIAN

GATE

(E) CMU

BLOCK WALL

(E) FENCE

UNOBSTRUCTED FIRE

APPARATUS ACCESS ROAD

RADIUS: 20'-0"

RADIUS: 20'-0"

20'-0"

20'-0"

20'-0"

SCALE

SITE PLAN 1

3/32" = 1'-0"

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate #

Sheet Title/Number

Scale:

Date:

REVISIONS

S o u th

G a rd e n S tr e e t, V e n tu ra C A

E. Torres

E. Burtch

As Noted

C a lt ra n s D is tr ic t

V e n tu ra F ie ld

O ff ic e E V S E I n s ta lla ti o n

124-01-02.59

11/25/2024

V2

255 East Rincon St., Suite 301 Corona, CA 92879 P 951.340.1977 | F 951.340.1090 www.gossengineering.com

DSA IDENTIFICATION STAMP:

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No. E17083

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CSFM APPLICATION NUMBER: 24-S-4517-C

95% CD SubmittalEB07/19/20241

100% CD SubmittalEB11/25/20242

1/02/2025DATE OF SIGNING:

SITE PLAN

E1.00

E2.00

EVCS SUMMARY

LOCATION PARKING TYPE SHEET EXISTING EVCS SPACES NEW EVCS SPACES

PARKING LOT

*FLEET E2.00 (0) LEVEL 2 (2) LEVEL 2

TOTAL FLEET PORTS: (2) LEVEL 2

* NOTE:

FLEET EVCS INSTALLED ARE NOT AVAILABLE TO THE GENERAL PUBLIC AND ARE INTENDED FOR USE BY A DESIGNATED VEHICLE OR DRIVER; THEREFORE, PER CBC SECTION 11B-228.3.2 EXCEPTION 1, THE EVCS SHALL NOT BE REQUIRED TO COMPLY WITH CBC

11B-228.3.2 ACCESS REQUIREMENTS.

SCOPE OF

WORK

SHEET NOTES:

PROVIDE KNOX BOX OR KNOX PADLOCK THAT

COMPLIES WITH CFC SECTION 506 AND INSTALL

NEAR GATE. CONTRACTOR SHALL COORDINATE

WITH LOCAL FIRE DEPARTMENT TO ENSURE

KNOX BOX OR PADLOCK IS KEYED AS REQUIRED.

GENERAL NOTES:

1. ELECTRICAL ENGINEERING FOR THIS PROJECT

IS BASED ON EXISTING DRAWINGS AND A FIELD

VISIT OF THE ELECTRICAL SYSTEM. IN CASE OF

ANY DISCREPANCIES WITH EXISTING FIELD

CONDITIONS, ELECTRICAL CONTRACTOR SHALL

VERIFY THE EXACT DIFFERENCES AND NOTIFY

THE ELECTRICAL ENGINEER FOR POSSIBLE

REVISION TO THESE DOCUMENTS.

2. ANY ELECTRICAL AND/OR SIGNAL UTILITY

SHUTDOWNS WITHIN THE AREA OF WORK SHALL

BE COORDINATED AND SCHEDULED IN ADVANCE

WITH THE SITE'S REPRESENTATIVE.

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

03/23/25

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

24-4517

DOT D7 - Electric Vehicle Supply Equipment - Ventura Field Office

EV

FLE

ET

ONLY

EV

FLE

ET

ONLY

PB

18'-0"

(TYP.)

9'-0"

(TYP.)

3'-0"

(TYP.)

4'-0"

EVCS-11 2

1 1/4"C - 2#2

& 1#8 GRD.

PB

1" 1/4C - 2#2

& 1#8 GRD.

(E) CONCRETE

SIDEWALK

(E) ASPHALT

PAVEMENT

10 (TYP.)

LIGHTING & POWER

DIST. PANELBOARD

9 (TYP.)

(E) CMU

BLOCK WALL

(E) ANTENNA

(E) SCE METER &

SERVICE DISCONNECT

(E) 30kVA TRANSFORMER

(E) SAFETY SWITCH

(E) MAIN DISTRIBUTION

PANELBOARD

(E) ROOF

OVERHANG

(E) TREE

8"

3'-0" CLEAR

WORKING

SPACE

SCALE

POWER PLAN 1

1/8"=1'=0"

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate #

Sheet Title/Number

Scale:

Date:

REVISIONS

S o u th

G a rd e n S tr e e t, V e n tu ra C A

E. Torres

E. Burtch

As Noted

C a lt ra n s D is tr ic t

V e n tu ra F ie ld

O ff ic e E V S E I n s ta lla ti o n

124-01-02.59

11/25/2024

V2

255 East Rincon St., Suite 301 Corona, CA 92879 P 951.340.1977 | F 951.340.1090 www.gossengineering.com

DSA IDENTIFICATION STAMP:

CALOF I

G I

R E

NG

A

E

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No. E17083

T

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CSFM APPLICATION NUMBER: 24-S-4517-C

95% CD SubmittalEB07/19/20241

100% CD SubmittalEB11/25/20242

1/02/2025DATE OF SIGNING:

POWER PLAN

E2.00

SHEET NOTES:

DUAL PORT PEDESTAL TYPE EVCS WITH

14,400VA AND POWER SHARE CAPABILITIES.

PROVIDE 10'-0" OF FEEDER WIRE (2#2 + 1#8 GRD)

COILED UP AT EVCS STUB-UP LOCATION FOR

FINAL EVCS INSTALLATION. PROVIDE MULE TAPE

ROUTED THROUGH CONDUIT FROM THE

PANELBOARD TO EVCS STUB-UP. SEE DETAIL #1

ON SHEET E4.00.

SEE DETAIL #2 SHEET E4.00 FOR EV CHARGING

STATION PVC CONDUIT STUB-UP DETAIL.

PROVIDE 11" X 17" X DEPTH AS REQUIRED

CONCRETE PULLBOX WITH WEATHERPROOF

COVER ENGRAVED 'POWER'. SEE DETAIL #4

SHEET E4.00 FOR UNDERGROUND PULL-BOX

DETAIL.

SEE DETAIL #3 SHEET E4.00 FOR UNDERGROUND

CONDUIT BURIAL DETAIL THROUGH NATIVE SOIL.

DEMOLISH AND REPLACE EXISTING LIGHTING &

POWER DISTRIBUTION PANEL WITH NEW

RECESSED PANELBOARD. SEE SINGLE LINE

DIAGRAM #1 SHEET E5.00 FOR MORE

INFORMATION.

ROUTE CONDUIT BELOW FLOOR SPACE.

WALL PENETRATION THROUGH NON-RATED

WOOD FRAME WALL. PROVIDE WEATHER PROOF

CAULKING AND PAINT TO MATCH EXISTING

SURFACE.

PROVIDE 10" X 10" X 10" NEMA-3R SURFACE

MOUNTED PULLBOX.

NEW 4" DIA. CONCRETE BOLLARDS. PROVIDE

3'-0" SPACING BETWEEN POSTS. REFER TO CIVIL

DRAWINGS FOR MORE INFORMATION.

REMOVE EXISTING PARKING STRIPING AND

PROVIDE NEW. REFER TO CIVIL DRAWINGS FOR

MORE INFORMATION.

NEW SIGNAGE AND POST. REFER TO CIVIL

DRAWINGS FOR SIGN INFORMATION AND

STRUCTURAL DRAWINGS FOR FOOTING

INFORMATION.

GENERAL NOTES:

1. ELECTRICAL ENGINEERING FOR THIS PROJECT

IS BASED ON EXISTING DRAWINGS AND A FIELD

VISIT OF THE ELECTRICAL SYSTEM. IN CASE OF

ANY DISCREPANCIES WITH EXISTING FIELD

CONDITIONS, ELECTRICAL CONTRACTOR SHALL

VERIFY THE EXACT DIFFERENCES AND NOTIFY

THE ELECTRICAL ENGINEER FOR POSSIBLE

REVISION TO THESE DOCUMENTS.

2. ANY ELECTRICAL AND/OR SIGNAL UTILITY

SHUTDOWNS WITHIN THE AREA OF WORK SHALL

BE COORDINATED AND SCHEDULED IN ADVANCE

WITH THE SITE'S REPRESENTATIVE.

3. ELECTRIC VEHICLE CHARGING STATION/S

(EVCS) SHALL BE PROVIDED, INSTALLED AND

CONNECTED BY STATE VENDOR.

4. PROVIDE MINIMUM OF 1'-0" CLEARANCE BEHIND

ALL PEDESTAL MOUNTED CHARGERS FOR

SERVICING. CONTRACTOR SHALL FIELD VERIFY

ALL DISTANCES PRIOR TO BID.

5. EXISTING VEGETATION SHALL BE REMOVED,

PROTECTED AND RESTORED AFTER

CONSTRUCTION.

6. REMOVE AND REPLACE IN-GROUND

LANDSCAPING AND IRRIGATION IMPROVEMENTS

AFFECTED IN WORK.

PROPOSED EV CHARGERS

EVCS #

WALL/PEDESTAL

MOUNT EVCS

SINGLE/DUAL

EVCS

CHARGE PORT #

POWER SELECT

(FLA)

VOLTAGE

POWER SHARE

(Y / N/A)

CHARGE PORT

TYPE

1 PEDESTAL DUAL 60 208V-1PH Y FLEET

NOTES:

· (1) DUAL PORT EVCS SHALL SERVE (2) FLEET PARKING STALLS

· (FLA) STANDS FOR FULL LOAD AMPS

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

1 2

R

CALL 811 BEFORE YOU DIG.

LEGEND:

EXISTING

NEW

NEW UNDERGROUND

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

03/23/25

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

24-4517

DOT D7 - Electric Vehicle Supply Equipment - Ventura Field Office

SCALE

DUAL PORT PEDESTAL ELECTRIC VEHICLE CHARGING STATION 1

N.T.S.

NEW CONCRETE EVCS

FOOTING. SEE STRUCTURAL

DRAWINGS FOR MORE

INFORMATION.

FRONT

ELEVATION

SIDE

ELEVATION

4'-0"

MAX.

FINISH GRADE

DUAL PORT PEDESTAL

EV CHARGING STATION

(14,400VA PER PORT)

PROVIDE 1'-6" PVC CONDUIT

STUB-UP WITH CONDUIT

PLUG AND GROUNDING

BUSHING. REFER TO

CONDUIT STUB UP DETAIL #2

ON THIS SHEET.

PROVIDE LABEL IDENTIFYING

SHUT-OFF LOCATION. LABEL SHALL

CORRESPOND TO CHARGER NUMBER.

REFER TO DETAIL #5 ON THIS SHEET.

NOTE:

1. FOR PEDESTAL TYPE EVCS INFORMATION - REFER TO INSTALLATION INSTRUCTIONS PER MANUFACTURER.

2. DUAL PORT CHARGING STATION SHALL BE PROVIDED AND INSTALLED BY CURRENT STATE VENDOR. CONTRACTOR SHALL

PROVIDE INFRASTRUCTURE NECESSARY TO SUPPORT THE CHARGER AS SHOWN ON THESE DRAWINGS.

3. PROVIDE MULE TAPE FROM EVCS STUB-UP BACK TO THE LIGHTING & POWER DIST. PANELBOARD.

4. PERMANENT DISCONNECTING THAT COMPLY WITH CEC 110.25 MEANS SHALL BE PROVIDED AT THE PANELBOARD. REFER

TO PANEL SCHEDULE NOTE #1 ON DETAIL #3 SHEET E5.00 FOR MORE INFORMATION.

SCALE

EV CHARGING STATION PVC CONDUIT STUB-UP DETAIL 2

N.T.S.

1'-6"

MIN.

FINISH GRADE

PVC CONDUIT

COUPLING

PVC CONDUIT

BEND RADIUS

R = 10 x DIA. OF CONDUIT

(MINIMUM)

PROVIDE BUSHING

WHEN PULLING

CONDUCTORS

PVC COUPLING WITH

THREADED PLUG

PVC CONDUIT

SCALE

EMERGENCY SHUT-OFF LABEL DETAIL 5

N.T.S.

4"

3"

RED BACKGROUND

WITH WHITE LETTERING

RED STRIPING

WHITE STRIPING

NOTE:

1. LABEL SHALL BE PROVIDED FOR ALL NEW EV CHARGING STATIONS SHOWN ON THESE DRAWINGS. LABEL SHALL

CORRESPOND WITH CHARGER NUMBER AND THE ASSOCIATED PANELBOARD PROVIDING POWER.

2. SEE BELOW FOR LABEL SPECIFICATIONS:

· MATERIAL: THERMAL PRINTED ON REFLECTIVE RED OUTDOOR LABEL STOCK (MEETS ASTMD 4956-99)

· COLOR: WHITE TEXT ON RED BACKGROUND WITH RED AND WHITE ALTERNATING STRIPES

· DAMAGE RESISTANT FROM COMMON CHEMICALS AND SOLVENTS.

· MINIMUM SERVICE TEMPERATURE: -40 DEG FAHRENHEIT

· MAXIMUM SERVICE TEMPERATURE: 180 DEG FAHRENHEIT

· APPLICATION TEMPERATURE: 50 DEG FAHRENHEIT

· FILM THICKNESS: 5.5 MIL

· ADHESIVE THICKNESS: 1 MIL

SCALE

UNDERGROUND PULLBOX DETAIL 4

N.T.S.

GRAVEL

BASE

ELECTRICAL

CONDUIT(S)

(IN/OUT)

CONCRETE STEEL

REINFORCED

BOLT DOWN LID

12" DEEP REINFORCED

CONCRETE NON-TRAFFIC

PULLBOX

(EXTEND AS REQUIRED)

FINISH GRADE

COMPACTED

BACKFILL

(TYPICAL)

ELECTRICAL

CONDUIT(S)

(IN/OUT)

2'-0"

MIN.

NOTE:

REFER TO SHEET NOTES ON POWER

PLANS FOR SPECIFIC PULLBOX

DIMENSIONS.

1'-0"

GRADE LEVEL

2'-0"

MIN.

ELECTRICAL

WARNING TAPE

3" CLEAN SAND

BEDDING

NOTE:

1. PER CEC 300.5 NO CONCRETE CASING IS REQUIRED IF SCHEDULE 80 PVC IS USED 2'-0"

BELOW GRADE LEVEL. SEE POWER PLAN FOR MORE INFORMATION

1" MIN. SPACING. SHALL BE EQUAL

TO THE LARGEST CONDUIT SIZE

FOR MULTIPLE CONDUIT RUNS.

3" CLEAN SAND

BEDDING

NATIVE BACKFILL

90% COMPACTION

SCALE

UNDERGROUND CONDUIT BURIAL DETAIL (NATIVE SOIL) 3

N.T.S.

CONDUIT/S PER PLAN

1 1/4" PVC CONDUIT

2#2 & 1#8 GRD.

WITH MULE TAPE BACK

TO PANELBOARD

2"

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate #

Sheet Title/Number

Scale:

Date:

REVISIONS

S o u th

G a rd e n S tr e e t, V e n tu ra C A

E. Torres

E. Burtch

As Noted

C a lt ra n s D is tr ic t

V e n tu ra F ie ld

O ff ic e E V S E I n s ta lla ti o n

124-01-02.59

11/25/2024

V2

255 East Rincon St., Suite 301 Corona, CA 92879 P 951.340.1977 | F 951.340.1090 www.gossengineering.com

DSA IDENTIFICATION STAMP:

CALOF I

G I

R E

NG

A

E

S

No. E17083

T

E

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OF ONA

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CSFM APPLICATION NUMBER: 24-S-4517-C

95% CD SubmittalEB07/19/20241

100% CD SubmittalEB11/25/20242

1/02/2025DATE OF SIGNING:

ELECTRICAL

DETAILS

E4.00

1/02/2025DATE OF SIGNING:

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

03/23/25

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

24-4517

DOT D7 - Electric Vehicle Supply Equipment - Ventura Field Office

SCALE

SINGLE LINE DIAGRAM - RECONSTRUCTION 2

N.T.S.

INCOMING SERVICE FROM

SOUTHERN CALIFORNIA

EDISON

M

(E) 30kVA TRANSFORMER 240V-208Y/120V, 3Ø, 4W %Z =5.00%

NEMA-2

LIGHTING

& POWER

DIST. PNL

(E) SAFETY SWITCH

100A-3P

SCALE

SINGLE LINE DIAGRAM 3

N.T.S.

SCALE

SINGLE LINE DIAGRAM - DEMOLITION 1

N.T.S.

DEMOLITION NOTES:

DISCONNECT ALL EXISTING CONNECTIONS AND

PROTECT IN PLACE. DEMOLISH EXISTING

PANELBOARD.

LEGEND:

EXISTING

DEMOLITION

LEGEND:

EXISTING

NEW

(E F E E D

E R

(E F E E D

E R

(E) FEEDER

(E)

DEMOLITION NOTES:

PROVIDE NEW RECESSED 42 CIRCUIT

PANELBOARD AND RECONNECT EXISTING

LOADS. EXTEND CONDUCTORS AND CONDUITS

AS NEEDED.

PROVIDE ARC FLASH LABEL.

(E) SCE METER

AND SERVICE

DISCONNECT

100A-3P

150A-3P

(E) MAIN DISTRIBUTION

PANELBOARD

150A, 240V, 3Ø, 3W

(E F E E D

E R

INCOMING SERVICE FROM

SOUTHERN CALIFORNIA

EDISON

M

(E) 30kVA TRANSFORMER 240V-208Y/120V, 3Ø, 4W %Z =5.00%

NEMA-2

LIGHTING

& POWER

DIST. PNL

(E) SAFETY SWITCH

100A-3P

(E F E E D

(E F E E D

(E) FEEDER

(E)

(E) SCE METER

AND SERVICE

DISCONNECT

100A-3P

150A-3P

(E) MAIN DISTRIBUTION

PANELBOARD

150A, 240V, 3Ø, 3W

(E F E E D

1 2

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate #

Sheet Title/Number

Scale:

Date:

REVISIONS

S o u th

G a rd e n S tr e e t, V e n tu ra C A

E. Torres

E. Burtch

As Noted

C a lt ra n s D is tr ic t

V e n tu ra F ie ld

O ff ic e E V S E I n s ta lla ti o n

124-01-02.59

11/25/2024

V2

255 East Rincon St., Suite 301 Corona, CA 92879 P 951.340.1977 | F 951.340.1090 www.gossengineering.com

DSA IDENTIFICATION STAMP:

CALOF I

G I

R E

NG

A

E

S

No. E17083

T

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AT

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CE A

F

RIC

L

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CSFM APPLICATION NUMBER: 24-S-4517-C

95% CD SubmittalEB07/19/20241

100% CD SubmittalEB11/25/20242

1/02/2025DATE OF SIGNING:

SINGLE LINE

DIAGRAM &

SCHEDULES

E5.00

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

03/23/25

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

24-4517

DOT D7 - Electric Vehicle Supply Equipment - Ventura Field Office

CREW

ROOM

STORAGE

WOMEN'S

MEN'S

CREW

ROOM

SUPERVISOR'S

OFFICE

JANITOR

LUNCH

ROOM

RECORD

ROOM

FRONT

OFFICE

RECORD

ROOM

UTILITY

CLOSET

EX.

TRAILER

EV

FLEET

ONLY

EV

FLEET

ONLY

PB

PB

EXISTING

BUILDING

(N.A.P)

EX. ASHPAHLT

PAVEMENT

.0

9.0'

.0

3.0'

EX. ANTENNA

EX. CONCRETE

SIDEWALK

EX. 30kVA

TRANSFORMER

EX. SAFETY

SWITCH

EX. MAIN

DISTRIBUTION

PANELROAD

EX. SCE METER &

SERVICE DISCONNECT

EX. TREE

EX. ROOF

OVERHANG

EX. CMU

BLOCK WALL

22 1

4 4

6 6

9.0'

REFER TO SEPARATE

PLAN PREPARED BY

GOSS ENGINEERING

REFER TO SEPARATE

PLAN PREPARED BY

GOSS ENGINEERING

R

CALL 811 BEFORE YOU DIG.

CONSTRUCTION NOTES:

INSTALL UNDERGROUND CONDUIT PER SEPARATE PLAN PREPARED BY GOSS

ENGINEERING.

INSTALL WHEELSTOP PER DETAIL 3, THIS SHEET.

INSTALL BOLLARDS PER DETAIL 1, THIS SHEET.

INSTALL 4" WIDE GREEN PAINT STRIPE TO MATCH FEDERAL STD. 595B COLOR 14090

INSTALL EV PARKING SIGNAGE PER DETAIL 2, THIS SHEET.

INSTALL WHITE "EV FLEET ONLY" LETTERING

GENERAL NOTES:

1. ELECTRICAL VEHICLE CHARGING STATION/S (EVCS) SHALL BE PROVIDED,

INSTALLED AND CONNECTED BY STATE VENDOR.

2. PROVIDE MINIMUM OF 1'-0" CLEARANCE BEHIND ALL PEDESTRAL MOUNTED

CHARGES FOR SERVICING. CONTRACTOR SHALL FIELD VERIFY ALL DISTANCES

PRIOR TO BID.

3. EXISTING VEGETATION TO BE REMOVED, PROTECTED AND RESTORED AFTER

CONSTRUCTION.

4. REMOVE AND REPLACE IN-GROUND LANDSCAPING AND IRRIGATION

IMPROVEMENTS AFFECTED IN WORK.

EXISTING CONCRETE

EXISTING WALL

PROPOSED UNDERGROUND

ELECTRICAL CONDUIT

LEGEND

AUTHORIZED

ELECTRIC

FLEET

VEHICLES

ONLY

GREEN BACKGROUND WITH WHITE

LETTERING

FINISH GRADE

NOTE/S:

1. SIGNAGE TO BE FURNISHED AND INSTALLED BY CONTRACTOR.

CONTRACTOR TO PROVIDE SUBMITTAL CONFIRMING SIGNAGE

PRIOR TO ORDERING.

2. SIGNAGE SHALL BE 80" MIN. ABOVE GROUND SURFACE MEASURED

TO THE BOTTOM OF THE LOWEST SIGN WHEN LOCATED WITHIN A

WALKABLE CIRCULATION PATH.

80" MIN.

1.5'

1.0'

1"

PROVIDE DIAMOND GRADE

ALUMINUM REFLECTIVE SIGN WITH

GRAPHIC

CONCRETE FOOTING PER

STRUCTURAL DRAWINGS

NOT TO SCALE

2 EV PARKING SIGNAGE DETAIL

4.0'

3.0'4.0'

MIN.

1.25'

CONCRETE CAP

FIELD PRIME STEEL BOLLARDS WITH

2 COATS OF ZINC-RICH PRIMER.

PAINT BOLLARDS WITH 2 COATS OF

INDUSTRIAL YELLOW ENAMEL.

4" SCHEDULE 40 STEEL CONCRETE

FILLED MINIMUM 4" DIAMETER

CONCRETE

NOT TO SCALE

1BOLLARD DETAIL

9"

2- #3 REBARS

TOP OF PAVEMENT

#5 REBAR W/ 1'-6" EMBED INTO PAVING

4'-0"

EPOXY TO A.C. PAVEMENT

PRECAST CONC. BUMPER

NOT TO SCALE

CONCRETE WHEELSTOP DETAIL

SITE IMPROVEMENT

PLAN

C1.00

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate #

Sheet Title/Number

Scale:

Date:

REVISIONS

S o u th

G a rd e n S tr e e t, V e n tu ra C A

GUILLERMO SANCHEZ

AARON ALBERTSON

As Noted

C a lt ra n s D is tr ic t

V e n tu ra F ie ld

O ff ic e

E V S E I n s ta lla ti o n

24083

11/13/2024

V2

DSA IDENTIFICATION STAMP:

CSFM APPLICATION NUMBER: 24-S-4517-C

95% CD Submittal--07/19/20241

100% CD Submittal--11/13/20242

1/02/2025DATE OF SIGNING:

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

03/23/25

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

24-4517

DOT D7 - Electric Vehicle Supply Equipment - Ventura Field Office

BLDG. DEPT.B.D.

EQUIPMENT

EQUAL

EDGE NAILING

ELEVATION

EACH WAY

EACH SIDE

EACH FACE

DRAWING

DOWNSPOUT

DOUGLAS FIR

DITTO

DIMENSION

DIAMETER

COUNTERSUNK

CONSTRUCTION

CONTINUOUS

CONCRETE

COLUMN

CLEAR

CEILING

CAST IN PLACE

CAST IRON

BOTTOM

BLOCKING

BOUNDARY NAILING

DR.

E.N.

EQUIP.

EQ.

EL.

E.W.

E.S.

E.F.

EA.

DWG.

D.S.

D.F.

EACH

COL.

DO.

DIM.

DIAM.

CTSK.

CONST.

CONT.

CONC.

DOOR

CLR.

CLG.

C.I.P.

C.I.

BOT.

BLKG.

BM.

B.N.

BEAM

NOT IN CONTRACT

LOW HYD. ELECT.

PL.

P.L.

PARTN.

O.C.

N.T.S.

N.I.C.

MISC.

MIN.

MAX.

PROPERTY LINE

PLATE

PARTITION

ON CENTER

NOT TO SCALE

MISCELLANEOUS

MINIMUM

MAXIMUM

M.B.

LTWT.

LHE

LG.

INTR.

HORIZ.

HT.

HGR.

GYP.

GLB

GA.

GALV.

F.L.

FLR.

HORIZONTAL

MACHINE BOLT

LIGHTWEIGHT

INTERIOR

LONG

HEIGHT

HANGER

GYPSUM

GLU-LAM BEAM

GALVANIZED

FLOW LINE

GAUGE

FLOOR

TOP OF FRAMINGT.O.F.

TOP OF STEEL

WIRE MESH

WITH/OUT

VERTICAL

TYPICAL

TOP OF WALL

TAPERED STL. GIRDER

TOP OF PAVING

TOP OF LEDGER

W/O

W.W.M.

WD. WOOD

VERT.

W/

TYP.

T.W.

TSG

T.O.S.

T.O.P.

T.O.L.

WITH

TOP & BOTTOM

TOP OF CURVE

TONGUE & GROOVE

TOP OF BEAM

STRUCTURAL

STANDARD

STAGGERED

SPECIFICATIONS

SIMILAR

SELECT STRUCTURAL

STEELSTL

T & G T & B

THK.

T.O.C.

T.O.B.

T.

STR.

THICK

TOP

STAG.

SPECS.

STD.

SIM.

SHT.

S.S.

RO.

SHEET

ROUGH OPENING

ARCHITECTURAL

ALUMINUM

ALTERNATE

AGGREGATE

ANCHOR BOLT

ARCHL.

ALUM.

ALT.

AGG.

A.B.

FACE OF MASONRY

F.G F.F.

FIN.

F.O.S.

F.O.M.

EXTR.

(E)

FINISH GRADE

FINISH FLOOR

FINISH

FACE OF STUD

EXTERIOR

EXISTING

REINFORCE(D)

PRESSURE TREATED

LBS / SQ. IN.

PLYWOOD

REINF.

RFTR.

P.S.I.

P.T.

RAD.

PLY.

RAFTER

RADIUS

NEW(N) -

OSB ORIENTED STRAND BOARD-

BTW. BETWEEN-

FTG. FOOTING-

DEEPDP.

SHEAR WALL LENGTHS.W.L. -

CONCRETE MASONRY UNITSC.M.U. -

REQUIREDREQ'D -

ADDITIONALADD'L -

SHEET METAL SCREWSSMS -

CENTEREDCNT'D -

BLOCKBLK. -

VERIFY IN FIELDV.I.F. -

TOP OF DECKT.O.D. -

LSV LONG SIDE VERT.-

LSH LONG SIDE HORIZ.-

& - AND Ø - DIAMETER

L - ANGLE d - PENNY (NAIL GRADE)

@ - AT - PROPERTY LINE

- CENTERLINE # - POUND(LBS) OR NUMBER

P L C L

K.P. KING POST-

UNLESS NOTED OTHERWISEU.N.O. -

REFERENCERE: -

ABBREVIATIONS:

STRUCTURAL SYMBOLS:

DESIGN CRITERIA

WIND

DESIGN WIND SPEED, V = 93 MPH

RISK CATEGORY = II

WIND EXPOSURE = C

INTERNAL PRESSURE COEFFICIENT = ± 0.18

EARTHQUAKE

RISK CATEGORY = II

SEISMIC IMPORTANCE FACTOR, Ie = 1.0

SS = 1.954

S1 = 0.735

SDS = 1.564

SD1 = 0.833

SITE CLASS = D (DEFAULT)

SEISMIC DESIGN CATEGORY = B

RESPONSE MODIFICATION COEFFICIENT, RP = 2.5

COMPONENT AMPLIFICATION FACTOR - aP = 1.0

ANALYSIS PROCEDURE USED =

EQUIVALENT LATERAL

FORCE PROCEDURE

EFFECTIVEEFF. -

GENERAL:

1. ALL STRUCTURAL ELEMENTS, WORKMANSHIP AND MATERIALS SHALL CONFORM TO

THE LATEST REQUIREMENTS OF THE 2022 CALIFORNIA BUILDING CODE (C.B.C.) AND

ALL OTHER APPLICABLE CODES AND ORDINANCES.

2. GENERAL CONTRACTOR SHALL VERIFY ALL GRADES, DIMENSIONS AND CONDITIONS

PRIOR TO BIDDING AND COMMENCING CONSTRUCTION AND NOTIFY THE ARCHITECT

OR ENGINEER OF ANY DISCREPANCIES OR INCONSISTENCIES. DIMENSIONS SHALL

NOT BE SCALED FROM THE DRAWINGS OR DETAILS. ANY WORK PERFORMED PRIOR

TO AND/OR IN CONFLICT WITH SUCH CLARIFICATION SHALL BE CORRECTED BY THE

CONTRACTOR AT THEIR EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR

DESIGN TEAM OF RECORD.

4. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED

STRUCTURE AND DO NOT INDICATE THE WAYS AND MEANS OF CONSTRUCTION. THE

STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN THE

COMPLETED FORM. GENERAL CONTRACTOR SHALL PROVIDE ALL MEASURES

NECESSARY TO PROTECT THE STRUCTURE, WORKMAN AND OTHER PERSONS

DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT TO BE LIMITED

TO, BRACING, SHORING FOR CONSTRUCTION EQUIPMENT AND SHORING FOR THE

STRUCTURE.

5. ANY DISCREPANCIES BETWEEN SPECIFICATIONS, GENERAL NOTES, STRUCTURAL

PLANS AND DETAILS SHALL BE BROUGHT TO THE ATTENTION TO THE ARCHITECT OR

ENGINEER BY THE GENERAL CONTRACTOR PRIOR TO COMMENCING ANY WORK.

3. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION AND COORDINATION

WITH ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE

SPRINKLER DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION

OF ALL WORK, INCLUDING THAT OF ALL SUBTRADES.

7. ANY REFERENCES TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS

SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL

NOT RELIEVE THE CONTRACTOR AND/OR HIS SUBCONTRACTORS OF ANY LIABILITY IN

FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFICATION.

8. ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS ALTERNATES ARE

APPROVED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHANGES

NECESSARY & SHALL COORDINATE ALL DETAILS AND OBTAIN WRITTEN APPROVAL BY

THE ARCHITECT, OWNER, AND STRUCTURAL ENGINEER OF RECORD. COSTS OF

ADDITIONAL DESIGN WORK NECESSITATED BY SELECTION OF AN OPTION OR DUE TO

ERRORS OR OMISSIONS IN CONSTRUCTION, SHALL BE BORNE BY THE CONTRACTOR.

6. ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS

AND/OR FIELD CONDITIONS MUST BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT OR ENGINEER OF RECORD PRIOR TO SUBMITTAL OF BID AND

CONSTRUCTION. ANY DISCREPANCIES BETWEEN DRAWINGS THAT RESULT IN

ADDITIONAL COST AFTER THE BID SHALL BE THE RESPONSIBILITY OF THE GENERAL

CONTRACTOR. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REVIEW

DRAWINGS CAREFULLY DURING THE BID PROCESS. DO NOT PROCEED WITH ANY

WORK UNTIL DISCREPANCIES OR ANY OUTSTANDING ITEMS AND/OR QUESTIONS

HAVE BEEN RESOLVED.

9. CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURE ARE THE

RESPONSIBILITY OF THE DISCIPLINES WHO MAKE THESE ATTACHMENTS. REVIEW

AND COORDINATE ALL THE REQUIREMENTS AND THE ARCHITECTS PROJECT

SPECIFICATIONS AS APPLICABLE.

10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING

UTILITIES WHETHER INDICATED ON CONTRACT DRAWINGS OR NOT, AND TO PROTECT

THEM FROM DAMAGE. REPAIR AND REPLACE OF SAID WORK SHALL BE AT THE

EXPENSE OF THE CONTRACTOR.

11. ALL MANUFACTURED PRODUCTS MUST BE INSTALLED PER MANUFACTURER'S

RECOMMENDATION.

12. REQUIRED SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL

ENGINEER OF RECORD FOR REVIEW FOR ALL FABRICATED MATERIALS AND WILL

BE REVIEWED AS TO THEIR GENERAL CONFORMANCE TO THE DESIGN CONCEPT.

ARCHITECT AND CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE AND

DIMENSIONS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND COMPLIANCE

CERTIFICATES TO THE BUILDING DEPARTMENT WHEN REQUIRED. SHOP DRAWINGS

SHALL NOT BE REPRODUCTIONS OF CONTRACT DOCUMENTS.

13. VIBRATIONAL EFFECTS OF MECHANICAL AND/OR ANY OTHER EQUIPMENT HAVE NOT

BEEN CONSIDERED BY THE STRUCTURAL ENGINEER.

FOUNDATION:

1. DESIGN SOIL BEARING PRESSURE OF 1500 PSF (ASSUMED) AT A DEPTH OF 18"

(ASSUMED) BELOW LOWEST ADJACENT COMPACTED SUBGRADE FOR CONTINUOUS

FOOTINGS AND FOR ISOLATED PADS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING NECESSARY TO

SUPPORT CUT AND/OR FILL SECTIONS DURING EXCAVATION, AND FOR FORMING

AND PLACEMENT OF CONCRETE.

3. BACK FILL AGAINST WALLS SHALL BE PLACED EVENLY AGAINST BOTH SIDES OF

WALLS UNTIL THE LOWER GRADE IS REACHED.

4. FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACKFILLING

PRESSURES UNTIL FLOOR SLABS AT TOP AND BOTTOM ARE IN PLACE.

5. A 15 MIL VAPOR RETARDER SHALL BE PROVIDED UNDER ALL INTERIOR FLOOR

SLABS OVER SUB-GRADE.

CONCRETE:

1. ALL CONCRETE MATERIALS, CONSTRUCTION AND WORKMANSHIP SHALL

CONFORM TO THE LATEST EDITION OF THE ACI 301 "SPECIFICATIONS FOR

STRUCTURAL CONCRETE" AND ACI 318 "BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE".

3. CONCRETE MIXES SHALL BE DESIGNED BY A RECOGNIZED TESTING LABORATORY.

ALL CONCRETE MIX DESIGNS BEARING THE SEAL AND SIGNATURE OF A LICENSED

CIVIL ENGINEER SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW

AND APPROVAL.

7. IN COLD WEATHER, THE TEMPERATURE OF THE CONCRETE WHEN DELIVERED AT

THE SITE SHALL BE AT LEAST 50 DEGREES FAHRENHEIT.

2. THE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS

EXCEPT AS NOTED ON PLANS OR SOILS REPORT SHALL BE:

10. SLAB ON GRADE SHALL BE POURED ON FIRM, MOISTENED, COMPACT EARTH.

REFER TO SOILS ENGINEERS RECOMMENDATIONS WHEN SOILS REPORT IS

AVAILABLE. CONSTRUCTION OR CRACK-CONTROL JOINTS SHALL BE SPACED A

MAXIMUM OF 12' APART AND ALIGNED WITH COLUMN CENTERS WHERE OCCURS.

8. CONCRETE CURING SHALL COMPLY WITH ACI-308. RE: ARCHITECTURAL FOR FINISH.

11. GROUT SHALL CONSIST OF 1 PART CEMENT, TO NOT MORE THAN 3 PARTS SAND

AND NOT LESS THAN 1 PART NOR MORE THAN 2 PARTS PEA GRAVEL BASED ON

DRY LOOSE VOLUMES. GROUT SHALL BE OF FLUID CONSISTENCY. APPROVED

ADMIXTURES MAY BE ADDED TO GROUT MIX. GROUT SHALL ATTAIN A MINIMUM

ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.

12. DRYPACK SHALL OBTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF

3000 PSI AT 28 DAYS. DRYPACK SHALL CONSIST OF 1 PART CEMENT, 4 PARTS

SAND, AND NOT LESS THAN 1/4 PART OR MORE THAN 1/2 PART LIME PUTTY OR

DRY HYDRATED LIME.

4. MAXIMUM SLUMP AT PLACEMENT SHALL BE 5 INCHES, UNLESS WATER REDUCING

ADMIXTURE IS USED IN THE CONCRETE MIX.

5. WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494 MAYBE USED.

6. CONCRETE SHRINKAGE SHALL NOT EXCEED 0.05% AS DETERMINED BY ASTM C157.

9. PRIOR TO PLACEMENT OF CONCRETE, REINFORCING STEEL, ANCHORS BOLTS,

HOLDOWNS, EMBED PLATES AND OTHER EMBEDMENTS SHALL BE FIRMLY SECURED

IN POSITION.

13. WHERE NEW CONCRETE IS POURED AGAINST EXISTING CONCRETE, ROUGHEN

THE EXISTING SURFACE TO 14 INCH AMPLITUDE.

14. MAINTAIN CONCRETE ABOVE 50 DEGREES FAHRENHEIT AND IN A MOIST

CONDITION FOR A MINIMUM OF 7 DAYS AFTER PLACEMENT UNLESS OTHERWISE

ACCEPTED BY ENGINEER OF RECORD.

3,000 3,000

2" 1"

SULFATE EXPOSURE

SLAB ON

GRADE

FOUNDATION

MAX. WATER TO CEMENT RATIO 0.5 0.55

PER SOILS REPORT

PORTLAND CEMENT TYPE

(RE: ASTM C-50)

II II

MIN. COMPRESSIVE STRENGTH

MAXIMUM SIZE AGGREGATE

(RE: ASTM C-33)

4,000

1"

BEAMS &

COLUMNS

0.5

II

REINFORCING STEEL & EMBEDS:

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"

CONCRETE EXPOSED TO EARTH OR WEATHER:

#6 THROUGH #18 BAR 2"

#5 BAR, W31 OR D31 WIRE AND SMALLER 1 1/2"

#11 BAR AND SMALLER 3/4"

BEAMS, COLUMNS:

PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 1/2"

1. ALL REINFORCING STEEL NO. 4 OR LARGER SHALL CONFORM TO THE

REQUIREMENTS OF ASTM A615, GRADE 60 AND NO. 3 OR SMALLER, SHALL CONFORM

TO ASTM A615, GRADE 40 U.N.O.. ALL REINFORCING SHALL BEAR MILL STOCK

IDENTIFICATION.

10. CLEAR COVERAGE OF CONCRETE OVER REINFORCING BARS SHALL BE AS SHOWN IN

DETAILS AND PER CHART BELOW:

3. BARS SHALL BE CLEAN OF RUST, MUD, OIL, GREASE OR OTHER COATING MATERIAL

LIKELY TO IMPAIR BONDING.

4. GRADE 60 REINFORCING BARS SHALL NOT BE BENT WITHOUT THE APPROVAL OF THE

ENGINEER.

5. ALL REINFORCEMENT MUST BE CONTINUOUS EXCEPT AS DETAILED. ALL SPLICE AND

LAP LOCATIONS SHALL BE VERIFIED WITH THE ENGINEER.

6. ALL WELDED REINFORCING STEEL SHALL CONFORM TO ASTMA706, GRADE 60.

REINFORCING STEEL WELDING SHALL CONFORM TO AWS D1.4. WELDING SHALL BE

PERFORMED BY A CERTIFIED WELDER USING LOW HYDROGEN E70XX ELECTRODES.

ALL FIELD WELDING SHALL BE CONTINUOUSLY INSPECTED BY A REGISTERED DEPUTY

INSPECTOR. NO WELDING SHALL BE DONE AT THE BEND IN A BAR.

8. WELDED WIRE MESH SHALL CONFORM TO ASTM A185 GRADE 65 FOR PLAIN WIRE

AND ASTM A497 GRADE 75 FOR DEFORMED BAR.

CONDITION

2. ALL REINFORCING STEEL, ANCHOR BOLTS AND OTHER EMBEDMENTS SHALL BE

TIED IN PLACE PRIOR OR SECURELY FASTENED TO FORMS PRIOR TO FOUNDATION

EXCAVATION INSPECTION OR POURING CONCRETE.

9. ALL ANCHOR BOLTS SHALL HAVE A STANDARD HEAD AT EMBEDDED END &

SHALL CONFORM TO ASTM F1554. MINIMUM EMBEDMENT OF ANCHOR BOLTS

SHALL BE 7" IN FOOTINGS, 5 1/2" IN MASONRY WALLS, AND 4 1/2" INTO

VERTICAL CONCRETE SURFACES.

CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH

EARTH, SLAB, WALLS, JOISTS:

CONCRETE

COVER

SPECIFICATION ICC#

EPOXY

MANUFACTURER LARR# CONCRETE MASONRY

DEWALT PURE 110+ ESR-3298

HILTI HIT-RE 500 V3 ESR-3814 X

X

NOTE: SPECIAL INSPECTION REQUIRED FOR ALL POST INSTALLED ANCHORAGE

HILTI

SIMPSON

HILTI

ESR-3027

ESR-4266KB-TZ2

KWIK 'HUS' EZ

ESR-4266

TITEN 'HD' ESR-2713

X

X

X

X-U - SHOT DRIVIN HILTI ESR-2269 X X

HILTI X-GN - GAS DRIVIN ESR-1752 X X

25675

25662

POST INSTALLED ANCHORAGE SCHEDULE

MECHANICAL ANCHORS

SHOT / GAS DRIVIN PINS

SIMPSON STRONG BOLT-2 ESR-3037 XESR-3037

SET-3G ESR-4844

X

ESR-4844

HILTI HD1-P TZ ESR-4236 X

ESR-3814

ESR-3298

ESR-3027

ESR-4236

ESR-2713

SIMPSON AT-XP IAPMO ER-281 XIAPMO ER-281

SIMPSON X

SIMPSON STRONG BOLT-2 ER-240 X

SIMPSON TITEN 'HD' ESR-1056 X

HILTI KB-TZ2 ESR-4561 XESR-4561

ER-240

ESR-1056

HILTI HIT-HY 200-A V3 ESR-4868 XESR-4868

SIMPSON SET-3G ESR-4057 ESR-4057

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate#

Sheet Title/Number

Scale:

Date:

REVISIONS

S o u th

G a rd e n S tr e e t, V e n tu ra C A

J.BISCOCHO

S.NAGARAJAN

As Noted

C a lt ra n s D is tr ic t

V e n tu ra F ie ld

O ff ic e E V S E I n s ta lla ti o n

124-01-02.59

07/19/2024

V1

255 East Rincon St., Suite 301 Corona, CA 92879 P 951.340.1977 | F 951.340.1090 www.gossengineering.com

DSA IDENTIFICATION STAMP:

CSFM APPLICATION NUMBER: 00-0-0000-C

95% CD Submittalmrp07/19/20241

100% CD Submittalmrp11/13/20242

S0.01

GENERAL NOTES

S6349S I

V A

R A

M

NAG

A R

A J

A N

R E G I S T E R

E D

PR

OFESSIONA

L E

N G I N E E R

S T

RUCTUR

A

L

S T

A

T E

OF CAL I F

O

R

N I A

(#) 24-115(p) 714 - 923 - 8946

130 centennial way #F tustin, ca m:r:p planning co.m:r:p planning co.

s t r u c t u r a l en g i n eer i n g www.mrpplanningco.com

24-S-4517-C

V2

1/02/2025DATE OF SIGNING:

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

03/23/25

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

24-4517

DOT D7 - Electric Vehicle Supply Equipment - Ventura Field Office

PROJECT NUMBER: 000000000013973; 09/11/26

http://www.mrpplanningco.com

STATEMENT OF SPECIAL INSPECTIONS, 2022 CBC

PROJECT:

LOCATION:

THIS STATEMENT OF SPECIAL INSPECTIONS IS SUBMITTED IN FULFILLMENT OF THE

REQUIREMENTS OF CBC SECTIONS 1704 AND 1705. INCLUDED ARE:

SCHEDULE OF SPECIAL INSPECTIONS AND TESTS APPLICABLE TO THIS PROJECT.

X SPECIAL INSPECTIONS PER SECTIONS 1704 AND 1705

X SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE

LIST OF THE TESTING AGENCIES AND OTHER SPECIAL INSPECTORS THAT WILL BE RETAINED

TO CONDUCT THE TEST AND INSPECTIONS.

SPECIAL INSPECTIONS AND TESTING WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED

PLANS AND SPECIFICATIONS, THIS STATEMENT AND CBC SECTIONS 1704, 1705, 1707, AND 1708.

THE SCHEDULE OF SPECIAL INSPECTIONS SUMMARIZES THE SPECIAL INSPECTIONS AND TEST

REQUIRED. SPECIAL INSPECTORS WILL REFER TO THE APPROVED PLANS AND SPECIFICATIONS

FOR DETAILED SPECIAL INSPECTION REQUIREMENTS. ANY ADDITIONAL TESTS AND INSPECTIONS

REQUIRED BY THE APPROVED PLANS AND SPECIFICATIONS WILL ALSO BE PERFORMED.

INTERIM REPORTS WILL BE SUBMITTED TO THE BUILDING OFFICIAL AND THE REGISTERED DESIGN

PROFESSIONAL IN RESPONSIBLE CHARGE IN ACCORDANCE WITH CBC SECTION 1704.2.4.

A FINAL REPORT OF SPECIAL INSPECTIONS DOCUMENTING REQUIRED SPECIAL INSPECTIONS

TESTING AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE

SUBMITTED PRIOR TO ISSUANCE OF A CERTIFICATE OF USE AND OCCUPANCY (SECTION 1704.1.2.).

THE FINAL REPORT WILL DOCUMENT:

REQUIRED SPECIAL INSPECTIONS.

CORRECTION OF DISCREPANCIES NOTED IN INSPECTIONS.

THE OWNER RECOGNIZES HIS OR HER OBLIGATION TO ENSURE THAT THE CONSTRUCTION COMPLIES

WITH THE APPROVED PERMIT DOCUMENTS AND TO IMPLEMENT THIS PROGRAM OF SPECIAL

INSPECTIONS. IN PARTIAL FULFILLMENT OF THESE OBLIGATIONS, THE OWNER WILL RETAIN AND

DIRECTLY PAY FOR THE SPECIAL INSPECTIONS AS REQUIRED IN CBC SECTION 1704.2.

THIS PLAN HAS BEEN DEVELOPED WITH THE UNDERSTANDING THAT THE BUILDING OFFICIAL WILL

REVIEW AND APPROVE THE QUALIFICATIONS OF THE SPECIAL INSPECTORS WHO WILL

PERFORM THE INSPECTIONS.

MONITOR SPECIAL INSPECTION ACTIVITIES ON THE JOB SITE TO ASSURE THAT THE SPECIAL

INSPECTORS ARE QUALIFIED AND ARE PERFORMING THEIR DUTIES AS CALLED FOR IN THIS

STATEMENT OF SPECIAL INSPECTION.

REVIEW SUBMITTED INSPECTION REPORTS.

PERFORM INSPECTIONS AS REQUIRED BY THE UNIVERSITY.

PREPARED BY:

REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE

SIVARAM NAGARAJAN

SIGNATURE DATE

OWNER'S AUTHORIZATION:

OWNER

SIGNATURE DATE

BUILDING OFFICIAL'S ACCEPTANCE:

BUILDING OFFICIAL

SIGNATURE DATE

SCHEDULE OF INSPECTION, TESTING AGENCIES, AND INSPECTORS

RESPONSIBILITY FIRM ADDRESS, TELEPHONE, E-MAIL

TBD

NOTATION USED IN TABLE:

COLUMN HEADER:

C INDICATES CONTINUOUS INSPECTION IS REQUIRED

P

BOX ENTRIES:

X

VERIFICATION AND INSPECTION C NOTESP

TABLE 1705.3 - CONCRETE

1. INSPECTION OF REINFORCING STEEL INCLUDING

PRESTRESSING TENDONS AND PLACEMENT.

X

2. INSPECTION OF REINFORCING STEEL WELDING IN

ACCORDANCE WITH TABLE 1705.2.2 ITEM 2b

3. INSPECT BOLTS TO BE INSTALLED IN CONCRETE

PRIOR TO AND DURING PLACEMENT OF CONCRETE

WHERE ALLOWABLE LOADS HAVE BEEN INCREASED

X

4. VERIFYING USE OF REQUIRED DESIGN MIX. X

5. AT TIME FRESH CONCRETE IS SAMPLED TO

FAB…