Plans.pdf

Caltrans District 9 - Bishop Equipment Shop

EVSE Installation

100% Construction Drawings

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

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 (4) ELECTRIC VEHICLE

CHARGING STATION (EVCS) PORTS WITHIN THE BISHOP EQUIPMENT SHOP. SEE EVCS

NOTE ON THIS SHEET.

THE ELECTRIC VEHICLE SUPPLY EQUIPMENT IS MADE UP OF (1) NEW TRANSFORMER,

(1) NEW 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

INSTALLATION OF THE EVSE, SUCH WORK IS IN 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.

CONSTRUCTION TYPE: V-B

OCCUPANCY CLASSIFICATION: S-1

OCCUPANCY LOAD: 40

ACTUAL BUILDING HEIGHT: 25 FT.

BUILDING AREA (SQ. FT.) 12,800 SQ. FT.

AREA OF PROJECT (SQ. FT.) 3,500 SQ. FT.

SEPARATED OR NON-SEPARATED USE: NON-SEPARATED

ALLOWABLE AREA: 36,000 SQ. FT.

AREA INCREASED: NONE

HEIGHT INCREASED: NONE

FIRE SPRINKLERS: YES

FIRE ALARM: YES

OTHER FIRE PROTECTION SYSTEMS: NO

SMOKE CONTROL SYSTEM: NO

YEAR CONSTRUCTED: 1958

HIGH FIRE SEVERITY ZONE: NO

SEISMIC JOINTS: NO

EMERGENCY RESPONDER RADIO COVERAGE: YES

SHEET COUNT DWG. NO. DESCRIPTION

1 OF 14 T0.01 TITLE SHEET, LOCATION MAP, GENERAL NOTES &

SHEET INDEX

2 OF 14 E0.01 SYMBOLS, DESIGNATION AND ABBREVIATIONS

3 OF 14 E1.00 SITE PLAN

4 OF 14 E2.00 POWER PLANS

5 OF 14 E4.00 ELECTRICAL DETAILS

6 OF 14 E5.00 SINGLE LINE DIAGRAM & SCHEDULES

7 OF 14 C-001 CIVIL TITLE SHEET

8 OF 14 C-140 CIVIL SITE PLAN

9 OF 14 C-500 CIVIL DETAILS

10 OF 14 S-001 GENERAL NOTES

11 OF 14 S-002 SPECIAL INSPECTION TABLES

12 OF 14 S-101 PLANS

13 OF 14 S-102 EQUIPMENT ANCHORAGE DETAILS

14 OF 14 S-103 EQUIPMENT ANCHORAGE DETAILS

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.

PROJECT TEAMPROJECT TEAM

KPFF

140 NEWPORT CENTER DRIVE, SUITE 100

NEWPORT BEACH, CA 92660

(949) 478-8800

CONTANT: ALI KHAMSI

KPFF

18400 VON KARMAN AVE., SUITE 600

IRVINE, CA 92612

(949) 252-1022

CONTACT: CHRISTOPHER DOMINAS

PROJECT DIRECTOR

STRUCTURAL ENGINEERCIVIL ENGINEER

ELECTRICAL ENGINEER

GOSS ENGINEERING, INC.

255 EAST RINCON ST., 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

R

CALL 811 BEFORE YOU DIG.

DGS PROJECT NUMBER: 000000000013672

ARC-FLASH NOTE:

ALL NEW ELECTRICAL SWITCHBOARDS, PANELBOARDS,

EQUIPMENT/DEVICES AND SUCH, SHALL BE PROVIDED WITH AN

ARC-FLASH HAZARD WARNING LABEL/MARKING, IN COMPLIANCE TO

THE REQUIREMENTS OF THE LATEST CEC 110.16. THE LABELS

SHALL BE GENERATED BY THE DESIGN TEAM AND INSTALLED BY

THE ELECTRICAL CONTRACTOR.

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate #

Sheet Title/Number

Scale:

Date:

REVISIONS

J a y S tr e e t, B is h o p C A

E. Torres

E. Burtch

As Noted

C a lt ra n s D is tr ic t

B is h o p E q u ip m e n t S h o p

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

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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-4391-C

95% CD SubmittalEB03/24/20251

100% CD SubmittalEB04/29/20252

TITLE SHEET, LOCATION

MAP, GENERAL NOTES &

SHEET INDEX

T0.01

PROJECT

LOCATION

S M

A

IN

S T

E. JAY ST.W. JAY ST.

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/18/25

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

24-4391

DOT D9 - Electric Vehicle Supply Equipment - Bishop Equipment Shop

PROJECT NUMBER: 000000000013672; 07/10/26

Issue Date: 7/10/2026 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 LABELS SHALL BE PROVIDED FOR THE CONTRACTOR TO INSTALL ON NEW LOW VOLTAGE (480 V, 208 V, 120 V) SYSTEMS REPRESENTED ON THE PROJECT DRAWINGS. THIS INCLUDES SWITCHBOARDS, PANEL BOARDS, TRANSFORMERS, DISCONNECT SWITCHES AND OTHER REQUIRED ELECTRICAL EQUIPMENT. 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.

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate #

Sheet Title/Number

Scale:

Date:

REVISIONS

J a y S tr e e t, B is h o p C A

E. Torres

E. Burtch

As Noted

C a lt ra n s D is tr ic t

B is h o p E q u ip m e n t S h o p

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

124-01-01.24

04/29/2025

V1

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-4391-C

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100% CD SubmittalEB04/29/20252

SYMBOLS,

DESIGNATION AND

ABBREVIATIONS

E0.01

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/18/25

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

24-4391

DOT D9 - Electric Vehicle Supply Equipment - Bishop Equipment Shop

PROJECT NUMBER: 000000000013672; 07/10/26

Issue Date 7/10/2026

SCALE

SITE PLAN 1

1/32" = 1'-0"

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate #

Sheet Title/Number

Scale:

Date:

REVISIONS

J a y S tr e e t, B is h o p C A

E. Torres

E. Burtch

As Noted

C a lt ra n s D is tr ic h o p E q u ip m e n t S h o p

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

124-01-01.24

04/29/2025

V1

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-4391-C

95% CD SubmittalEB03/24/20251

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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 (4) LEVEL 2

TOTAL FLEET PORTS: (4) 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.

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/18/25

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

24-4391

DOT D9 - Electric Vehicle Supply Equipment - Bishop Equipment Shop PROJECT NUMBER: 000000000013672; 07/10/26 Issue Date 7/10/2026

(E) MAIN SWITCHBOARD 'MSB'

(E) FENCE

EVCS-2

L: ~55'-0" %V.D.: 0.50%

J

3"C - 3#4/0

& 1#4 GRD.

& (1) 3" SPARE CONDUIT

11 3

(2 SETS) 1 1/2"C - 4#2

& 1#6 GRD.

8" BETWEEN BOLLARD

AND EVCS FOOTING

(TYP.)

9 (TYP.)

J

3"C - 3#4/0

& 1#4 GRD.

& (1) 3" SPARE CONDUIT

11 8

PB-1

PB-2

PB

E V

F L E E T

O N L Y

E V

F L E E T

O N L Y

E V

F L E E T

O N L Y

E V

F L E E T

O N L Y

10'-0"

(TYP.)

18'-0"

(TYP.)

3'-0"

(TYP.)

1'-0"

(TYP.)

T

PB

EVCS-1 51

1 1/2"C - 4#2

& 1#6 GRD.

DISCONNECT SWITCH 6 11

TRANSFORMER

'TEV'

3"C - 3#4/0

& 1#4 GRD.

3 11

(1) 3" SPARE

CONDUIT

11 15

(2) SETS 1 1/2"C - 4#2

& 1#6 GRD.

9(TYP.)

PB-3 14

7 6 11

PANELBOARD 'PB-EV'11 6

PB4'-0" (TYP. BETWEEN

BOLLARDS)

T

PB

3'-0" (TYP.)

1'-0"

(TYP.)

3'-0"

MIN.

SCALE

POWER PLAN 1

1/8"=1'=0"

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate #

Sheet Title/Number

Scale:

Date:

REVISIONS

J a y S tr e e t, B is h o p C A

E. Torres

E. Burtch

As Noted

C a lt ra n s D is tr ic h o p E q u ip m e n t S h o p

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

124-01-01.24

04/29/2025

V1

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

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No. E17083

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CSFM APPLICATION NUMBER: 24-S-4391-C

95% CD SubmittalEB03/24/20251

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POWER PLANS

E2.00

R

CALL 811 BEFORE YOU DIG.

LEGEND:

EXISTING

NEW

NEW UNDERGROUND

SHEET NOTES:

DUAL PORT PEDESTAL TYPE EVCS WITH

19,200VA PER PORT. PROVIDE 10'-0" OF FEEDER

WIRE (4#2 + 1#6 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.

DUAL PORT PEDESTAL TYPE EVCS WITH

12,000VA PER PORT. PROVIDE 10'-0" OF FEEDER

WIRE (4#2 + 1#6 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 UNDERGROUND

CONDUIT BURIAL DETAIL BELOW ASPHALT

PAVEMENT. FOR ALL ROUTING THROUGH

TRAFFIC CROSSINGS PROVIDE SCHEDULE 80

PVC UNDERGROUND CONDUIT.

PROVIDE 11" X 17" X DEPTH AS REQUIRED

CONCRETE PULLBOX WITH WEATHERPROOF

COVER ENGRAVED 'POWER'. SEE DETAIL #3

SHEET E4.00 FOR UNDERGROUND PULL-BOX

DETAIL.

SEE DETAIL #4 SHEET E4.00 FOR EV CHARGING

STATION PVC CONDUIT STUB-UP DETAIL.

SEE DETAIL #5 SHEET E4.00 FOR ELECTRIC

EQUIPMENT RGS CONDUIT STUB-UP DETAIL.

SEE DETAILS #7 & #8 SHEET E4.00 FOR

TRANSFORMER GROUND ROD AND

GROUND-WELL DETAILS.

SURFACE MOUNT CONDUIT ALONG EXISTING

BUILDING WALL. PAINT CONDUITS TO MATCH

EXISTING SURFACE.

NEW 4" DIA. CONCRETE BOLLARD. REFER TO

CIVIL AND STRUCTURAL DRAWINGS FOR MORE

INFORMATION.

PROVIDE 30" X 30" X 8" NEMA-3R PULLBOX PB-2.

SEE SINGLE LINE DIAGRAM #1 SHEET E5.00 FOR

MORE INFORMATION.

PENETRATION THROUGH NON-RATED WOOD

FRAME WALL WALL. PROVIDE 30" X 30" X 8"

NEMA-3R PULLBOX PB-1 TO TRANSITION

THROUGH WALL.

11'-6" X 3'-6" ELECTRICAL EQUIPMENT CONCRETE

PAD. REFER TO STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION.

PROVIDE 17" X 30" X DEPTH AS REQUIRED

CONCRETE PULLBOX WITH WEATHERPROOF

COVER ENGRAVED 'POWER'. SEE DETAIL #3

SHEET E4.00 FOR UNDERGROUND PULL-BOX

DETAIL.

TERMINATE 3" SPARE CONDUIT IN PULLBOX AND

CAP. PROVIDE PULL TAPE AND LABEL "SPARE

FOR FUTURE EVCS".

GENERAL NOTES:

1. ELECTRICAL ENGINEERING FOR THIS PROJECT

IS BASED ON 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.

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 80 208V-1PH N/A FLEET

2 PEDESTAL DUAL 50 208V-1PH N/A FLEET

NOTES:

1. (2) DUAL PORT EVCS SHALL SERVE (4) FLEET PARKING STALLS

2. (FLA) STANDS FOR FULL LOAD AMPS

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

1 2

1 2

SCALE

ENLARGED EQUIPMENT PLAN 2

1/4"=1'=0"

E2.00

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/18/25

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

24-4391

DOT D9 - Electric Vehicle Supply Equipment - Bishop Equipment Shop

PROJECT NUMBER: 000000000013672; 07/10/26

Issue Date 7/10/2026

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

PROVIDE 1'-6" PVC CONDUIT

STUB-UP WITH CONDUIT

PLUG AND GROUNDING

BUSHING. REFER TO

CONDUIT STUB UP DETAIL #4

ON THIS SHEET.

PROVIDE LABEL IDENTIFYING

SHUT-OFF LOCATION. LABEL SHALL

CORRESPOND TO CHARGER NUMBER.

REFER TO DETAIL #6 ON THIS SHEET.

6"

MIN.

STEEL COUPLING WITH

THREADED PLUG

FINISH GRADE

PVC CONDUIT

TRANSITION

COUPLING

CONTINUOUS RIGID GALVANIZED

STEEL CONDUIT WRAPPED AROUND

WITH 40 MIL. BLACK ELECTRICAL

PLASTIC INSULATING TAPE TO 6"

ABOVE FINISH GRADE

CONTINUOUS RIGID

GALVANIZED STEEL

CONDUIT

BEND RADIUS

R = 10 x DIA. OF CONDUIT

(MINIMUM)

PROVIDE BUSHING

WHEN PULLING

CONDUCTORS

SCALE

ELECTRICAL EQUIPMENT RGS CONDUIT STUB-UP DETAIL 5

N.T.S.

SCALE

EV CHARGING STATION PVC CONDUIT STUB-UP DETAIL 4

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

1'-0"

MIN.

2'-0"

MIN.

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

NEW ASPHALT PAVEMENT

EXISTING ASPHALT PAVEMENT

EXISTING BASE

CRUSHED AGGREGATE BASE

RECOMPACTED TO 95%

RLATIVE COMPACTION

MATCH

EXISTING +1"

MATCH

EXISTING

+1"

ELECTRICAL

WARNING TAPE

NATIVE BACKFILL

95% COMPACTION

SCALE

UNDERGROUND CONDUIT BURIAL DETAIL (ASPHALT PAVEMENT) 2

N.T.S.

CONDUIT/S PER PLAN

SCALE

UNDERGROUND PULLBOX DETAIL 3

N.T.S.

GRAVEL

BASE

ELECTRICAL CONDUITS

(IN/OUT)

CONCRETE STEEL

REINFORCED

BOLT DOWN LID

NATIVE BACKFILL

95% COMPACTION

12" DEEP REINFORCED

CONCRETE NON-TRAFFIC

PULLBOX

(EXTEND AS REQUIRED)

FINISH GRADE

BASE

(TYPICAL)

AC PAVEMENT

(TYPICAL)

2'-0"

MIN.

NOTE:

REFER TO SHEET NOTES ON POWER

PLANS FOR SPECIFIC PULLBOX

DIMENSIONS.

SCALE

EMERGENCY SHUT-OFF LABEL DETAIL 6

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

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 PANELBOARD.

1 1/2" PVC CONDUIT

4#2 & 1#6 GRD.

WITH MULE TAPE BACK

TO PANELBOARD

1#2 BARE COPPER GROUND

WIRE FOR GROUND RING.

3/4"Ø X 10'-0"L

COPPER GROUND ROD

WELD TO COPPER

GROUND ROD BY

EXOTHERMIC PROCESS

SCALE

CONNECTION TO GROUND ROD DETAIL 9

N.T.S.

NOTE:

ALL GROUNDING SHALL BE IN

ACCORDANCE WITH

CALIFORNIA ELECTRICAL CODE,

CEC 2022, ARTICLE 250

SCALE

GROUND-WELL DETAIL 8

N.T.S.

G R O U N D

COVER SHALL HAVE CAST

LETTERING "GROUND"

1 CUBIC FT.

MIN. 3/4" GRAVEL

3/4"Ø X 10'-0"L

COPPER GROUND

ROD

PRE-CAST CONCRETE

BOX 10"W x 17"L x 12"D

OPEN BOTTOM

1#2 GROUNDING WIRE

CONNECTED TO

EQUIPMENT

GROUND ROD CLAMP

NOTE:

ALL GROUNDING SHALL BE IN

ACCORDANCE WITH

CALIFORNIA ELECTRICAL CODE,

CEC 2022, ARTICLE 250

SCALE

GROUND RING DETAIL 7

N.T.S.

G R O U N D

G R O U N D

GROUND-WELL

(SEE DETAIL #8 ON THIS SHEET)

PAD MOUNTED

TRANSFORMER

GROUND-WELL

(SEE DETAIL #8 ON THIS SHEET) DISCONNECT SWITCH ON

STRUCTURAL SUPPORTS

REFER TO STRUCTURAL

DRAWINGS FOR EQUIPMENT

PAD INFORMATION

1#2 BARE COPPER GROUND

WIRE FOR GROUND RING.

(TYP.)

PANELBOARD MOUNTED

ON STRUCTURAL

SUPPORTS

PROVIDE EXOTHERMIC WELDING

FOR CONNECTIONS BELOW GRADE.

(TYP.)

NOTE:

1. THE GROUND RING SHALL BE INSTALLED NOT LESS THAN 30" BELOW FINISH SURFACE PER NEC 250.53.

1#2 BARE COPPER GROUND WIRE

CONNECTING TRANSFORMER AND

GROUND ROD.

EQUIPMENT GROUNDING

CONNECTION

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate #

Sheet Title/Number

Scale:

Date:

REVISIONS

J a y S tr e e t, B is h o p C A

E. Torres

E. Burtch

As Noted

C a lt ra n s D is tr ic t

B is h o p E q u ip m e n t S h o p

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

124-01-01.24

04/29/2025

V1

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

ET

S

AT

L

CE A

F

RIC

L

ORN

I

E

PR

RAET

RE

D D.D

OF ONA

B R

L

SSI

N E

RE

IW

D

U

T

HC

E

CSFM APPLICATION NUMBER: 24-S-4391-C

95% CD SubmittalEB03/24/20251

100% CD SubmittalEB04/29/20252

ELECTRICAL

DETAILS

E4.00

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/18/25

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

24-4391

DOT D9 - Electric Vehicle Supply Equipment - Bishop Equipment Shop

SINGLE LINE DIAGRAM 1

N.T.S.

LEGEND:

EXISTING

NEW

SHEET NOTES:

DEMOLISH EXISTING SPARE 20A-3P CIRCUIT

BREAKER AND REPLACE WITH NEW CIRCUIT

BREAKER. SIZE AS SHOWN. MATCH TO EXISTING

MAKE, MODEL AND AIC RATING.

PROVIDE SPARE 3" CONDUIT WITH PULL TAPE

AND CAP IN PULLBOX PB-3. LABEL CONDUIT AS

"SPARE FOR FUTURE EVCS". SEE POWER PLANS

FOR MORE INFORMATION.

SEE GROUNDING DETAILS ON SHEET E4.00.

PANELBOARD SHALL REMAIN UNLOCKED

UNLESS SERVICING THE ELECTRICAL

EQUIPMENT.

EV CHARGER DISCONNECTS SHALL BE

LOCKABLE CIRCUIT BREAKER TYPE.

1,000A BUS

(E)

M

INCOMING 12KV SERVICE

FROM SOUTHERN

CALIFORNIA EDISON

2,000A 3P

SERVICE DISCONNECT - EQUIPMENT SHOP 9

2,000A, 240D/120V, 3Ø, 4W

NEMA-3R, 65,000 AIC

(SQUARE-D QED POWER STYLE SWITCHBOARD)

MAIN SWITCHBOARD MSB'

2,000A, 240D/120V, 3Ø, 4W

NEMA-1, 65,000 AIC (SQUARE-D QED POWER STYLE SWITCHBOARD)

TRANSFORMER

500KVA

12KV-240D/120V , 3Ø, 4W

%Z =4.00%

NEMA-3R

(E)

20A 2P

(E F E E D

E R

20A 3P

(E F E E D

E R

20A 3P

225A 3P

(E F E E D

E R

225A 2P

(E F E E D

E R

50A 2P

(E F E E D

E R

20A 3P

(E F E E D

E R

20A 3P

(E F E E D

E R

50A 3P

(E F E E D

E R

(E)

PANEL

'P'

50A 3P

(E F E E D

E R

20A 3P

(E F E E D

E R

150A 3P

(E F E E D

E R

(E)

PANEL

'W'

(E)

MILL

(E)

ARC

WELDER

(E)

DOORS

(E)

DRILL

PRESS

(E)

LOAD

(E)

RECEPT

(E)

PANELS

'H' & 'G'

(E)

PARKING

LOT

LIGHTS

(E)

UNIT

HEATERS

2-7

SPARE

225A 3P

15 16 17 18 19 20 21 22 23 24 25 26 27

TRANSFORMER 'TEV'

75KVA

240V-208Y/120V 3Ø, 4W %Z =3.36%

NEMA-3R

DISC. SWITCH

200A-3P

WP

4"C - 4#250

& 1#4 GRD.

L: ~10'-0"

%V.D.: NEGL.

3"C - 3#4/0

& 1#4 GRD.

L: ~150'-0"

%V.D.: 1.46%

1#2 TO

GROUND ROD

IF=7,467A

IF=2,809A

3"C - 3#4/0

& 1#4 GRD.

L: ~10'-0"

%V.D.: NEGL.

PANEL

'PB-EV'

IF=2,775A

250A-3P

PB-1

PB-2

PB-3

4 5

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate #

Sheet Title/Number

Scale:

Date:

REVISIONS

J a y S tr e e t, B is h o p C A

E. Torres

E. Burtch

As Noted

C a lt ra n s D is tr ic t

B is h o p E q u ip m e n t S h o p

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

124-01-01.24

04/29/2025

V1

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

ET

S

AT

L

CE A

F

RIC

L

ORN

I

E

PR

RAET

RE

D D.D

OF ONA

B R

L

SSI

N E

RE

IW

D

U

T

HC

E

CSFM APPLICATION NUMBER: 24-S-4391-C

95% CD SubmittalEB03/24/20251

100% CD SubmittalEB04/29/20252

SINGLE LINE

DIAGRAM &

SCHEDULES

E5.00

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/18/25

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

24-4391

DOT D9 - Electric Vehicle Supply Equipment - Bishop Equipment Shop

CALTRANS DISTRICT 8 BISHOP EQUIPMENT SHOP

EVSE INSTALLATION

100% CONSTRUCTION DRAWINGS

CIVIL TITLE SHEET

C-001

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate #

Sheet Title/Number

Scale:

Date:

REVISIONS

J a y S tr e e t, B is h o p C A

RC

JP

As Noted

C a lt ra n s D is tr ic h o p E q u ip m e n t S h o p

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

2400052

04/29/2025

V1

DSA IDENTIFICATION STAMP:

CSFM APPLICATION NUMBER: 24-S-4391-C

95% CD Submittal--03/24/20251

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

140 Newport Center Drive, Suite 100

Newport Beach, CA 92660

O: 949.478.8800 www.kpff.com

100% CD Submittal--04/29/20252

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/18/25

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

24-4391

DOT D9 - Electric Vehicle Supply Equipment - Bishop Equipment Shop PROJECT NUMBER: 000000000013672; 07/10/26 Issue Date 7/10/2026 http://www.kpff.com

EXISTING BUILDING

(TO REMAIN)

E A S T J

A Y S

T R

E E T

EXISTING

BUILDING

TO REMAIN

J J

PB

E V

F

LE

E T

O N

LY

E V

F

LE

E T

O N

LY

E V

F

LE

E T

O N

LY

E V

F

LE

E T

O N

LY

T

PB

CIVIL SITE PLAN

C-140

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate #

Sheet Title/Number

Scale:

Date:

REVISIONS

J a y S tr e e t, B is h o p C A

RC

JP

As Noted

C a lt ra n s D is tr ic h o p E q u ip m e n t S h o p

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

2400052

04/29/2025

V1

DSA IDENTIFICATION STAMP:

CSFM APPLICATION NUMBER: 24-S-4391-C

95% CD Submittal--03/24/20251

255 East Rincon St., Suite 301

Corona, CA 92879

P 951.340.1977 | F 951.340.1090 www.gossengineering.com

140 Newport Center Drive, Suite 100

Newport Beach, CA 92660

O: 949.478.8800 www.kpff.com

100% CD Submittal--04/29/20252

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/18/25

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

24-4391

DOT D9 - Electric Vehicle Supply Equipment - Bishop Equipment Shop PROJECT NUMBER: 000000000013672; 07/10/26 Issue Date 7/10/2026

CIVIL DETAILS

C-500

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate #

Sheet Title/Number

Scale:

Date:

REVISIONS

J a y S tr e e t, B is h o p C A

RC

JP

As Noted

C a lt ra n s D is tr ic h o p E q u ip m e n t S h o p

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

2400052

04/29/2025

V1

DSA IDENTIFICATION STAMP:

CSFM APPLICATION NUMBER: 24-S-4391-C

95% CD Submittal--03/24/20251

255 East Rincon St., Suite 301

Corona, CA 92879

P 951.340.1977 | F 951.340.1090 www.gossengineering.com

140 Newport Center Drive, Suite 100

Newport Beach, CA 92660

O: 949.478.8800 www.kpff.com

100% CD Submittal--04/29/20252

E V

F

LE

E T

O N

LY

E V

F

LE

E T

O N

LY

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/18/25

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

24-4391

DOT D9 - Electric Vehicle Supply Equipment - Bishop Equipment Shop PROJECT NUMBER: 000000000013672; 07/10/26 Issue Date: 7/10/2026

STRUCTURAL NOTES

GENERAL

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING

CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR

INCONSISTENCIES.

2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL

DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY

DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE

ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR

ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR

OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.

3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES

AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS

SHOWN FOR SIMILAR WORK.

4. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:

SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED.

SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS.

SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR

DRAINS, SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES,

INSERTS, ETC.

SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWN.

FLOOR AND ROOF FINISHES.

DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.

5. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:

PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT

AS SHOWN OR NOTED.

ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.

CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES.

SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR

MOUNTS.

6. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE

FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE

CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE

STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE

LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC.

OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT

INCLUDE INSPECTION OF THE ABOVE ITEMS.

7. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE OF THE LATEST REVISION.

8. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR

FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.

PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT

ATTAINED DESIGN STRENGTH.

9. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS, IF

ANY, ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL

EXISTING UNDERGROUND UTILITIES AND COORDINATING WITH THE REQUIREMENTS OF

THIS PROJECT. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN

EXCAVATING AND TRENCHING ON THE SITE. THE CONTRACTOR SHALL IMMEDIATELY

NOTIFY THE ARCHITECT IF ANY CONDITIONS ARE DISCOVERED THAT REQUIRES

FURTHER COORDINATION.

THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT OCCURS DUE TO NOT

FULLY LOCATING EXISTING UTILITIES.

10. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS

BASED ON AVAILABLE KNOWLEDGE OF EXISTING STRUCTURE. CONTRACTOR SHALL

VERIFY IN FIELD ALL EXISTING CONDITIONS RELATIVE TO THE SCOPE OF THIS

PROJECT. WHERE ACTUAL CONDITIONS ARE NOT IN ACCORDANCE WITH THE

DRAWINGS PROVIDED, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY.

CONTRACTOR SHALL ALIGN FOR SUFFICIENT BUDGET AND SCHEDULE CONTINGENCY

TO ADDRESS EXISTING HIDDEN CONDITIONS.

11. ALL DEMOLITION SHALL BE PERFORMED IN SUCH A WAY AS NOT TO DAMAGE THE

EXISTING STRUCTURAL ELEMENTS THAT ARE TO REMAIN IN THE FINISHED STRUCTURE.

ANY PORTIONS OF STRUCTURE TO REMAIN THAT ARE DAMAGED DURING DEMOLITION

SHALL BE REPLACED AT NO ADDITIONAL COST. EXISTING STRUCTURAL ELEMENTS

SHALL BE PROTECTED TO THE FULLEST EXTENT POSSIBLE, IN ORDER TO MITIGATE

DAMAGE. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF ALL

EXISTING STRUCTURAL ELEMENTS THAT ARE NECESSARY FOR THE COMPLETION OF

ALL NEW WORK.

12. NOTICE TO THE CONTRACTOR/ BUILDER/ INSTALLER/ SUB-CONTRACTOR/

OWNER-BUILDER: BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR

CONSTRUCTION/INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU ACKNOWLEDGE

AND ARE AWARE OF THE REQUIREMENTS OF CITY OF SAN DIEGO FOR SPECIAL

INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND

OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT

OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION

CODES.

DESIGN CRITERIA

1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES:

2022 CALIFORNIA BUILDING CODE AND LATEST REVISIONS

REFERRED TO HERE AS "THE CODE", AND ANY OTHER REGULATING AGENCIES WHICH

HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF

CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES & STANDARDS LISTED

IN THESE NOTES AND SPECIFICATIONS.

2. SEISMIC ANALYSIS PER CHAPTER 16A OF THE CODE UTILIZING THE FOLLOWING

PROCEDURE:

RISK CATEGORY = II

IMPORTANCE FACTOR = 1.0

SS = 1.542

S1 = 0.525

SITE CLASS = D (DEFAULT)

SDS = 1.234

SD1 = 0.494

GROUND MOTION USED:

- CODE DESIGN RESPONSE SPECTRUM

SEISMIC DESIGN LOAD (NON-STRUCTURAL COMPONENT)

Fp (HORIZONTAL FORCE)

Fp = 0.4a p S DS

R p

I p

1 + 2 W P z h

Fp MIN = 0.3 SDS IP WP

Fp MAX = 1.6 SDS IP WP

Fv (VERTICAL FORCE)

Ev = 0.2 SDS WP

W P = COMPONENT WEIGHT

h = AVERAGE ROOF HEIGHT, FEET z = HEIGHT OF COMPONENT ATTACHMENT POINT, FEET

S DS= DESIGN SPECTRAL ACCELERATION

I P = COMPONENT IMPORTANCE FACTOR, PER ASCE 7-16 SECTION 13.1.3 = 1.0

a p = AMPLIFICATION FACTOR, PER ASCE 7-16 TABLE 13.5-1 AND TABLE 13.6.-1 R p = COMPONENT RESPONSE FACTOR, PER ASCE 7-16 TABLE 13.5-1 AND TABLE 13.6.-1

CONCRETE

1. ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CODE

AND WITH THE PROVISIONS OF ACI 318, LATEST EDITION.

2. REINFORCED CONCRETE IS DESIGNED BY THE "ULTIMATE STRENGTH DESIGN

METHOD".

3. CONCRETE MIXES SHALL BE DESIGNED BY THE APPROVED TESTING LABORATORY

AND APPROVED BY THE STRUCTURAL ENGINEER. THE COMPRESSIVE STRENGTH OF

THE CONCRETE SHALL BE PROPORTIONED BASED ON CHAPTER 19A OF THE CODE.

4. SCHEDULE OF STRUCTURAL CONCRETE 28-DAY STRENGTH AND TYPES:

LOCATION

EXPOSURE

CLASSES

F S W C

MIN

STRENGTH

f'c (PSI)

MAX WATER/

CEMENT

RATIO

CEMENT

TYPE

(ASTM C150)

DENSITY

ALL CONCRETE

FOOTINGS

F0 S0 W0 C1 4000 PSI 0.50 II/V 150 PCF

5. AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS

AND TESTS OF ASTM C 33 AND PROJECT SPECIFICATIONS. EXCEPTIONS MAY BE

USED ONLY WITH PERMISSION OF THE STRUCTURAL ENGINEER.

6. AGGREGATE FOR LIGHT WEIGHT (110PCF) CONCRETE SHALL BE EXPANDED SHALE

CONFORMING TO ASTM C 330 AND PROJECT SPECIFICATIONS. EXCEPTIONS MAY BE

USED ONLY WITH PERMISSION OF THE STRUCTURAL ENGINEER.

7. CONCRETE MIXING OPERATION, ETC. SHALL CONFORM TO ASTM C 94.

8. PLACEMENT OF CONCRETE SHALL CONFORM TO THE CODE AND PROJECT

SPECIFICATIONS. CLEAN AND ROUGHEN TO 1/4" AMPLITUDE ALL CONCRETE

SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED.

9. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE

WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.

10. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE

BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING IN

CONCRETE IS NOT PERMITTED. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF

CONDITIONS NOT SHOWN ON THE DRAWINGS. SEE THESE DRAWINGS FOR

ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF OPENINGS IN SLABS AND WALLS.

11. PIPES LARGER THAN 1-1/2" DIAMETER SHALL NOT BE EMBEDDED IN STRUCTURAL

CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY STRUCTURAL ENGINEER.

PIPES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS, SPACE EMBEDDED

PIPES AND SLEEVES AT A MINIMUM OF 3 DIAMETERS ON CENTER.

12. CONCRETE FILL OVER METAL DECK SHALL BE SCREEDED TO A CONSTANT

THICKNESS AS SPECIFIED IN THE DECKING SCHEDULE.

3. WIND ANALYSIS PER CHAPTER 16A OF THE CODE

RISK CATEGORY = II

BASIC WIND SPEED = 96 mph

WIND EXPOSURE = C

SHEET INDEX

S-001 GENERAL NOTES

S-002 SPECIAL INSPECTION TABLES

S-101 PLANS

S-102 EQUIPMENT ANCHORAGE DETAILS

S-103 EQUIPMENT ANCHORAGE DETAILS

HILTI KB-TZ2 IN CONCRETE

SYMBOL UNITS

NOMINAL ANCHOR DIAMETER (IN)

1/4 3/8 1/2 5/8 3/4

NOMINAL BIT DIAMETER do in 1/4 3/8 1/2 5/8 3/4

EFFECTIVE MIN.

EMBEDMENT

hef in 1 1/2 1 1/2 2 2 1/2 1 1/2 2 2 1/2 3 1/4 2 3/4 3 1/4 4 3 1/4 3 3/4 4 3/4

NOMINAL EMBEDMENT hnom in 1 3/4 1 7/8 2 1/2 3 2 2 1/2 3 3 3/4 3 1/4 3 3/4 4 1/2 4 4 1/2 5 1/2

MINIMUM HOLE DEPTH ho in 2 2 2 3/4 3 1/4 2 1/4 2 3/4 3 1/4 4 1/4 3 3/4 4 1/4 4 3/4 4 1/4 4 3/4 5 3/4

FIXTURE HOLE DIAMETER dh in 5/16 7/16 9/16 11/16 13/16

MINIMUM CONCRETE

THICKNESS hmin in 3 1/4 3 1/4 4 5 3 1/2 4 5 5 1/2 5 5 1/2 6 5 1/2 6 8

HILTI KB-TZ2 - CARBON STEEL

SYMBOL UNITS

NOMINAL ANCHOR DIAMETER (IN)

1/4 3/8 1/2 5/8 3/4

EFFECTIVE MIN.

EMBEDMENT

hef in 1 1/2 1 1/2 2 2 1/2 1 1/2 2 2 1/2 3 1/4 2 3/4 3 1/4 4 3 1/4 3 3/4 4 3/4

INSTALLATION TORQUE Tinst ft-lb 4 30 50 40 110

MINIMUM EDGE

DISTANCE1

cmin in 1 1/2 5 2 1/2 2 1/2 8 2 3/4 2 3/4 2 1/4 4 1/2 3 1/2 2 3/4 5 4 3 1/2

MINIMUM SPACING 1 smin in 1 1/2 5 2 1/4 2 12 3 1/2 3 2 4 1/2 2 3/4 2 1/4 4 1/2 3 3/4 3 3/4

1 REFER TO ESR-4266, TABLE 3 FOR SPACING REQUIREMENTS FOR c min AND EDGE DISTANCE REQUIREMENTS FOR s min.

HILTI KB-TZ2 - STAINLESS STEEL

SYMBOL UNITS

NOMINAL ANCHOR DIAMETER (IN)

1/4 3/8 1/2 5/8 3/4

EFFECTIVE MIN.

EMBEDMENT

hef in 1 1/2 1 1/2 2 2 1/2 1 1/2 2 2 1/2 3 1/4 2 3/4 3 1/4 4 3 1/4 3 3/4 4 3/4

INSTALLATION TORQUE Tinst ft-lb 6 30 40 60 125

MINIMUM EDGE

DISTANCE1 cmin in 1 1/2 5 2 1/2 2 1/2 N/A 2 3/4 2 1/2 2 1/4 4 3 1/4 2 1/4 5 4 3 3/4

MINIMUM SPACING 1 smin in 1 1/2 5 2 1/4 2 1/4 N/A 2 3/4 2 1/2 2 5 1/2 2 3/4 3 5 4 4

1 REFER TO ESR-4266, TABLE 3 FOR SPACING REQUIREMENTS FOR c min AND EDGE DISTANCE REQUIREMENTS FOR s min.

STRUCTURAL STEEL

1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED BY AN

APPROVED AND LICENSED FABRICATOR IN ACCORDANCE WITH THE AISC

SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL

STEEL FOR BUILDINGS (LATEST EDITION), AND WITH CHAPTERS 17A AND 22A OF THE

CODE.

2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE ASTM DESIGNATION AS INDICATED

BELOW (UNO):

ANGLES, CHANNELS, PLATES, BARS,

CONNECTION PLATES, AND MISC A36 (UNO)

HSS SECTIONS A500, GRADE C

BOLTS A325 (UNO)

3. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS OF ALL STEEL

TO THE ARCHITECT FOR ARCHITECT'S AND STRUCTURAL ENGINEER'S REVIEW AND

APPROVAL BEFORE FABRICATION.

4. BOLT HOLES USED IN STEEL SHALL BE 1/16" LARGER IN DIAMETER THAN NOMINAL SIZE

OF BOLT USED, EXCEPT AS NOTED.

5. ALL WELDING IS TO BE DONE BY CERTIFIED WELDERS USING FILLER METALS TO

MATCH MATERIAL STRENGTH (UNO). ALL WELDS SHALL BE IN CONFORMITY WITH THE

PROJECT SPECIFICATIONS AND THE CODE FOR WELDING IN BUILDING CONSTRUCTION

(AWS D1.1 LATEST REVISION) OF THE AMERICAN WELDING SOCIETY. SEE SPECIAL

INSPECTIONS SECTION FOR WELDING INSPECTION REQUIREMENTS. USE OF E70T-4

WIRE IS NOT PERMITTED.

6. WHERE FABRICATION OF STRUCTURAL LOAD-BEARING MEMBERS AND ASSEMBLIES IS

BEING PERFORMED ON THE PREMISES OF FABRICATOR'S SHOP, SPECIAL INSPECTION

OF THE FABRICATED ITEMS SHALL BE REQUIRED.

7. SPECIAL INSPECTIONS ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE

PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK

WITHOUT SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTION AGENCY.

APPROVAL SHALL BE BASED ON SECTION 1704A.2.5 OF THE CODE. AT COMPLETION OF

FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF

COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED

IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.

8. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED.

WHERE FILLET WELD SYMBOL IS GIVEN WITHOUT INDICATION OF SIZE, USE MINIMUM

SIZE WELDS AS SPECIFIED IN AISC 360-10 SECTION J2.2b.

9. ALL EXPOSED STRUCTURAL STEEL AND MISCELLANEOUS METAL SHALL BE HOT DIP

GALVANIZED AFTER FABRICATION UNO.

10. BEAM COPES AND WELD ACCESS HOLES SHALL COMPLY WITH AISC 360-10 SECTION

J1.6.

11. ALL WELD MATERIAL SHALL COMPLY WITH AISC 360-10 SECTION J2.6.

12. THE THERMAL CUTTING OF ALL MEMBERS SHALL COMPLY WITH AISC 360-10 SECTION

M2.2.

13. NON-DESTRUCTIVE ULTRASONIC TESTING SHALL BE REQUIRED ON 100% OF CJP

GROOVE WELDS IN MATERIAL 5/16" THICK AND GREATER.

FOUNDATION

1. ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE BASED ON CODE

PRESCRIBED VALUES IN ACCORDANCE WITH CHAPTER 18A TABLE 1806.2 OF THE

CODE.

2. FOOTINGS ARE DESIGNED BASED ON THE FOLLOWING INFORMATION:

ALLOWABLE BEARING *

1,500 PSF

3. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM EITHER

SURFACE WATER, GROUND WATER OR SEEPAGE, IF REQUIRED.

4. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING,

SHEATHING AND SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR

ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION

OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE

WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.

5. EXCAVATION FOR FOOTINGS SHALL BE APPROVED BY THE INSPECTOR OR SOILS

ENGINEER PRIOR TO PLACING THE CONCRETE AND REINFORCING. CONTRACTOR

TO NOTIFY THE INSPECTOR WHEN INSPECTION OF EXCAVATION IS READY.

INSPECTOR TO SUBMIT LETTER OF COMPLIANCE.

6. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL

BEHIND RETAINING WALLS BEFORE CONCRETE OR GROUT HAS ATTAINED FULL

DESIGN STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING AND

PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE

COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH. CONTRACTOR

SHALL PROVIDE FOR DESIGN, PERMITS, AND INSTALLATION OF SUCH BRACING.

7. FOUNDATIONS SHALL BE PLACED AND ESTIMATED ACCORDING TO DEPTHS

SHOWN ON DRAWINGS. SHOULD SOIL ENCOUNTERED AT THESE DEPTHS NOT BE

APPROVED BY THE INSPECTOR OR SOILS ENGINEER, FOUNDATION ELEVATIONS

WILL BE ALTERED BY CHANGE ORDER.

8. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL

BE MECHANICALLY COMPACTED IN LAYERS IN ACCORDANCE WITH THE SOILS

REPORT AND APPROVED BY THE SOILS ENGINEER. FLOODING WILL NOT BE

PERMITTED. ALL FILLS USED TO SUPPORT FOUNDATIONS SHALL BE INSPECTED BY

THE SOILS ENGINEER REPRESENTATIVE PER CODE SECTION 1705A.6 AND TABLE

1705.6

9. ALL ABANDONED FOOTINGS, UTILITIES, ETC., SHALL BE REMOVED UNLESS NOTED

OTHERWISE. NEW FOOTINGS MUST EXTEND INTO UNDISTURBED SOILS.

10. SLABS ON GRADE SHALL BE SUPPORTED ON NATURAL GRADE OR COMPACTED

FILL AS PER THE RECOMMENDATIONS OF THE SOILS REPORT.

REINFORCING STEEL (FOR CONCRETE AND MASONRY)

1. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 & 21

OF THE CODE, ASTM A615, GRADE 60 UNO.

2. BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR

BOND. ALL REINFORCING BAR BENDS SHALL BE MADE COLD.

3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. WWF SHALL BE

SUPPORTED ON APPROVED CHAIRS.

4. REINFORCING BAR SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. LAP

ALL HORIZONTAL BARS AT CORNERS AND INTERSECTIONS. STAGGER ALL SPLICES

UNLESS NOTED OTHERWISE ON PLANS.

5. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE

FINAL IN-PLACE INSPECTION IS MADE.

6. WHERE WELDING OF REINFORCING IS APPROVED BY THE STRUCTURAL ENGINEER,

IT SHALL BE DONE BY AWS CERTIFIED WELDERS USING FILLER MATERIAL TO

MATCH MATERIAL STRENGTHS. WELDING PROCEDURES SHALL CONFORM TO THE

REQUIREMENTS OF STRUCTURAL WELDING CODE- REINFORCING STEEL",

AWS-D1.4, LATEST REVISION. REINFORCING BARS TO BE WELDED SHALL CONFORM

TO THE REQUIREMENTS OF ASTM A706.

7. BARS IN SLABS SHALL BE SECURELY SUPPORTED ON WELL-CURED CONCRETE

BLOCKS OR APPROVED METAL CHAIRS, PRIOR TO PLACING CONCRETE.

8. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "A.C.I.

MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE

STRUCTURES", LATEST EDITION.

9. COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE

PREPARED AND SUBMITTED TO THE ARCHITECT FOR APPROVAL BY THE

STRUCTURAL ENGINEER PRIOR TO FABRICATION IN ACCORDANCE WITH THE

SPECIFICATIONS AND APPLICABLE CODES. THESE DRAWINGS SHALL BE AVAILABLE

ON THE JOB SITE PRIOR TO PLACING OF CONCRETE.

10. MILL TEST REPORTS FOR GRADE 60 BARS SHALL BE SUBMITTED PRIOR TO

PLACEMENT OF CONCRETE.

11. PROVIDE INSPECTION OF CONCRETE PER SPECIAL INSPECTION NOTES SECTION.

INSPECTION SHALL BE SCHEDULED SO THAT PLACEMENT OF REINFORCING STEEL,

CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE CORRECTED PRIOR TO

PLACEMENT OF OVERLYING GRIDS OR REINFORCING STEEL.

12. ALL GRADE 60 REINFORCING STEEL SHALL BE CLEARLY MARKED TO

DIFFERENTIATE THEM FROM GRADE 40 REINFORCING STEEL IF CONCURRENTLY ON

SITE.

13. CONCRETE PROTECTION FOR REINFORCEMENT:

CONCRETE

EXPOSURE

MEMBER REINFORCEMENT

MIN COVER,

IN.

EXPOSED TO

WEATHER OR IN

CONTACT WITH

GROUND

No. 6 THROUGH No.

18 BARS

NOT EXPOSED

TO WEATHER OR

IN CONTACT

WITH GROUND

SLABS, JOISTS

AND WALLS

BEAMS,

COLUMNS,

PEDESTALS, AND

TENSION TIES

PRIMARY REINFORCEMENT,

STIRRUPS, TIES, SPIRALS,

AND HOOPS

CAST-IN-PLACE NONPRESTRESSED CONCRETE MEMBERS

ALL

No. 5 BAR, W31 OR D31

WIRE, AND SMALLER

1-1/2No. 14 AND No. 18 BARS

1-1/2

CAST AGAINST AND

PERMANENTLY IN

CONTACT WITH

GROUND

ALL ALL 3

3/4No. 11 BAR AND SMALLER

1-1/2

EXPANSION ANCHORS

1. ANCHOR DIAMETER REFERS TO THE ANCHOR SIZE AND NOT THE DIAMETER

OF THE DRILLED HOLE.

2. ALL ANCHORS SHOULD MEET THE MINIMUM EMBEDMENT, EDGE DISTANCE,

SPACING AND SLAB THICKNESS CRITERIA ESTABLISHED BY THE RELEVANT

ICC-ES EVALUATION REPORT.

3. ACCEPTABLE MANUFACTURERS FOR EXPANSION ANCHORS ARE AS FOLLOWS:

CONCRETE MASONRY UNITS (CMU):

HILTI KWIK BOLT TZ2 (KB-TZ2) (ICC ESR-4561).

SIMPSON WEDGE-ALL (ICC ESR-1396).

CONCRETE:

HILTI KWIK BOLT TZ2 (KB-TZ2) (ICC ESR-4266).

SIMPSON STRONG-BOLT 2 (ICC ESR-3037).

4. DO NOT LOCATE EXPANSION ANCHORS CLOSER TO EDGE OF

CONCRETE/MASONRY OR TO CONTROL/CONSTRUCTION JOINTS THAN THE

MIN…