Plans.pdf

PROACTIVE ENGINEERING CONSULTANTS

27051 TOWNE CENTRE DRIVE, SUITE 270

FOOTHILL RANCH, CA 92610

(949) 716-7460

CONTACT: FELIX GONZALEZ

SOLID ROCK STRUCTURAL SOLUTIONS

1501 QUAIL STREET, SUITE 150

NEWPORT BEACH, CA 92660

(949) 418-6722

CONTACT: ROBERT J. FECAROTTA

Caltrans District 5 Office

EVSE Installation

100% Construction Drawings

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 (6) ELECTRIC VEHICLE

CHARGING STATION (EVCS) PORTS WITHIN THE DISTRICT 5 OFFICE. SEE EVCS NOTE

ON THIS SHEET.

THE ELECTRIC VEHICLE SUPPLY EQUIPMENT IS MADE UP OF (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 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 12 T0.01 TITLE SHEET, LOCATION MAP, GENERAL NOTES &

SHEET INDEX

2 OF 12 E0.01 SYMBOLS, DESIGNATION AND ABBREVIATIONS

3 OF 12 E1.00 SITE PLAN

4 OF 12 E2.00 POWER PLAN

5 OF 12 E4.00 ELECTRICAL DETAILS

6 OF 12 E5.00 SINGLE LINE DIAGRAM & SCHEDULES

7 OF 12 C1 TITLE SHEET

8 OF 12 C2 SITE PLAN

9 OF 12 S0.01 GENERAL NOTES

10 OF 12 S0.02 SPECIAL INSPECTION TABLES, ABBREVIATIONS

AND SYMBOLS

11 OF 12 S1.01 PLANS

12 OF 12 S1.02 PLANS AND 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

OFFICE OF SUSTAINABILITY, DGS

707 3RD STREET, 4TH FLOOR

WEST SACRAMENTO, CA 95606

(279) 946-8547

STEVEN PIEPENHAGEN

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.

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

R

CALL 811 BEFORE YOU DIG.

DGS PROJECT NUMBER: 000000000013813

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.

PROJECT

LOCATION

CONSTRUCTION TYPE: N/A*

OCCUPANCY CLASSIFICATION: N/A*

OCCUPANCY LOAD: N/A*

ACTUAL BUILDING HEIGHT: N/A*

BUILDING AREA (SQ. FT.) N/A*

AREA OF PROJECT (SQ. FT.) 2,500 SQ. FT.

SEPARATED OR NON-SEPARATED USE: N/A*

ALLOWABLE AREA: N/A*

AREA INCREASED: NONE

HEIGHT INCREASED: NONE

FIRE SPRINKLERS: N/A*

FIRE ALARM: N/A*

OTHER FIRE PROTECTION SYSTEMS: N/A*

SMOKE CONTROL SYSTEM: N/A*

YEAR CONSTRUCTED: N/A*

HIGH FIRE SEVERITY ZONE: N/A*

SEISMIC JOINTS: N/A*

EMERGENCY RESPONDER RADIO COVERAGE: N/A*

*NOT APPLICABLE, ALL WORK IS EXTERIOR.

Drawn by:

Job No.:

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Sheet Title/Number

Scale:

Date:

REVISIONS

H ig u e ra

S tr e e t, S a n L u is O b is p o C A

E. Torres

E. Burtch

As Noted

C a lt ra n s D is tr ic t O ff ic e 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: 25-S-3159-C

95% CD SubmittalEB06/04/2025 1

100% CD SubmittalEB08/28/2025 2

TITLE SHEET, LOCATION

MAP, GENERAL NOTES &

SHEET INDEX

T0.01

H

IG

U E R

A S

T

M

AD

O

NNA

RD.

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/03/25

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

25-3159

DOT D5 - Electric Vehicle Supply Equipment

PROJECT NUMBER: 000000000013813; 12/19/25

http://www.gossengineering.com

ABBREVIATIONS

ANNOTATION SYMBOLS

LEGEND

WIRING SYSTEM ABOVE FLOOR

LEVEL

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

CIRCUIT BREAKER

DISCONNECT SWITCH (FUSED),

HORSE POWER RATED

SURFACE MOUNTED PANELBOARD

277V/480V

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

AT AMPERE TRIP

AWG AMERICAN WIRE GAUGE

BKR BREAKER

BLDG BUILDING

C CONDUIT

CB CIRCUIT BREAKER

CEC CALIFORNIA ELECTRICAL CODE

CKT CIRCUIT

CO CONDUIT ONLY

DB DISTRIBUTION BOARD

DISC DISCONNECT

DIST DISTRIBUTION

DP DISTRIBUTION PANEL

DWG DRAWING

E EXISTING TO REMAIN

EEOR ELECTRICAL ENGINEER ON RECORD

EG EQUIPMENT GROUND

ELEC ELECTRICAL

EHH ELECTRICAL HAND HOLE

EMT ELECTRICAL METALLIC TUBING

EQUIP EQUIPMENT

EV ELECTRIC VEHICLE

EVCS ELECTRIC VEHICLE CHARGING STATION

EVSE ELECTRIC VEHICLE SUPPLY EQUIPMENT

F FUSE, FUSED

FLA FULL LOAD AMPERES

GRD GROUND

GALV GALVANIZE, GALVANIZED

GFCI GROUND FAULT CIRCUIT INTERRUPTER

JB JUNCTION BOX

KA THOUSAND AMPERES

KCMIL THOUSAND CIRCULAR MILS

KVA KILOVOLT-AMPERE

KW KILOWATT

LCL LONG CONTINUOUS LOAD

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MCM THOUSAND CIRCULAR MILS

MDP MAIN DISTRIBUTION PANEL

MFR MANUFACTURER

MIN MINIMUM

MLO MAIN LUGS ONLY

MTD MOUNTED

MTR MOTOR

NEC NATIONAL ELECTRIC CODE

NF NON-FUSED

NIC NOT IN CONTRACT

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

TYP. TYPICAL

UON UNLESS OTHERWISE NOTED

V VOLT, VOLTS

VA VOLT-AMPERES

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

DUAL PORT PEDESTAL MOUNT

ELECTRIC VEHICLE CHARGING STATION

T

TRANSFORMER. "F" DENOTES FRONT

OF TRANSFORMER.

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

H ig u e ra

S tr e e t, S a n L u is O b is p o C A

E. Torres

E. Burtch

As Noted

C a lt ra n s D is tr ic t O ff ic e E V S E I n s ta lla ti o n

125-01-02.69

08/28/2025

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: 25-S-3159-C

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SYMBOLS,

DESIGNATION AND

ABBREVIATIONS

E0.01

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/03/25

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

25-3159

DOT D5 - Electric Vehicle Supply Equipment

SCALE

SITE PLAN 1

1/16" = 1'-0"

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate #

Sheet Title/Number

Scale:

Date:

REVISIONS

H ig u e ra

S tr e e t, S a n L u is O b is p o C A

E. Torres

E. Burtch

As Noted

C a lt ra n s D is tr ic t O ff ic e E V S E I n s ta lla ti o n

125-01-02.69

08/28/2025

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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CSFM APPLICATION NUMBER: 25-S-3159-C

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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) (6) LEVEL 3 DCFC

TOTAL FLEET PORTS: (6) LEVEL 3 DCFC

* 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.

(E) DISTRIBUTION

BOARD "DMB"

AREA OF WORK

(E) UTILITY

TRANSFORMER

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/03/25

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

25-3159

DOT D5 - Electric Vehicle Supply Equipment

(E) DISTRIBUTION

BOARD "DMB"

4'-0"

(TYP.)

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

E V

F L E E T

O N L Y

E V

F L E E T

O N L Y

EVCS-3

1'-0"

(TYP.)1'-0"

(TYP.)

PANELBOARD "EVH"

(E) ASPHALT

PAVEMENT

(E) CONCRETE

CURB

(E) CONCRETE

WALKWAY

(E) LANDSCAPE

AREA

PB

PB

EVCS-2

(E) CONCRETE

CURB

(E) CHILLER

YARD

12(TYP.)

9(TYP.)

2 7

2"C - 3#4

& 1#8 GRD.

(2 SETS) 2"C - 3#4

& 1#8 GRD.

(3 SETS) 2"C - 3#4

& 1#8 GRD.

10(TYP.)

11 (TYP.)

EVCS-1 1

2 (TYP. OF 3)

7 14

SCALE

POWER PLAN 1

1/4"=1'=0"

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate #

Sheet Title/Number

Scale:

Date:

REVISIONS

H ig u e ra

S tr e e t, S a n L u is O b is p o C A

E. Torres

E. Burtch

As Noted

C a lt ra n s D is tr ic t O ff ic e E V S E I n s ta lla ti o n

125-01-02.69

08/28/2025

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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CSFM APPLICATION NUMBER: 25-S-3159-C

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POWER PLAN

E2.00

SHEET NOTES:

DUAL PORT PEDESTAL MOUNTED DCFC EVCS

WITH 50,000VA. PROVIDE 10'-0" OF FEEDER WIRE

(3#4 + 1#8 GRD) COILED UP AT EVCS STUB-UP

LOCATION FOR FINAL EVCS INSTALLATION.

PROVIDE MULE TAPE ROUTED THROUGH

CONDUIT FROM NEAREST PULLBOX TO EVCS

STUB-UP. SEE DETAIL #1 ON SHEET E4.00.

SEE DETAIL #6 SHEET E4.00 FOR ELECTRIC

EQUIPMENT RGS CONDUIT STUB-UP DETAIL.

PROVIDE 13" X 24" X DEPTH AS REQUIRED

CONCRETE PULLBOX WITH WEATHERPROOF

COVER ENGRAVED 'POWER'. SEE DETAIL #4

SHEET E4.00 FOR UNDERGROUND PULL-BOX

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 #5 SHEET E4.00 FOR UNDERGROUND

CONDUIT BURIAL DETAIL. PROVIDE NON-NATIVE

SOIL FOR BACKFILLING. NATIVE SOIL MAY BE

USED IF MOISTURE LEVELS ARE ACCEPTABLE

AND IF 90% COMPACTION IS ACHIEVED.

PROVIDE 100A-3P NEMA-3R DISCONNECT

SWITCH (NON-FUSED).

SEE SINGLE LINE DIAGRAM #1 SHEET E5.00 FOR

MORE INFORMATION.

PROVIDE WALL PENETRATION THROUGH

EXISTING NON-RATED WOOD WALL AND FENCE

TO ROUTE CONDUIT TO PANELBOARD.

EXISTING WHEELSTOP SHALL REMAIN AND BE

PROTECTED IN PLACE.

NEW 4" DIA. CONCRETE BOLLARD. REFER TO

DETAIL #7 ON SHEET E4.00.

NEW SIGN POST AND FOOTING. REFER TO CIVIL

DRAWINGS FOR MORE INFORMATION. EXISTING

SIGNAGE SHALL BE REUSED.

EXISTING STRIPING SHALL REMAIN AND BE

PROTECTED IN PLACE.

EXISTING MEMORIAL TREE SHALL REMAIN AND

BE PROTECTED IN PLACE.

MOUNT RGS CONDUIT TO EXISTING WOOD WALL.

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.

5. EXISTING VEGETATION TO BE REMOVED,

PROTECTED AND RESTORED AFTER

CONSTRUCTION.

6. REMOVE AND REPLACE IN-GROUND

LANDSCAPING AND IRRIGATION IMPROVEMENTS

AFFECTED IN WORK.

7. PROJECT WAS PREVIOUSLY IN CONSTRUCTION.

DEMOLISH ABANDONED CONDUITS AND

EQUIPMENT THAT IS WITHIN THE AREA OF

WORK.

PROPOSED EV CHARGERS

EVCS #

WALL/PEDESTAL

MOUNT EVCS

SINGLE/DUAL

EVCS

CHARGE PORT #

FULL LOAD

AMPS

VOLTAGE

CHARGE PORT

TYPE

1 PEDESTAL DUAL 60 480V-3PH FLEET

2 PEDESTAL DUAL 60 480V-3PH FLEET

3 PEDESTAL DUAL 60 480V-3PH FLEET

NOTES:

· (3) DUAL PORT EVCS SHALL SERVE (6) FLEET PARKING STALLS

· 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.

1 2

1 2

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.

10/03/25

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

25-3159

DOT D5 - Electric Vehicle Supply Equipment

NOT USED 8

N.T.S.

SCALE

NOT USED 9

N.T.S.

SCALE

EMERGENCY SHUT-OFF LABEL DETAIL 2

N.T.S.

4"

3"

RED BACKGROUND

WITH WHITE LETTERING

RED STRIPING

WHITE STRIPING

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 PVC CONDUIT IS USED 2'-0" BELOW GRADE LEVEL. SEE POWER PLAN

FOR MORE INFORMATION.

2. EXISTING SOIL MAY BE USED AS BACKFILL IF MOISTURE LEVELS ARE ACCEPTABLE.

1" MIN. SPACING. SHALL BE EQUAL

TO THE LARGEST CONDUIT SIZE

FOR MULTIPLE CONDUIT RUNS.

3" CLEAN SAND

BEDDING

SCALE

UNDERGROUND PULLBOX DETAIL 4

N.T.S.

NEW BACKFILL

90% COMPACTION

(SEE NOTE 2)

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:

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 CONDUIT BURIAL DETAIL 5

N.T.S.

NOTE:

REFER TO SHEET NOTES ON POWER

PLANS FOR SPECIFIC PULLBOX

DIMENSIONS.

CONDUIT/S PER PLAN

SCALE

BOLLARD DETAIL 6

N.T.S.

6"

MIN.

STEEL COUPLING WITH

THREADED PLUG

FINISH GRADE

PVC CONDUIT

TRANSITION

COUPLING

CONTINUOUS RIGID GALVANIZED

STEEL CONDUIT WRAPPED AROUND

WITH 10 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 3

N.T.S.

SCALE

DUAL PORT PEDESTAL ELECTRIC VEHICLE CHARGING STATION 1

N.T.S.

NOTE:

1. FOR 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 FISH TAPE FROM EVCS STUB-UP BACK TO PANELBOARD "EVH".

FINISH GRADE

DUAL PORT DCFC

EV CHARGING STATION

(50,000VA)

NEW CONCRETE EVCS

FOOTING. SEE STRUCTURAL

DRAWINGS FOR MORE

INFORMATION.

3'-0"

PROVIDE LABEL IDENTIFYING

SHUT-OFF LOCATION ON THE FRONT

OF UNIT. LABEL SHALL CORRESPOND

TO CHARGER NUMBER. REFER TO

DETAIL #2 ON THIS SHEET.

PROVIDE 5'-0" OF

1" LIQUIDTIGHT FLEXIBLE

METAL CONDUIT WITH

3#4 & 1#8 GRD. FOR FINAL

CONNECTION

DISCONNECT SWITCH

NON-FUSED, NEMA-3R

SCALE

NOT USED 7

N.T.S.

FRONT

INCOMING 2" PVC

CONDUIT WITH 3#4 &

1#8 GRD. FROM

PULLBOX

4'-0"

CONCRETE CAP

STEEL PIPE AND FOOTING

PER STRUCTURAL

DRAWINGS

FIELD PRIME STEEL BOLLARDS

WITH 2 COATS OF ZINC-RICH

PRIMER. PAINT BOLLARDS WITH 2

COATS OF INDUSTRIAL YELLOW

ENAMEL.

3'-0"

7'-6"

2" A.F.G.

3" MIN.

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate #

Sheet Title/Number

Scale:

Date:

REVISIONS

H ig u e ra

S tr e e t, S a n L u is O b is p o C A

E. Torres

E. Burtch

As Noted

C a lt ra n s D is tr ic t O ff ic e E V S E I n s ta lla ti o n

125-01-02.69

08/28/2025

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

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No. E17083

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CSFM APPLICATION NUMBER: 25-S-3159-C

95% CD SubmittalEB06/04/2025 1

100% CD SubmittalEB08/28/2025 2

ELECTRICAL

DETAILS

E4.00

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/03/25

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

25-3159

DOT D5 - Electric Vehicle Supply Equipment

SINGLE LINE DIAGRAM 1

N.T.S.

LEGEND:

EXISTING

NEW

SHEET NOTES:

PROVIDE NEW CIRCUIT BREAKER. SIZE AS

SHOWN. MATCH TO EXISTING MAKE, MODEL AND

AIC RATING. MODIFY "DMB" FACE PLATE TO

ACCOMODATE THE NEW CIRCUIT BREAKER.

200A 3P

600A BUS

200A 3P

(E)

(E F E E D

E R

(E F E E D

E R

M

500A 3P

(E) DISTRIBUTION BOARD "DMB"

600A, 480Y/277V-3Ø,4W

NEMA-3R, 22,000 AIC

(E F E E D

E R

(E F E E D

E R

250A 3P

(E)

CHILLER 1

(E)

CHILLER 2

(E)

CHILL WATER

PUMP

(E)

120 XFMR

PANEL

"EVH"

IF=21,341A

2 1/2"C - 4#250 KCMil

& 1#4 GRD.

L: ~10'-0"

%V.D.: NEGL.

15A 2P

(E) FEEDER INCOMING SERVICE FROM

PACIFIC GAS & ELECTRIC

(PG&E)

SPACE

1 2 3 4 5 6

(GENERAL ELECTRIC AV-LINE SWITCHBOARD)

250A 3P

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate #

Sheet Title/Number

Scale:

Date:

REVISIONS

H ig u e ra

S tr e e t, S a n L u is O b is p o C A

E. Torres

E. Burtch

As Noted

C a lt ra n s D is tr ic t O ff ic e E V S E I n s ta lla ti o n

125-01-02.69

08/28/2025

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

ET

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OF ONA

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CSFM APPLICATION NUMBER: 25-S-3159-C

95% CD SubmittalEB06/04/2025 1

100% CD SubmittalEB08/28/2025 2

SINGLE LINE

DIAGRAM &

SCHEDULES

E5.00

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/03/25

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

25-3159

DOT D5 - Electric Vehicle Supply Equipment

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

E V

F L E E T

O N L Y

F L E E T

O N L Y

PB

PB

TITLE SHEET

C1

AM

OM/FG

As Noted

25.063

FG

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate #

Sheet Title/Number

Scale:

Date:

REVISIONS

H ig u e ra

S tr e e t, S a n L u is O b is p o C A

As Noted

C a lt ra n s D is tr ic t O ff ic e

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

08/15/2025

V1

DSA IDENTIFICATION STAMP:

CSFM APPLICATION NUMBER: 25-S-3159-C

95% CD Submittal06/04/2025 1

100% CD SubmittalFG08/15/2025 2

V2

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/03/25

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

25-3159

DOT D5 - Electric Vehicle Supply Equipment

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

E V

F L E E T

O N L Y

E V

F L E E T

O N L Y

PB

PB

SITE PLAN

C2

R

CALL 811 BEFORE YOU DIG.

CONSTRUCTION NOTES

AM

OM/FG

As Noted

25.063

FG

Drawn by:

Job No.:

PA / PM:

Description of RevisionsByDate #

Sheet Title/Number

Scale:

Date:

REVISIONS

H ig u e ra

S tr e e t, S a n L u is O b is p o C A

As Noted

C a lt ra n s D is tr ic t O ff ic e

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

08/15/2025

V1

DSA IDENTIFICATION STAMP:

CSFM APPLICATION NUMBER: 25-S-3159-C

95% CD Submittal06/04/2025 1

100% CD SubmittalFG08/15/2025 2

V2

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/03/25

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

25-3159

DOT D5 - Electric Vehicle Supply Equipment

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 16 OF THE CODE UTILIZING THE FOLLOWING PROCEDURE:

- THE EQUIVALENT LATERAL FORCE ANALYSIS

RISK CATEGORY = II

IMPORTANCE FACTOR = 1.0

SS = 1.048

S1 = 0.387

SITE CLASS = D (DEFAULT)

SDS = 0.755

GROUND MOTION USED:

- CODE DESIGN RESPONSE SPECTRUM

SEISMIC DESIGN LOAD (NON-STRUCTURAL COMPONENT)

FP (HORIZONTAL FORCE)

FV (VERTICAL FORCE)

EV = 0.2 SDS WP

WP = COMPONENT WEIGHT

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

SDS = DESIGN SPECTRAL ACCELERATION

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

ap = AMPLIFICATION FACTOR, PER ASCE 7-16 TABLE 13.5-1 AND TABLE 13.6.-1

RP = COMPONENT RESPONSE FACTOR, PER ASCE 7-16 TABLE 13.5-1 AND TABLE 13.6.-1

3. WIND ANALYSIS PER CHAPTER 16 OF THE CODE

RISK CATEGORY = II

BASIC WIND SPEED = 92 mph

WIND EXPOSURE = C

DESIGN CRITERIA

Fp = 0.4ap SDS

Rp

Ip{ } { 1 + 2 Wp z h } Fp MIN = 0.3 SDS IP WP

Fp MAX = 1.6 SDS IP WP

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. OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS, UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN

DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE

STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. FOR ANY FURTHER

RESTRICTIONS ON OPENINGS IN STRUCTURAL ELEMENTS, SEE APPLICABLE SECTIONS BELOW.

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

9. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY

SUCH STRUCTURES ARE FOUND, STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY.

10. 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.

11. 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.

12. 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.

13. 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.

GENERAL

1. FOUNDATION DESIGN BASED ON 2022 CBC CODE MINIMUM VALUES.

2. FOOTINGS ARE DESIGNED BASED ON THE FOLLOWING INFORMATION:

W = FOOTING WIDTH

D = FOOTING DEPTH BELOW ADJACENT GRADE

ALLOWABLE BEARING *

WALL FTGS = 1500 PSF (MAX)

ISOLATED FTGS = 1500 PSF (MAX)

PASSIVE EARTH PRESSURE **

PASSIVE EARTH PRESSURE = 100 PCF (EFP) , 1500 PSF (MAX)

FOOTINGS SHALL BEAR ON FIRM NATURAL SOILS. MINIMUM DEPTH OF FOOTINGS BELOW LOWEST

ADJACENT FINAL GRADE SHALL BE 1'-0". MINIMUM WIDTH OF FOOTING SHALL BE 1'-0".

* VALUES MAY BE INCREASED BY 1/3 FOR WIND OR SEISMIC LOAD CASES

** PASSIVE PRESSURE AND FRICTION MAY BE COMBINED WITHOUT A REDUCTION

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 1705.6 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.

FOUNDATION

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:

No. 6 THROUGH No. 18 BARS

1-1/2

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

ALL No. 5 BAR, W31 OR

D31 WIRE, AND

SMALLER

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

BARS

3/4 No. 11 BAR AND

SMALLER

CONCRETE

EXPOSURE

MEMBER REINFORCEMENT

CAST-IN-PLACE NONPRESTRESSED CONCRETE MEMBERS

MIN COVER,

IN.

CAST AGAINST AND

PERMANENTLY IN

CONTACT WITH

GROUND

ALL ALL 3

EXPOSED TO

WEATHER OR IN

CONTACT WITH

GROUND

1-1/2

REINFORCING STEEL (FOR CONCRETE AND MASONRY)

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 19 OF THE CODE.

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

5. AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF ASTM C33 AND PROJECT SPECIFICATIONS. EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OF THE

STRUCTURAL ENGINEER.

6. AGGREGATE FOR LIGHT WEIGHT (115 PCF) CONCRETE SHALL BE EXPANDED SHALE CONFORMING TO ASTM C330 AND PROJECT SPECIFICATIONS. EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OF THE

STRUCTURAL ENGINEER.

7. CONCRETE MIXING OPERATION, ETC. SHALL CONFORM TO ASTM C94.

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.

13. ALL CONCRETE MIX DESIGNS SHALL BE SIGNED AND SEALED BY A CIVIL ENGINEER REGISTERED IN THE

STATE IN WHICH THE PROJECT IS LOCATED.

EXPOSURE

CLASSES

LOCATION

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

CONCRETE

1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED BY AN APPROVED AND LICENSED FABRICATOR IN ACCORDANCE WITH THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (LATEST

EDITION), AND WITH CHAPTERS 17 AND 22 OF THE CODE.

2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE ASTM DESIGNATION AS INDICATED BELOW (UNO):

WF & WT SHAPES A992

ANGLES, CHANNELS, PLATES, BARS,

CONNECTION PLATES, AND MISC A36

PIPE SECTIONS A53, GRADE B

HSS SECTIONS A500, GRADE C

BOLTS F3125, GRADE A325

TWIST-OFF TYPE BOLTS F3125, GRADE F1852

BOLTS IN CONCRETE F1554 GR 36 OR

F1554 GR 55 S1 (WELDABLE)

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 STRUCTURAL STEEL SURFACES THAT ARE ENCASED IN CONCRETE, MASONRY OR SPRAY ON

FIREPROOFING, OR ARE ENCASED BY BUILDING FINISH, SHALL BE LEFT UNPAINTED.

6. 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.

7. WHERE FABRICATION OF STRUCTURAL, LOAD-BEARING OR LATERAL LOAD-RESISTING MEMBERS OR ASSEMBLIES IS BEING CONDUCTED ON THE PREMISES OF FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE PERFORMED DURING FABRICATION, EXCEPT WHERE THE FABRICATOR HAS BEEN APPROVED TO PERFORM WORK WITHOUT SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION

1704.2.5.1 OF THE CODE.

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 360-16 SECTION J2.2b.

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

FABRICATION UNO.

10. THE SPECIAL INSPECTIONS FOR STEEL ELEMENTS OF BUILDINGS AND STRUCTURES SHALL BE AS REQUIRED

BY SECTION 1705.2 OF THE CODE AND CONSTRUCTION DOCUMENTS.

EXCEPTIONS:

SPECIAL INSPECTIONS OF THE STEEL FABRICATION PROCESS SHALL NOT BE REQUIRED WHERE THE FABRICATION PROCESS FOR THE ENTIRE BUILDING OR STRUCTURE DOES NOT INCLUDE ANY WELDING, THERMAL CUTTING OR HEATING OPERATION OF ANY KIND. IN SUCH CASES, THE FABRICATOR SHALL BE REQUIRED TO SUBMIT A DETAILED PROCEDURE FOR MATERIAL CONTROL THAT DEMONSTRATES THE FABRICATOR'S ABILITY TO MAINTAIN SUITABLE RECORDS AND PROCEDURES SUCH THAT, AT ANY TIME DURING THE FABRICATION PROCESS, THE MATERIAL SPECIFICATION AND GRADE FOR THE MAIN STRESS- CARRYING ELEMENTS ARE CAPABLE OF BEING DETERMINED. MILL TEST REPORTS SHALL BE IDENTIFIABLE TO

THE MAIN STRESS-CARRYING ELEMENTS WHERE REQUIRED BY THE APPROVED CONSTRUCTION

DOCUMENTS.

11. ALL SPLICES IN HEAVY SHAPES SHALL COMPLY WITH AISC 360-16 SECTION J1.5.

12. WELD ACCESS HOLES SHALL COMPLY WITH AISC 360-16 SECTION J1.6.

13. ALL WELD MATERIAL SHALL COMPLY WITH AISC 360-16 SECTION J2.6.

14. THE THERMAL CUTTING OF ALL MEMBERS SHALL COMPLY WITH AISC 360-16 SECTION M2.2.

15. NON-DESTRUCTIVE ULTRASONIC TESTING SHALL BE REQUIRED ON 100% OF CJP GROOVE WELDS IN

MATERIAL 5/16" THICK AND GREATER.

16. COORDINATE STRUCTURAL STEEL REQUIRED FOR ELEVATOR INSTALLATION AND OPERATION IN ADDITION

TO WHAT IS SHOWN ON DRAWINGS WITH ELEVATOR MANUFACTURER.

STRUCTURAL STEEL

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:

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 MINIMUM EDGE DISTANCE SPECIFIED IN THE ICC REPORT, UNO.

5. WHEN INSTALLING DRILLED-IN ANCHORS IN EXISTING NON-PRESTRESSED REINFORCED CONCRETE, USE

CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS.

6. IT IS NOT ACCEPTABLE TO SUBSTITUTE ANY CAST-IN-PLACE BOLTS/RODS/ ANCHORS FOR EXPANSION

ANCHORS WITHOUT PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD.

7. USE HOT DIP GALVANIZED OR STAINLESS STEEL ANCHORS WHEN EXPANSION ANCHORS ARE EXPOSED

TO WEATHER OR IN A DAMP ENVIRONMENT.

8. SPECIAL INSPECTION SHALL BE PROVIDED PER THE ICC-ER REPORT NOTED ABOVE.

EXPANSION ANCHORS

1501 Quail St., Ste 150, Newport Beach, CA 92660

O: 949.418.6722 www.srssinc.com

Drawn by:

Job No.:

PA / PM:

Description of RevisionsBy Date#

Sheet Title/Number

Scale:

Date:

REVISIONS

As Noted

V1

DSA IDENTIFICATION STAMP:

CSFM APPLICATION NUMBER: 00−0−0000−C

255 East Rincon St., Suite 301

Corona, CA 92879

P 951.340.1977 | F 951.340.1090 www.gossengineering.com

24-S-4152-C

A u to d e s k D o c s:

G

O S S E n g in e e ri n g /2

G o s s D

O T D

S

L O

D is tr ic t O ff ic e R v t2

.r v t

/1

/2

:4 :0

P

M

C a lt ra n s D is tr ic t O ff ic e E V S E I n s ta lla ti o n

H ig u e ra

S tr e e t, S a n L u is

O b is p o C

A

06/04/2025

RR

AKZ

25065

GENERAL NOTES

S0.01

SHEET INDEX

S0.01 GENERAL NOTES

S0.02 SPECIAL INSPECTION TABLES,

ABBREVIATIONS AND SYMBOLS

S1.01 PLANS

S1.02 PLANS AND DETAILS

1 06/04/2024 RR 95% CD Submittal

2 08/15/2025 AKZ 100% CD Submittal

N

I

R

No. 4306 Exp. 12/31/2

G

T

R E

TAT

S

S

E OFILACFO

UCTURA

R

L

R

S T E

RE

D P L

OFESSIONA

N E R

AI

EN

G

I

O B

E R

T

JA

ME FE

C

A R

O T

R

S

T A5

CSFM APPLICATION NUMBER: 25-S-3159-C

V2

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/03/25

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

25-3159

DOT D5 - Electric Vehicle Supply Equipment

PROJECT NUMBER: 000000000013813; 12/19/25

http://www.srssinc.com

DETAIL NUMBER

SHEET NUMBER

CALLOUT REFERENCE

SECTION REFERENCE

PLAN NORTH

ELEVATION REFERENCE

CLOUD AND REVISIONS

GRID SYSTEM

DETAIL REFERENCE

NORTH SYMBOL

S-1.1

SHEET

A

SHEET

SHEET

CONCRETE CONSTRUCTION (CBC TABLE 1705.3)

SPECIAL INSPECTIONS AND TESTS

X

X

X

X

X

X

X

X

X

X

X

ITEMS REQUIRING SPECIAL INSPECTION

1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND

VERIFY PLACEMENT.

3. INSPECT ANCHORS CAST IN CONCRETE.

5. VERIFY USE OF REQUIRED DESIGN MIX.

6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH

TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE

TEMPERATURE OF THE CONCRETE.

7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER

APPLICATION TECHNIQUES.

8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND

TECHNIQUES.

9. INSPECT PRESTRESSED CONCRETE FOR:

10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.

11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF

TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF

SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS.

12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE

CONCRETE MEMBER BEING FORMED.

a. APPLICATION OF PRESTRESSING FORCES; AND

b. GROUTING OF BONDED PRESTRESSING TENDONS.

PERIODICCONTINUOUS

THE OWNER SHALL PROVIDE FOR A SPECIAL INSPECTOR(S) WHO WILL PROVIDE SPECIAL INSPECTIONS OF THE CONSTRUCTION AS PRESCRIBED BY THE CODE AND THE CONSTRUCTION DOCUMENTS. IN NO CASE SHALL THE REQUIREMENTS IN THE CONSTRUCTION DOCUMENTS PROVIDE FOR ANY LESS THAN THE MINIMUM REQUIREMENTS OF THE CODE OR ANY OTHER GOVERNING AUTHORITY. ANY SUCH DISCREPANCY SHALL BE

BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER.

THE SPECIAL INSPECTOR SHALL BE QUALIFIED BY THE CITY OF SAN LUIS OBISPO TO PROVIDE INSPECTIONS OF THE SPECIFIC CONSTRUCTION OR OPERATION REQUIRED. PROOF OF SUCH QUALIFICATION SHALL BE

PROVIDED TO THE ENGINEER PRIOR TO THE START OF INSPECTIONS.

THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER, ARCHITECT AND THE CONTRACTOR IN A TIMELY MANNER. ALL DISCREPANCIES BETWEEN THE INSPECTORS WORK AND THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF NOT CORRECTED, TO THE ENGINEER, ARCHITECT AND THE BUILDING OFFICIAL. THE SPECIAL INSPECTOR SHALL KEEP RECORDS SUCH THAT ALL CONCERNED PARTIES CAN IDENTIFY THE OUTSTANDING WORK THAT NEEDS CORRECTION AND SUCH THAT CORRECTED WORK IS

RECORDED IN A TIMELY MANNER.

THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN GENERAL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. IF NON-CONFORMING WORK REMAINS, THEN THIS WORK SHALL BE ITEMIZED AND NOTED IN THE REPORT.

THE CONTRACTOR SHALL PROVIDE ACCESS TO THE WORK REQUIRING SPECIAL INSPECTION. THE CONTRACTOR SHALL PROVIDE A DESIGNATED AREA, ON SITE, FOR THE SPECIAL INSPECTOR TO RECEIVE CORRESPONDENCE AND AN AREA TO LEAVE CORRESPONDENCE FOR THE BUILDING OFFICIAL AND THE CONTRACTOR. THE CONTRACTOR SHALL DESIGNATE A QUALITY CONTROL INDIVIDUAL THAT SHALL ACT AS THE MAIN POINT OF CONTACT FOR THE INSPECTOR, ENGINEER AND ARCHITECT REGARDING INSPECTIONS

ISSUES.

A PRE-INSPECTION MEETING SHALL BE HELD AND ORGANIZED BY THE…