APPROVED_STAMPED_PLANS_311_W_MOUNTAIN_ST.pdf

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MAINTENANCE YARDS EV CHARGER EXPANSION
Solicitation number
2026-IFB-LM-0141
Issued by
Los Angeles County, California

About this file

Written by GovTribe AI ·

This is an approved stamped engineering plans document for the Maintenance Yards EV Charger Expansion project at Pasadena Water & Power (PWP), a department of the City of Pasadena, California. The project involves the construction and installation of comprehensive electric vehicle charging infrastructure at PWP's maintenance yards located at 311 W Mountain Street, Pasadena, California 91103. The scope of work includes furnishing and installing 56 single-port 80-ampere Level 2 EV chargers with pedestals, one 600-kilowatt DC fast charging (DCFC) power cabinet with two dual-port satellite dispensers, three 500-kilowatt and one 225-kilowatt transformers, three distribution switchboards (SWBD-C, SWBD-D, and SWBD-E), one service main switchboard (SWBD-A), cable trays, underground conduits and cables, bollards, parking lot striping, precast vaults, communication handholes, and arc flash hazard analysis with appropriate labeling. The plans were prepared by KEWO Engineering Corporation (Engineer License No. E19688) under the direction of Brian B. Kewo, P.E., PMP, CCM, and are dated September 25, 2025 at 100 percent design completion. The design has been approved by multiple City of Pasadena divisions including Planning, Fire Prevention, Public Works, Power, Transportation, Water, and Building departments as of November 3-4, 2025. All work must comply with applicable codes including the 2022 California Building Code, California Electrical Code, California Fire Code, California Green Building Standards Code, and NFPA 70 (National Electrical Code) requirements for electric vehicle charging systems.

The plans specify that all electrical equipment must be new, listed, and certified by a nationally recognized testing laboratory (NRTL) accredited by OSHA. The contractor must perform an arc flash hazard analysis in accordance with NFPA 70E and IEEE 1584 standards and affix appropriate hazard and shock labels on all electrical equipment. Underground conduits must be PVC Schedule 40 with a minimum 24-inch burial depth compliant with California Electrical Code 300.5, and all trenching requires notification to Underground Service Alert (USA) at least two working days prior to excavation. The contractor is responsible for restoring all concrete and asphalt surfaces disturbed during construction to match existing conditions in type, thickness, material, finish, and color. All equipment locations shown on the drawings are approximate, and the contractor must carefully verify all dimensions, sizes, and clearances prior to construction, including field verification of existing conditions. The EV chargers are designated for fleet vehicles only and are not available to the general public. Approval of these plans by the City Engineer does not authorize any work to be performed until a permit has been issued, and the contractor must notify the Authority Having Jurisdiction for any required inspections and repairs of any equipment or structures damaged during construction at the contractor's expense.

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SHEET NUMBER

SHEET TITLE

ENGINEERING SEAL

REV DESCRIPTIONDATE

OWNER

WWW.KEWOCORP.COM

(646) 450-5396

BRIAN.KEWO@KEWOCORP.COM

CALIFORNIA, USA

KEWO ENGINEERING CORPORATION

ENGINEERING FIRM

KEWO

ENGINEERING

CORPORATION

BEFORE YOU DIG

WORKING DAYS

AT LEAST TWO

DIAL 811

OF SOUTHERN CALIFORNIA

UNDERGROUND SERVICE ALERT

PASADENA, CALIFORNIA 91106

1055 E COLORADO BLVD STE 350

WATER & POWER DEPARTMENT

CITY OF PASADENA

M A

IN

T E

N A

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A R

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V C

H A

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X P

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09/25/25

W M

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100% DESIGN

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No. E19688

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O

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EK .B N

AI

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CIRTC

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E

VICINITY MAP PROJECT INFORMATION

(951) 231-7589

BRIAN.KEWO@KEWOCORP.COM

PRESIDENT

BRIAN B. KEWO, P.E., PMP, CCM

WWW.KEWOCORP.COM

(646) 450-5396

CALIFORNIA, USA

KEWO ENGINEERING CORPORATION

PROJECT DESCRIPTION PROPOSED EV CHARGERS

PROPERTY INFORMATION

GENERAL NOTES

SHEET INDEX

MAINTENANCE YARDS EV CHARGER EXPANSION

PASADENA WATER & POWER

(626) 744-7826

EAVAKYAN@CITYOFPASADENA.NET

ELECTRICAL ENGINEER

EDUARD AVAKYAN

PASADENA, CA 91106

1055 E COLORADO BLVD STE 350

PASADENA WATER & POWER

CITY OF PASADENA

GOVERNMENT OWNED, EXEMPTTYPE:

5728-020-910AIN:

PASADENA, CA 91103

225-349 W MOUNTAIN STADDRESS:

APPLICABLE CODES AND STANDARDS

11B-228.3.2.

DESIGNATED VEHICLE OR DRIVER SHALL NOT BE REQUIRED TO COMPLY WITH SECTION

EVCS NOT AVAILABLE TO THE GENERAL PUBLIC AND INTENDED FOR USE BY A

CBC 11B-228.3.2 EXCEPTION 1:

CITY OF PASADENA MUNICIPAL CODE

2020 NFPA 70 ARTICLE 625 ELECTRICAL VEHICLE POWER TRANSFER SYSTEM

2020 NFPA 70 NATIONAL ELECTRIC CODE

2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) PART 11

2022 CALIFORNIA FIRE CODE PART 9

2022 CALIFORNIA ELECTRICAL CODE (CEC) PART 3

2022 CALIFORNIA BUILDING CODE (CBC) PART 2

2022 BUILDING STANDARDS ADMINISTRATIVE CODE PART 1

CALIFORNIA CODE OF REGULATIONS, TITLE 24:

AREA

PROJECT

OWNER

ENGINEER

AREA A

AREA C

AREA D

E6

E4

G L E

N A

V E

AREA F

A R

E A E

AREA B

311 W MOUNTAIN ST, PASADENA, CA 91103

AND NFPA 70E.

AND SHOCK HAZARD LABELS ON ELECTRICAL EQUIPMENT IN COMPLIANCE WITH NEC

WITH NFPA 70E AND IEEE 1584. CONTRACTOR SHALL FURNISH AND AFFIX ARC FLASH

CONTRACTOR SHALL PERFORM AN ARC FLASH HAZARD ANALYSIS IN ACCORDANE 1.

ARC FLASH HAZARD AND ANALYSIS

EQUIPMENT.

CONTRACTOR SHALL PROVIDE SUBMITTALS BEFORE ORDERING ANY MATERIALS OR 3.

STATES OCCUPATIONAL SAFETY HEALTH ADMINISTRATION (OSHA).

NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL) ACCREDITED BY THE UNITED

ALL ELECTRICAL EQUIPMENT SHALL BE LABELED, LISTED, OR CERTIFIED BY A 2.

AND INSTALLED BY CONTRACTOR, UNLESS OTHERWISE NOTED.

ALL EQUIPMENT AND MATERIALS SHOWN ON PLANS SHALL BE NEW AND FURNISHED 1.

MATERIALS AND EQUIPMENT

CONTRACTOR SHALL MAINTAIN A CLEAN WORKSITE.8.

CONSTRUCTION.

EQUIPMENT OR STRUCTURES DAMAGED BY THE CONTRACTOR DURING

CONTRACTOR SHALL REPAIR AND/OR REPLACE, AT CONTRACTOR’S EXPENSE, ANY 7.

INSPECTIONS.

CONTRACTOR SHALL NOTIFY AUTHORITY HAVING JURISDICTION FOR ANY 6.

APPLICABLE CODES, ORDINANCES, AND REQUIREMENTS.

CONTRACTOR SHALL ENSURE THAT ALL WORK IS COMPLETED IN ACCORDANCE WITH 5.

TO BE PERFORMED UNTIL A PERMIT HAS BEEN ISSUED.

APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK 4.

OF THE PROPOSED IMPROVEMENTS.

CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION 3.

MATERIALS.

AND SHALL ASSUME FULL RESPONSIBILITY FOR THE FITTING OF ALL EQUIPMENT AND

CAREFULLY CHECK AND VERIFY ALL DIMENSIONS, SIZES, AND REQUIRED CLEARANCES

ALL EQUIPMENT LOCATIONS ON DRAWINGS ARE APPROXIMATE. CONTRACTOR SHALL 2.

COMPLYING WITH LAWS, REGULATIONS AND/OR BUILDING CODES.

CONDITIONS; AND/OR DESIGN INFORMATION THAT PREVENTS CONTRACTOR FROM

OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, SPECIFICATIONS, AND FIELD

CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER OF RECORD (EOR) 1.

GENERAL

INTO EXISTING CONCRETE WITH MINIMUM 12" EMBEDMENT.

FOR CONCRETE SURFACE, INSTALL REBAR #5 @ 24" O.C. BOTH WAYS. DOWEL REBAR 3.

PATCHED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING.

CONCRETE AND ASPHALT SHALL BE SAW-CUT IN STRAIGHT, CLEAN LINES, AND 2.

MATCH EXISTING SURFACE IN TYPE, THICKNESS, MATERIAL FINISH AND COLOR.

BY TRENCHING, EXCAVATION OR CONDUIT INSTALLATION. RESTORATION SHALL

CONTRACTOR SHALL RESTORE ALL CONCRETE AND ASPHALT SURFACES DISTURBED 1.

SURFACE RESTORATION

ELECTRICAL EQUIPMENT TO AVOID DAMAGING ANY UTILITY LINE.

HAND DIG ALL UTILITIES IN CLOSE PROXIMITY TO THE INSTALLATION OF THE 6.

SLURRY.

BACKFILL WITH 95% MINIMUM RELATIVE COMPACTED NATIVE BACKFILL OR 2-SACK 5.

INSTALL RED METALLIC WARNING TAPE MINIMUM 12” ABOVE CONDUITS.4.

LISTED FOR UNDERGROUND INSTALLATIONS AND RATED FOR 90°C CONDUCTORS.

UNDERGROUND CONDUITS SHALL BE PVC SCHEDULE 40, UNLESS OTHERWISE NOTED, 3.

CEC 300.5. MINIMUM CONDUIT BURIAL DEPTH IS 24”.

TRENCHING SHALL COMPLY WITH MINIMUM COVER REQUIREMENTS PURSUANT TO 2.

DAYS PRIOR TO BEGINNING ANY EXCAVATION.

CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) TWO (2) WORKING 1.

TRENCHING

UNLESS OTHERWISE NOTED.

ALL CONDUIT SIZES AND CONDUCTOR AMPACITIES ARE BASED ON XHHW-2 90°C, 4.

ALL NEW STUB CONDUITS MUST HAVE BUSHING ON END.3.

PULLING AND INSTALLATION OF CABLES.

INSTALL CONDULETS AND INTERMEDIATE PULLBOXES AS NECESSARY TO FACILITATE 2.

EXPOSED AREAS NOT SUBJECT TO PHYSICAL DAMAGE.

DAMAGE, SHALL BE GRC. RAIN-TIGHT EMT CONDUITS ALLOWED FOR ALL OTHER

EXPOSED CONDUITS ALONG FLOOR SURFACE, OR ANY AREAS SUBJECT TO PHYSICAL 1.

RACEWAYS

GRADE. (CEC 625.50 AND CBC 11B-309)

CONNECTOR NOZZLE) SHALL BE LOCATED BETWEEN 24” AND 48” ABOVE THE FINISHED

MOUNTING HEIGHT FOR THE ELECTRIC VEHICLE CHARGING COUPLING (THE 5.

250.4.

CONDUCTIVE MATERIALS, ENCLOSURES, AND RACEWAYS IN ACCORDANCE WITH NEC

GROUND AND BOND ELECTRICAL SYSTEMS AND NON-CURRENT CARRYING 4.

NEC 240.

OVERCURRENT PROTECTION EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH 3.

SHALL BE COORDINATED BETWEEN CONTRACTOR AND OWNER.

EVSE LOCATIONS ARE SHOWN FOR REFERENCE. FINAL LOCATIONS OF EV CHARGERS 2.

MANUFACTURER’S INSTALLATION INSTRUCTIONS.

ELECTRIC VEHICLE SUPPLY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH 1.

INSTALLATION

STRUCTURAL - DETAILSS1.0

REFERENCES - JOINT IXPE6.3

REFERENCES - KEMPOWER - SATELLITE V2E6.2

REFERENCES - KEMPOWER - POWER UNIT C503 V4E6.1

REFERENCES - KEMPOWER - POWER UNIT C503 V4E6.0

DETAILS - DEMOLITION & STRIPINGE5.2

DETAILS - EVSEE5.1

DETAILS - ELECTRICAL EQUIPMENTE5.0

CONDUIT PLANE4.0

SITE PLANE3.0

PANEL SCHEDULEE2.0

ONE LINE DIAGRAME1.0

TITLE SHEETE0.0

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

ARC FLASH HAZARD ANALYSIS AND LABELS10.

PARKING LOT STRIPING9.

BOLLARDS8.

CABLE TRENCH, CONDUITS & CABLES7.

200FT CABLE TRAYS6.

(1) COMM HANDHOLE5.

(3) PRECAST VAULTS4.

SWITCHBOARDS

(1) PWP TRANSFORMER VAULT, (1) SERVICE MAIN SWITCHBOARD, (3) TRANSFORMERS, AND (3) DISTRIBUTION 3.

(1) 600KW DCFC POWER CABINET AND (2) DUAL-PORT SATELLITE DISPENSERS2.

(56) 80A LEVEL 2 SINGLE-PORT EV CHARGERS AND PEDESTALS1.

FURNISH AND INSTALL THE FOLLOWING:

9/25/2025

TITLE SHEET

E0.0

THESE PLANS HAVE BEEN REVIEWED FOR ADHERENCE WITH

THE APPLICABLE CODE ORDINANCES, RULES, AND CONDITIONS FOR

EACH DIVISION SIGNING BELOW. GRANTING OF A PERMIT BASED ON

APPROVAL OF THESE PLANS DOES NOT PERMIT ANY VIOLATION OF

STANDARDS. DIVISIONS THAT INDICATE FINAL INSPECTION MUST

PASS SUCH INSPECTION, PRIOR TO REQUESTING FINAL BUILDING

INSPECTION.

APPROVALS FOR PERMIT ISSUANCE

CITY OF PASADENA

ZONING

By___________________________ Date________________ Final Inspection?

DESIGN & HISTORIC PRESERVATION

By___________________________ Date________________ Final Inspection?

FIRE PREVENTION

By___________________________ Date________________ Final Inspection?

PUBLIC WORKS

By___________________________ Date________________ Final Inspection?

ARTS

By___________________________ Date________________ Final Inspection?

HEALTH

By___________________________ Date________________ Final Inspection?

HOUSING

By___________________________ Date________________ Final Inspection?

POWER

By___________________________ Date________________ Final Inspection?

TRANSPORTATION

By___________________________ Date________________ Final Inspection?

WATER

By___________________________ Date________________ Final Inspection?

By___________________________ Date________________ Final Inspection?

BUILDING

By___________________________ Date________________ Final Inspection?

BLDNR2025-00571

311 W MOUNTAIN ST

V1

PASS

Current Planning- AWalker 10/30/2025

Mulham Hweidi 11/03/2025

Jesus Morales 11/4/25

ENGINEERING SEAL

REV DESCRIPTIONDATE

OWNER

WWW.KEWOCORP.COM

(646) 450-5396

BRIAN.KEWO@KEWOCORP.COM

CALIFORNIA, USA

CORPORATION

BEFORE YOU DIG

WORKING DAYS

AT LEAST TWO

DIAL 811

1055 E COLORADO BLVD STE 350

WATER & POWER DEPARTMENT

CITY OF PASADENA

M A

IN

T E

N A

N C

E Y

A R

D S E

V C

H A

R G

E R E

X P

A N

S

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P A

S A

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N A W

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O W

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09/25/25

W M

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A D

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100% DESIGN

N G

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EVSE

SWITCH

COM

ROUTER

1A

500KVA

480V-120/208V

XFMR-E

2B

3B

E2

EVSE

E1

EVSE

E22

EVSE

1C

2P

100A

2P

100A

2P

100A

2P

100A

FUTURE

WIFI

3A277/480V, 4000A, 65KAIC

SERVICE SWITCHBOARD

SWBD

ERMS

100%

LSIG

4000A

3B

D2

EVSE

D1

EVSE

D11

EVSE

1C

2P

100A

2P

100A

2P

100A

2P

100A

FUTURE

C2

EVSE

C1

EVSE

C11

EVSE

1C

2P

100A

2P

100A

2P

100A

2P

100A

FUTURE

500KVA

480V-120/208V

XFMR-D

2B

500KVA

480V-120/208V

XFMR-C

2B

A2

EVSE

A5

EVSE

A16

EVSE

1C

2 2 2

3 3 3

4 4 4 4 4 4 4 4 4

2P

100A

2P

100A

2P

100A

225KVA

480V-120/208V

1P

20A

3B

17KV

PWP UTILITY SERVICE

2A

ERMS

LSIG

3P

800A

ERMS

LSIG

3P

800A

ERMS

LSIG

3P

800A

ERMS

LSIG

3P

800A

ERMS

LSIG

3P

350A

SPD

3P

350A

3P

350A

3P

350A

F1

EVSE

1B

F2

EVSE

1B

7 7

5 8

2P

100A

SPARE

QTY.6

SPARE

QTY.15

SPARE

QTY.13

SPARE

QTY.11

LIMITING

CURRENT-

LIMITING

CURRENT-

LIMITING

CURRENT-

3B

G N

120/208V, 1600A, 42KAIC

SWBD-C

120/208V, 1600A, 42KAIC

SWBD-D

120/208V, 1600A, 42KAIC

SWBD-E

ISC = 20.1KA

ISC = 37.8KA

ISC = 50KA

ISC = 32.3KA

ISC = 19.4KA

ISC = 30.4KA

ISC = 19.1KA

ISC = 18.7KA

ISC = 10.9KA

3P

1600A

3P

1600A

3P

1600A

3P

800A

120/208V, 800A, 22KAIC

SWBD-A

(PER PWP DESIGN)

ISC = 50 KA @ 480V

Z = 6%

16.34KV-277/480V, 2500KVA

UTILITY TRANSFORMER

- SPARATE ELECTRODES 6FT MIN

- GROUND ACCESS WELL

- ELECTRODE: (2) 3/4" x 10' COPPER CLAD

- GEC: 3/0 CU BARE

GROUNDING SYSTEM5.

POWER: 120V, 20A 1PH

MCCAIN 336 CONTROLLER CABINET

COMMUNICATION CABINET4.

120/208V, 1600A, 3PH, 4W, 54KAICB.

SHALL BE CURRENT-LIMITING.

- CIRCUIT BREAKERS FOR DC FAST CHARGERS

BREAKERS FEEDING TRANSFORMERS.

MAIN CIRCUIT BREAKER AND FEEDER CIRCUIT

SHALL CHANGE INSTANTANEOUS TRIP FOR

- ENERGY REDUCTION MAINTENANCE SWITCH

277/480V, 4000A, 3PH, 4W, 65KAICA.

LOCKABLE CIRCUIT BREAKERS

SWITCHBOARD, NEMA 3R3.

500KVA, 480V-120/208V, DRY-TYPE, OUTDOORB.

2500KVA TBD, 16.34KV-277/480V

PER PWP DESIGN

UTILITY SERVICE TRANSFORMERA.

TRANSFORMER2.

SINGLE PORT

16.6KW, 80A @208V 1PH

JOINT IXP-E80 RUGGEDC.

#ST-UN-7-ED-S-E-L-C0

STANDARD USER INTERFACE

23FT CABLES

NACS: 250A, 200KW @800Vdc

CCS1: 300A, 240KW @800Vdc

DUAL PORT: CCS1 & NACS

2x200KW, 2x250A @ 800Vdc

DUAL PORT

KEMPOWER SATELLITE V2B.

#503-D6-V4

6 ADAPTIVE DYNAMIC OUTPUTS

12x50KW POWER MODULES

3x256A@ 480V 3PH3W

600KWdc, 920Vdc

KEMPOWER POWER UNIT C503 V4A.

EVSE1.

EQUIPMENT

ERMS

LSIG

3P

800A

2"C: FUTURE FIBER / CAT6

COMM / SECURITY9.

1"C: 2#12 + #12 GND

COMM CABINET8.

0.5"C: CAT 6 ETH (WET)

0.75"C: 4#14 24V W/ SHLD

3"C: 4#300 1000VDC RHW-2 + #4 GND

INSTALL PER MANUFACTURER INSTRUCTIONS

DCFC SATELLITE DISPENSER7.

4"C: 3#500 + #1/0 GND

DCFC POWER UNIT6.

TRAY: 2#2 + #8 GND

L2 EVCS VIA CABLE TRAY5.

2"C: 4#2 + #8 GND FOR DUAL CHARGER

2"C: 2#2 + #8 GND FOR SINGLE CHARGER; OR

L2 EVCS VIA CONDUIT4.

(4) 5"C: 4#600 + #4/0 GND

208V SWBD3.

(2) 4"C: 3#600 + #1/0 GND

500KVA XFMR2.

SERVICE CABLES TBD BY PWP1.

CABLES

SECURITY

TO POLES FOR

COMM CAB

EXISTING

ONE LINE DIAGRAM

E1.0

Approved with conditions-Applicant is currently working with PWP electrical service planning. Approval will be contingent on adhering to the approved electrical design and installation to PWP electrical installation standards. For question call 626-744-4495 or email esp@cityofpasadena.net. Only one main electrical panel is permitted per parcel.

ENGINEERING SEAL

REV DESCRIPTIONDATE

OWNER

WWW.KEWOCORP.COM

(646) 450-5396

BRIAN.KEWO@KEWOCORP.COM

CALIFORNIA, USA

CORPORATION

BEFORE YOU DIG

WORKING DAYS

AT LEAST TWO

DIAL 811

1055 E COLORADO BLVD STE 350

WATER & POWER DEPARTMENT

CITY OF PASADENA

M A

IN

T E

N A

N C

E Y

A R

D S E

V C

H A

R G

E R E

X P

A N

S

IO

N

P A

S A

D E

N A W

A T

E R P

O W

E R

09/25/25

W M

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A

IN

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T P

A S

A D

E N

A

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100% DESIGN

N G

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PANEL SCHEDULE

ENGINEERING SEAL

REV DESCRIPTIONDATE

OWNER

WWW.KEWOCORP.COM

(646) 450-5396

BRIAN.KEWO@KEWOCORP.COM

CALIFORNIA, USA

CORPORATION

BEFORE YOU DIG

WORKING DAYS

AT LEAST TWO

DIAL 811

1055 E COLORADO BLVD STE 350

WATER & POWER DEPARTMENT

CITY OF PASADENA

M A

IN

T E

N A

N C

E Y

A R

D S E

V C

H A

R G

E R E

X P

A N

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09/25/25

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D

COM

A9 A6 A5A7

1C

1B

3A

2A

3B

1C

1A

1B

1C

1C

D

D

D

D

D

D

C

C

C

C

C

C

C

C

C

C

C

E15E16

E17E18

E11E12

E13E14

E10

E8

E9

E4E5

E6E7

E2E3

E1

NEW STRIPING

FOR (E) EV CHARGERS DEMOLITION AND

SEE SHEET E5.2 DETAILS 1 & 2

FOR NEW STRIPING

SEE SHEET E5.2 DETAIL 3

2B

XFMR-D

SWBD-D

3B

XFMR-C

2B

SWBD-C

3B

SWBD-E

XFMR-E

2B

3B

A10A11A12A16

SWBD

FOR NEW STRIPING

SEE SHEET E5.2 DETAIL 4

10 0 10 20

SCALE: 1" = 10'

N

G L E

N A

V E

D

C

PROVIDES SUFFICENT WORKING CLEARANCE.

MOVE STORAGE CONTAINERS AS NEEDED TO 12.

EXISTING COMM CABINET11.

SEE SHEET E5.0 DETAIL 3

GROUND WELL10.

SEE SHEET E5.2

PARKING STRIPING9.

H20 TRAFFIC RATED

COMMUNICATIONS HANDHOLE, 13"W X 24"L X 18"D8.

SEE SHEET E5.0 DETAIL 4

PWP UG STANDARD V-231

PRECAST VAULT, 3' X 5', W/ TRAFFIC COVER7.

SEE SHEET S1.0 DETAIL 6

BOLLARD 4"6.

B-LINE #36A09-09-240

9" W X 6"H, 9" RUNG SPACING, 5" NEMA VE 1

CABLE TRAY, ALUMINUM, LADDER, W/ COVER5.

POWER: 120V, 20A 1PH

MCCAIN 336 CONTROLLER CABINET

COMMUNICATION CABINET4.

120/208V, 1600A, 3PH, 4W, 42KAICB.

SHALL BE CURRENT-LIMITING.

- CIRCUIT BREAKERS FOR DC FAST CHARGERS

BREAKERS FEEDING TRANSFORMERS.

MAIN CIRCUIT BREAKER AND FEEDER CIRCUIT

SHALL CHANGE INSTANTANEOUS TRIP FOR

- ENERGY REDUCTION MAINTENANCE SWITCH

277/480V, 4000A, 3PH, 4W, 65KAICA.

LOCKABLE CIRCUIT BREAKERS

SWITCHBOARD, NEMA 3R3.

500KVA, 480V-120/208V, DRY-TYPE, OUTDOORB.

2500KVA TBD, 16.34KV-277/480V

INSTALL PER PWP DESIGN

UTILITY SERVICE TRANSFORMER VAULTA.

TRANSFORMER2.

SINGLE PORT

16.6KW, 80A @208V 1PH

JOINT IXP-E80 RUGGEDC.

#ST-UN-7-ED-S-E-L-C0

STANDARD USER INTERFACE

23FT CABLES

NACS: 250A, 200KW @800Vdc

CCS1: 300A, 240KW @800Vdc

DUAL PORT: CCS1 & NACS

2x200KW, 2x250A @ 800Vdc

DUAL PORT

KEMPOWER SATELLITE V2B.

#503-D6-V4-C0

6 ADAPTIVE DYNAMIC OUTPUTS

12x50KW POWER MODULES

3x256A@ 480V 3PH3W

600KWdc, 920Vdc

KEMPOWER POWER UNIT C503 V4A.

EVSE1.

EQUIPMENT

SITE PLAN

E3.0

A13A14A15 A8

E19

F2

F1

SWBD-A

E20

E21E22

D

D

D

D

COM

A9 A6 A5A7

1C

1B

3A

2A

3B

1C

1A

1B

1C

1C

D

D

D

D

D

D

C

C

C

C

C

C

C

C

C

C

C

E15E16

E17E18

E11E12

E13E14

E10

E8

E9

E4E5

E6E7

E2E3

E1

NEW STRIPING

FOR (E) EV CHARGERS DEMOLITION AND

SEE SHEET E5.2 DETAILS 1 & 2

FOR NEW STRIPING

SEE SHEET E5.2 DETAIL 3

2B

XFMR-D

SWBD-D

3B

XFMR-C

2B

SWBD-C

3B

SWBD-E

XFMR-E

2B

3B

A10A11A12A16

SWBD

FOR NEW STRIPING

SEE SHEET E5.2 DETAIL 4

G L E

N A

V E

D

C

SHEET NUMBER

SHEET TITLE

ENGINEERING SEAL

REV DESCRIPTIONDATE

OWNER

WWW.KEWOCORP.COM

(646) 450-5396

BRIAN.KEWO@KEWOCORP.COM

CALIFORNIA, USA

CORPORATION

BEFORE YOU DIG

WORKING DAYS

AT LEAST TWO

DIAL 811

1055 E COLORADO BLVD STE 350

WATER & POWER DEPARTMENT

CITY OF PASADENA

M A

IN

T E

N A

N C

E Y

A R

D S E

V C

H A

R G

E R E

X P

A N

S

IO

N

P A

S A

D E

N A W

A T

E R P

O W

E R

09/25/25

W M

O U

N T

A

IN

S

T P

A S

A D

E N

A

C A

100% DESIGN

N G

T E

A

NRO

A

ET

FO LCA FI

ST

I E

G S

R

I

E N E

I R

EED

R

RO

P

ISSFE NA

O

L

N G

T E

A

NRO

A

ET

FO LCA FI

No. E19688

ST

I E

G S

R

I

E N E

I R

EED

R

RO

P

ISSFE NA

O

L

O W

EK .B N

AI

R B

L A

CIRTC

E

L

E

(2) 2"C

(2) 4"C

(3) 4"C

(4) 4"C

(12) 2"C

(10) 2"C

(8) 2"C

(1) 2"C

(12) 2"C

(1) 2"C

(1) 2"C

(8) 2"C

(11) 2"C

(13) 2"C

(1) 2"C

(1) 2"C

(1) 2"C

(1) 2"C

(14) 4"C

(10) 4"C

(1) 0.5"C

(1) 0.75"C

(1) 3"C

(1) 0.5"C

(1) 0.75"C

(1) 3"C

(4) 2"C

(6) 2"C

(8) 2"C

(2) 2"C

(4) 2"C

(2) 4"C

PER PWP DESIGN

(12) 4"C

(8) 4"C

(1) 2"C

(1) 2"C

(8) 4"C

(1) 2"C

(2) 4"C

(1) 2"C

(1) 2"C

(1) 2"C

(12) 2"C

10 0 10 20

SCALE: 1" = 10'

N

PROVIDES SUFFICENT WORKING CLEARANCE.

MOVE STORAGE CONTAINERS AS NEEDED TO 12.

EXISTING COMM CABINET11.

SEE SHEET E5.0 DETAIL 3

GROUND WELL10.

SEE SHEET E5.2

PARKING STRIPING9.

H20 TRAFFIC RATED

COMMUNICATIONS HANDHOLE, 13"W X 24"L X 18"D8.

SEE SHEET E5.0 DETAIL 4

PWP UG STANDARD V-231

PRECAST VAULT, 3' X 5', W/ TRAFFIC COVER7.

SEE SHEET S1.0 DETAIL 6

BOLLARD 4"6.

B-LINE #36A09-09-240

9" W X 6"H, 9" RUNG SPACING, 5" NEMA VE 1

CABLE TRAY, ALUMINUM, LADDER, W/ COVER5.

POWER: 120V, 20A 1PH

MCCAIN 336 CONTROLLER CABINET

COMMUNICATION CABINET4.

120/208V, 1600A, 3PH, 4W, 42KAICB.

SHALL BE CURRENT-LIMITING.

- CIRCUIT BREAKERS FOR DC FAST CHARGERS

BREAKERS FEEDING TRANSFORMERS.

MAIN CIRCUIT BREAKER AND FEEDER CIRCUIT

SHALL CHANGE INSTANTANEOUS TRIP FOR

- ENERGY REDUCTION MAINTENANCE SWITCH

277/480V, 4000A, 3PH, 4W, 65KAICA.

LOCKABLE CIRCUIT BREAKERS

SWITCHBOARD, NEMA 3R3.

500KVA, 480V-120/208V, DRY-TYPE, OUTDOORB.

2500KVA TBD, 16.34KV-277/480V

INSTALL PER PWP DESIGN

UTILITY SERVICE TRANSFORMER VAULTA.

TRANSFORMER2.

SINGLE PORT

16.6KW, 80A @208V 1PH

JOINT IXP-E80 RUGGEDC.

#ST-UN-7-ED-S-E-L-C0

STANDARD USER INTERFACE

23FT CABLES

NACS: 250A, 200KW @800Vdc

CCS1: 300A, 240KW @800Vdc

DUAL PORT: CCS1 & NACS

2x200KW, 2x250A @ 800Vdc

DUAL PORT

KEMPOWER SATELLITE V2B.

#503-D6-V4-C0

6 ADAPTIVE DYNAMIC OUTPUTS

12x50KW POWER MODULES

3x256A@ 480V 3PH3W

600KWdc, 920Vdc

KEMPOWER POWER UNIT C503 V4A.

EVSE1.

EQUIPMENT

(1) 2"C

CONDUIT PLAN

E4.0

ENGINEERING SEAL

REV DESCRIPTIONDATE

OWNER

WWW.KEWOCORP.COM

(646) 450-5396

BRIAN.KEWO@KEWOCORP.COM

CALIFORNIA, USA

CORPORATION

BEFORE YOU DIG

WORKING DAYS

AT LEAST TWO

DIAL 811

1055 E COLORADO BLVD STE 350

WATER & POWER DEPARTMENT

CITY OF PASADENA

M A

IN

T E

N A

N C

E Y

A R

D S E

V C

H A

R G

E R E

X P

A N

S

IO

N

P A

S A

D E

N A W

A T

E R P

O W

E R

09/25/25

W M

O U

N T

A

IN

S

T P

A S

A D

E N

A

C A

100% DESIGN

N G

T E

A

NRO

A

ET

FO LCA FI

ST

I E

G S

R

I

E N E

I R

EED

R

RO

P

ISSFE NA

O

L

N G

T E

A

NRO

A

ET

FO LCA FI

No. E19688

ST

I E

G S

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I R

EED

R

RO

P

ISSFE NA

O

L

O W

EK .B N

AI

R B

L A

CIRTC

E

L

E

OR APPROVED EQUAL

OLDCASTLE #G05BOX PRECASTCONTINUOUS LOOP

OR APPROVED EQUAL

BURNDY TYPE GP6429

GROUND ROD CONNECTOR,

UGPS MAIN CB

METER &

POWER (8) 4"C

480-120/208V

225KVA

TRANSFORMER

277/480V

DISTRIBUTION

COMM (2) 2"C

277/480V

DISTRIBUTION

'SWBD-A'

120/208V

DISTRIBUTION

MAIN SWITCHBOARD 'MS'

0'-6"

10'-6"

SECTION VIEW

PLAN VIEW

2SWITCHBOARDS C, D & E

SECTION VIEW

PLAN VIEW

2"C

PWP SERVICE

'COM'

COMM CABINET

3/0 CU BARE

CLAD STEEL GROUND ROD

3/4" x 10' COPPER

CRUSHED ROCK

GROUND WELL

OR SIMILAR

LABEL "GROUNDING ELECTRODE"

CAST IRON COVER

POWER (12) 4"C

PER PLAN

EVSE 2"C

(4) 5"C

500KVA 480-120/208V

TRANSFORMER

120/208V, 1600A

SWITCHBOARD

25'-0"

4PRECAST VAULT - TRAFFIC RATED

6.25 #11

UNIT

5.0 SPACE

6.25 #10

6.25 #13

6.25 #12

UNIT

SPACE

UNIT

SPACE

UNIT

SPACE

10.0

10.0

10.0

2.5

NEUTRAL

7.5

2.5

75.0 2.5

7.5

7.5

8.75 DAS

#4

8.75 DAS

#3

3.75

8.75 DAS

#5

7.5 #8

8.75 DAS

#7

UNIT

SPACE

10.0

3.75

2.5

NEUTRAL

7.5

2.5

75.0 2.5

7.5

7.5

DAS

P

30.0

MAIN

#2

PASADENA WATER POW

CT COMPARTMENT

(PROVISION)

SOCKET

SOCKET

15.0

15.0

SEE TABLE

10.0

10.0

10.0

SIEMENS

20.0

20.0

25.0

25.0

10.0

5.0

75.0

SIEMENS

SIEMENS

Panel

SWBD-A

22.5

22.5

25.0

20.0

7.50

K

IT

N25 #25

N23 #23

N26 #26

N21 #21

N24 #24

N22 #22

7.50

K

IT

N10 #10

N13 #13

N11 #11

N14 #14

N9 #9

N12 #12

7.50

K

IT

N27 #27

N28 #28

7.50

K

IT

N15 #15

N18 #18

N16 #16

N19 #19

N17 #17

N20 #20

UNIT

SPACE

UNIT

SPACE

UNIT

SPACE

7.5

10.0

10.0

7.50

K

IT

N3 #3

N6 #6

N4 #4

N7 #7

N5 #5

N8 #8

5.0NEUTRAL

2.5

75.0 2.5

7.5

7.5

DAS

DAS

30.0

#2

20.0

20.0

10.0

10.0

POWER (2) 4"C

E5.0

DETAILS

ELECTRICAL EQUIPMENT

ENGINEERING SEAL

REV DESCRIPTIONDATE

OWNER

WWW.KEWOCORP.COM

(646) 450-5396

BRIAN.KEWO@KEWOCORP.COM

CALIFORNIA, USA

CORPORATION

BEFORE YOU DIG

WORKING DAYS

AT LEAST TWO

DIAL 811

1055 E COLORADO BLVD STE 350

WATER & POWER DEPARTMENT

CITY OF PASADENA

M A

IN

T E

N A

N C

E Y

A R

D S E

V C

H A

R G

E R E

X P

A N

S

IO

N

P A

S A

D E

N A W

A T

E R P

O W

E R

09/25/25

W M

O U

N T

A

IN

S

T P

A S

A D

E N

A

C A

100% DESIGN

N G

T E

A

NRO

A

ET

FO LCA FI

ST

I E

G S

R

I

E N E

I R

EED

R

RO

P

ISSFE NA

O

L

N G

T E

A

NRO

A

ET

FO LCA FI

No. E19688

ST

I E

G S

R

I

E N E

I R

EED

R

RO

P

ISSFE NA

O

L

O W

EK .B N

AI

R B

L A

CIRTC

E

L

E

PLAN VIEW

SECTION VIEW

SECTION VIEW

(2) 2"C

POWER

1 2 3

PLAN VIEW

SECTION VIEW SECTION VIEW

1'-0"

(2) 2"C

POWER

1'-6"

PLAN VIEW

AREA E - JOINT IXP-E80 RUGGED 80AAREA C & D - JOINT IXP-E80 RUGGED 80A

AREA F - KEMPOWER SATELLITE

AREA A - JOINT IXP-E80 RUGGED 80A

6'-0"

3'-0"

1'-6"

3'-0"

2'-6"

POST BASE

1-5/8" UNISTRUT &

1-5/8" UNISTRUT

SECTION VIEW

2'-0"

PLAN VIEW

7'-0"

8'-6"

PLAN VIEW

AREA F - KEMPOWER CABINET

ARRANGE CONDUITS TO FIT

(1) 0.5" COMM

(1) 0.75" CONTROL

(1) 3" POWER

2'-0"

2'-0"

(1) 0.5" COMM

(1) 0.75" CONTROL

(1) 3" POWER

(1) 0.5" COMM

(1) 0.75" CONTROL

(1) 3" POWER

(3) 4" POWER

WITHOUT OWNER'S REPRESENTATIVE'S APPROVAL.

THE CONSTRUCTION DOCUMENTS ARE NOT ALLOWED

SUBSTITUTIONS OF PRODUCTS OR MATERIALS SPECIFIED ON

REVIEW/APPROVAL BEFORE PROCEEDING WITH THE WORK.

SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR

ANY DEVIATION FROM THE APPROVED SET OF DRAWINGS 6.

REPRESENTATIVE BEFORE PROCEEDING WITH THE WORK.

CONSTRUCTION DOCUMENTS WITH THE OWNER'S

THE CONTRACTOR SHALL RESOLVE ANY CONFLICTS ON THE 5.

CONDUITS PER MANUFACTURER' INSTALLATION MANUAL.

LAYOUT AND OPENINGS. CONTRACTOR SHALL POSITION ALL

REFERENCE MANUFACTURER EQUIPMENT DRAWINGS FOR 4.

FROM THE OWNER'S REPRESENTATIVE.

DEVIATE FROM THE DESIGN WITHOUT WRITTEN DIRECTION

DOCUMENTS TO THE OWNER'S REPRESENTATIVE. DO NOT

REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT

KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY.

EXISTING CONDITIONS REPRESENTS THE PRESENT

INFORMATION SHOWN ON THE DRAWINGS RELATED TO 2.

NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES.

CONSTRUCTION. THE OWNER'S REPRESENTATIVE SHALL BE

CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO 1.

GENERAL NOTES:

(E) STRIPING

(E) STRIPING

(E) CONCRETE

B-LINE #26A09-09

9"W, 5"NEMA VE1

ALUMINUM CABLE TRAY W/ COVEREVCS

1-5/8" UNISTRUT

B-LINE #26A09-09

9"W, 5"NEMA VE1

ALUMINUM CABLE TRAY W/ COVER

EVCS

1-5/8" UNISTRUT

POST BASE

1-5/8" UNISTRUT &

(E) CONCRETE

1-5/8" UNISTRUT

0'-10"

2'-0"

2'-0"

2'-6"

7'-0"

E5.1

EVSE

ENGINEERING SEAL

REV DESCRIPTIONDATE

OWNER

WWW.KEWOCORP.COM

(646) 450-5396

BRIAN.KEWO@KEWOCORP.COM

CALIFORNIA, USA

CORPORATION

BEFORE YOU DIG

WORKING DAYS

AT LEAST TWO

DIAL 811

1055 E COLORADO BLVD STE 350

WATER & POWER DEPARTMENT

CITY OF PASADENA

M A

IN

T E

N A

N C

E Y

A R

D S E

V C

H A

R G

E R E

X P

A N

S

IO

N

P A

S A

D E

N A W

A T

E R P

O W

E R

09/25/25

W M

O U

N T

A

IN

S

T P

A S

A D

E N

A

C A

100% DESIGN

N G

T E

A

NRO

A

ET

FO LCA FI

ST

I E

G S

R

I

E N E

I R

EED

R

RO

P

ISSFE NA

O

L

N G

T E

A

NRO

A

ET

FO LCA FI

No. E19688

ST

I E

G S

R

I

E N E

I R

EED

R

RO

P

ISSFE NA

O

L

O W

EK .B N

AI

R B

L A

CIRTC

E

L

E

1 2NEW STRIPING - AREA F

NEW STRIPING - AREA C 4NEW STRIPING - AREA D

CABLES. CAP CONDUIT BELOW GROUND AND ABANDON.

REMOVE EXISTING EV CHARGER AND ASSOCIATED

CABLES. CAP CONDUIT BELOW GROUND AND ABANDON.

REMOVE EXISTING EV CHARGER AND ASSOCIATED

DEMOLITION - AREA F

WHITE

NEW STRIPING

WHITE

NEW STRIPING

WHITE

NEW STRIPING

19'-6"

19'-6"

REMOVE STRIPING

REMOVE STRIPING

REMOVE STRIPING

E5.2

DEMOLITION & STRIPING

ENGINEERING SEAL

REV DESCRIPTIONDATE

OWNER

WWW.KEWOCORP.COM

(646) 450-5396

BRIAN.KEWO@KEWOCORP.COM

CALIFORNIA, USA

CORPORATION

BEFORE YOU DIG

WORKING DAYS

AT LEAST TWO

DIAL 811

1055 E COLORADO BLVD STE 350

WATER & POWER DEPARTMENT

CITY OF PASADENA

M A

IN

T E

N A

N C

E Y

A R

D S E

V C

H A

R G

E R E

X P

A N

S

IO

N

P A

S A

D E

N A W

A T

E R P

O W

E R

09/25/25

W M

O U

N T

A

IN

S

T P

A S

A D

E N

A

C A

100% DESIGN

N G

T E

A

NRO

A

ET

FO LCA FI

ST

I E

G S

R

I

E N E

I R

EED

R

RO

P

ISSFE NA

O

L

N G

T E

A

NRO

A

ET

FO LCA FI

No. E19688

ST

I E

G S

R

I

E N E

I R

EED

R

RO

P

ISSFE NA

O

L

O W

EK .B N

AI

R B

L A

CIRTC

E

L

E

E6.0

REFERENCES

KEMPOWER

POWER UNIT C503 V4

ENGINEERING SEAL

REV DESCRIPTIONDATE

OWNER

WWW.KEWOCORP.COM

(646) 450-5396

BRIAN.KEWO@KEWOCORP.COM

CALIFORNIA, USA

CORPORATION

BEFORE YOU DIG

WORKING DAYS

AT LEAST TWO

DIAL 811

1055 E COLORADO BLVD STE 350

WATER & POWER DEPARTMENT

CITY OF PASADENA

M A

IN

T E

N A

N C

E Y

A R

D S E

V C

H A

R G

E R E

X P

A N

S

IO

N

P A

S A

D E

N A W

A T

E R P

O W

E R

09/25/25

W M

O U

N T

A

IN

S

T P

A S

A D

E N

A

C A

100% DESIGN

N G

T E

A

NRO

A

ET

FO LCA FI

ST

I E

G S

R

I

E N E

I R

EED

R

RO

P

ISSFE NA

O

L

N G

T E

A

NRO

A

ET

FO LCA FI

No. E19688

ST

I E

G S

R

I

E N E

I R

EED

R

RO

P

ISSFE NA

O

L

O W

EK .B N

AI

R B

L A

CIRTC

E

L

E

E6.1

REFERENCES

POWER UNIT C503 V4

ENGINEERING SEAL

REV DESCRIPTIONDATE

OWNER

WWW.KEWOCORP.COM

(646) 450-5396

BRIAN.KEWO@KEWOCORP.COM

CALIFORNIA, USA

CORPORATION

BEFORE YOU DIG

WORKING DAYS

AT LEAST TWO

DIAL 811

1055 E COLORADO BLVD STE 350

WATER & POWER DEPARTMENT

CITY OF PASADENA

M A

IN

T E

N A

N C

E Y

A R

D S E

V C

H A

R G

E R E

X P

A N

S

IO

N

P A

S A

D E

N A W

A T

E R P

O W

E R

09/25/25

W M

O U

N T

A

IN

S

T P

A S

A D

E N

A

C A

100% DESIGN

N G

T E

A

NRO

A

ET

FO LCA FI

ST

I E

G S

R

I

E N E

I R

EED

R

RO

P

ISSFE NA

O

L

N G

T E

A

NRO

A

ET

FO LCA FI

No. E19688

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REFERENCES

SATELLITE V2

ENGINEERING SEAL

REV DESCRIPTIONDATE

OWNER

WWW.KEWOCORP.COM

(646) 450-5396

BRIAN.KEWO@KEWOCORP.COM

CALIFORNIA, USA

CORPORATION

BEFORE YOU DIG

WORKING DAYS

AT LEAST TWO

DIAL 811

1055 E COLORADO BLVD STE 350

WATER & POWER DEPARTMENT

CITY OF PASADENA

M A

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100% DESIGN

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FO LCA FI

No. E19688

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E6.3

REFERENCES

JOINT IXP

ENGINEERING SEAL

REV DESCRIPTIONDATE

OWNER

WWW.KEWOCORP.COM

(646) 450-5396

BRIAN.KEWO@KEWOCORP.COM

CALIFORNIA, USA

CORPORATION

BEFORE YOU DIG

WORKING DAYS

AT LEAST TWO

DIAL 811

1055 E COLORADO BLVD STE 350

WATER & POWER DEPARTMENT

CITY OF PASADENA

M A

IN

T E

N A

N C

E Y

A R

D S E

V C

H A

R G

E R E

X P

A N

S

IO

N

P A

S A

D E

N A W

A T

E R P

O W

E R

09/25/25

W M

O U

N T

A

IN

S

T P

A S

A D

E N

A

C A

100% DESIGN

N G

T E

A

NRO

A

ET

FO LCA FI

ST

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G S

R

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I R

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R

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ISSFE NA

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FO LCA FI

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No. C79923

LIVIC

1'-0"

BOLLARD

AREA A EVSE

TIE OR STIRRUP

MAX OFFSET BEND

NOTE: ALL BENDS SHALL BE MADE COLD

6d (3" MIN)

(2.5" MIN)

4d

Dd d

D d

D

1'-0"

0'-10"

#4@12" OC EW, CENTER IN PAD

DRILL & EPOXY INTO (E) CONCRETE

#4@12" OC DOWELS ALONG PERIMTER, 3" EMBED

2 BAR BENDS

2'-0"

2'-6"

7'-0"

DCFC POWER CABINET

DCFC SATELLITE

4AREA C, D & E EVSE

SWITCHBOARDS C, D & E AND TRANSFORMER

MAIN SWITCHBOARD & COMM CABINET

STRONG-BOLT 2 SS, STB2SS

STRONG-BOLT 2 SS, STB2SS

6" EDGE DISTANCE

STRONG-BOLT 2 SS, STB2SS

6" EDGE DISTANCE

STRONG-BOLT 2 SS, STB2SS

f'c=4000PSI

24"L X 24"W X 24"D

CONCRETE FOOTING

PRIME AND PAINT YELLOW

CONCRETE FILLED BOLLARD

ROUNDED CONCRETE TOP

2% SLOPE

2" CLR COVER

(5) #3 TIES @ 8" OC

(4) #3 VERT

MIN 3" CLR

CONCRETE FOOTING

#4@12"

#4@12" OC EW T&B

(E) CONCRETE

AGGREGATE BASE

6" CRUSHED

AGGREGATE BASE

6" CRUSHED

f'c=4000PSI

30"L X 30"W X 24"D

CONCRETE FOOTING

AGGREGATE BASE

6" CRUSHED

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ROUGHEN (E) CONCRETE

DIMENSIONS AND LOCATIONS.

MEASURE ENCLOSURE CONDUIT AND/OR BLOCKOUT

MANUFACTURER DRAWINGS. FIELD VERIFY AND

DETAILS AND DIMENSIONS. VERIFY DIMENSIONS WITH

REFER TO EQUIPMENT MANUFACTURER DRAWINGS FOR 10.

REMOVED.

INTERFERE WITH NEW CONSTRUCTION SHALL BE

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

DURING AND/OR AFTER CONSTRUCTION.

LOCATE AND PROTECT EXISTING UTILITIES TO REMAIN 8.

ACCORDING TO DEPTHS SHOWN ON DRAWINGS.

FOOTINGS SHALL BE PLACED AND ESTIMATED 7.

ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED.6.

COMPACTED AND LEVELED.

SOIL, MINIMUM 95% COMPACTION. BASE SHALL BE

INSTALL CRUSHED AGGREGATE BASE ON COMPACTED 5.

PLACING THE CONCRETE AND REINFORCING.

APPROVED BY THE GOVERNING AGENCY PRIOR TO

EXCAVATION AND COMPACTING IF REQUIRED SHALL BE 4.

PLACING CONCRETE.

WATER FROM FOUNDATION EXCAVATIONS PRIOR TO

OR SEEPAGE. REMOVE LOOSE SOIL AND STANDING

EXCAVATIONS FROM SURFACE WATER, GROUND WATER

CONTRACTOR SHALL PROVIDE DE-WATERING OF 3.

EXISTING CONSTRUCTION.

SHORING, UNDERPINNING AND PROTECTION OF

EXCAVATION PROCEDURES INCLUDING LAGGING,

CONTRACTOR IS SOLELY RESPONSIBLE FOR 2.

PRESSURE OF 2000 PSF.

FOOTING DESIGN IS BASED ON ALLOWABLE SOIL 1.

FOUNDATIONS AND SITE WORK

WITHOUT OWNER'S REPRESENTATIVE'S APPROVAL.

CONSTRUCTION DOCUMENTS ARE NOT ALLOWED

PRODUCTS OR MATERIALS SPECIFIED ON THE

PROCEEDING WITH THE WORK. SUBSTITUTIONS OF

REPRESENTATIVE FOR REVIEW/APPROVAL BEFORE

DRAWINGS SHALL BE SUBMITTED TO THE OWNER'S

ANY DEVIATION FROM THE APPROVED SET OF 7.

WORK.

REPRESENTATIVE BEFORE PROCEEDING WITH THE

THE CONSTRUCTION DOCUMENTS WITH THE OWNER'S

THE CONTRACTOR SHALL RESOLVE ANY CONFLICTS ON 6.

SURROUNDINGS WILL IMPACT THE WORK.

TO WHICH THOSE CONDITIONS AND PHYSICAL

TO EXISTING CONDITIONS AND DETERMINE THE EXTENT

WORK. VISIT THE SITE TO RELATE THE SCOPE OF WORK

DRAWINGS TO IDENTIFY THE EXTENT OF THE SCOPE OF

CONTRACTOR SHALL CAREFULLY REVIEW THE 5.

AND OPENINGS.

MANUFACTURER EQUIPMENT DRAWINGS FOR LAYOUT

REFERENCE ELECTRICAL CONDUIT DRAWINGS AND 4.

DRAWINGS.

DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED 3.

REPRESENTATIVE.

WITHOUT WRITTEN DIRECTION FROM THE OWNER'S

REPRESENTATIVE. DO NOT DEVIATE FROM THE DESIGN

CONTRACT DOCUMENTS TO THE OWNER'S

REPORT CONDITIONS THAT CONFLICT WITH THE

KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY.

EXISTING CONDITIONS REPRESENTS THE PRESENT

INFORMATION SHOWN ON THE DRAWINGS RELATED TO 2.

INCONSISTENCIES.

SHALL BE NOTIFIED OF ANY DISCREPANCIES OR

CONSTRUCTION. THE OWNER'S REPRESENTATIVE

CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO 1.

GENERAL NOTES:

SHOWN IN APPROVED DETAILS.

PROVIDE MINIMUM EMBEDMENT OF ANCHORS AS 4.

LOCATIONS.

LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR 3.

AND PER MANUFACTURER'S RECOMMENDATIONS.

INSTALLED IN ACCORDANCE WITH EVALUATION REPORT

ANCHORS INSTALLED INTO CONCRETE SHALL BE 2.

LOCATIONS ON ENCLOSURE PRIOR TO INSTALLING.

FIELD VERIFY AND MEASURE EXACT ANCHOR 1.

ANCHORS

MADE.

CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION IS

ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION 7.

ALL REINFORCING BAR BENDS SHALL BE MADE COLD.6.

CONCRETE.

FIELD PLACEMENT OF REINFORCING STEEL AND

PROPOSED IN PLACEMENT DRAWINGS TO FACILITATE

ADJUSTMENTS FROM TYPICAL CONDITIONS THAT ARE

CONTRACTOR SHALL NOTIFY ENGINEER OF ANY 5.

APPLICABLE CODE AND TRADE STANDARDS.

AND COVERAGE REQUIRED BY STRUCTURAL DETAILS,

SPACING, SIZE, CLEARANCES, LAPS, INTERSECTIONS

DRAWINGS OF ALL CONDITIONS SHOWING QUANTITY,

CONTRACTOR SHALL PREPARE DETAILED PLACEMENT

DRAWINGS SHOW TYPICAL REINFORCING CONDITIONS. 4.

TO ASTM A615, 60 KSI, OR EQUIVALENT.

REINFORCING STEEL IN FOUNDATIONS SHALL CONFORM 3.

EXACT ANCHOR LOCATIONS ON EQUIPMENT.

STEEL TO AVOID ANCHORS. MEASURE AND VERIFY

CONTRACTOR SHALL DETAIL AND PLACE REINFORCING 2.

CONSTRUCTION DOCUMENTS.

C.R.S.I. AND THE W.C.R.S.I., OR AS MODIFIED BY THE

REINFORCED CONCRETE CONSTRUCTION' BY THE

AND THE 'MANUAL OF STANDARD PRACTICE FOR

REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318),

PLACED IN CONFORMANCE WITH THE 'BUILDING CODE

ALL REINFORCING STEEL SHALL BE DETAILED AND 1.

REINFORCING STEEL

PROVIDE SLIP RESISTANCE.

PEDESTRIAN SHALL HAVE HEAVY BROOM FINISH TO

SMOOTH TROWEL FINISH. CONCRETE SLAB FOR

CONCRETE SLAB FOR EQUIPMENT SHALL HAVE A 9.

COVER.

REINFORCING BARS SHALL HAVE MINIMUM 3" CONCRETE 8.

POSITION PRIOR TO PLACING CONCRETE.

CONCRETE INSERTS SHALL BE WELL SECURED IN

ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER 7.

115 PCF.

WEIGHT OF LIGHTWEIGHT CONCRETE NOT TO EXCEED

AGGREGATES SHALL CONFORM TO ASTM C-330. DRY

CONFORM TO ASTM C-33. LIGHT WEIGHT CONCRETE

NORMAL WEIGHT CONCRETE AGGREGATES SHALL 6.

TYPE I OR TYPE II, LOW ALKALI.

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

COMPRESSIVE STRENGTH of 4000 PSI AT 28 DAYS.

ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 4.

AND CONTRACT DOCUMENTS.

PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 304 3.

TO C-94.

CONCRETE MIXING OPERATION, ETC., SHALL CONFORM 2.

ACI 318, WITH MODIFICATIONS AS NOTED.

CODE REQUIREMENTS FOR REINFORCED CONCRETE,

CONSTRUCTION SHALL CONFORM TO THE 'BUILDING

ALL PHASES OF WORK PERTAINING TO THE CONCRETE 1.

CONCRETE

GOVERNING EDITION.

ACI-318 CODE

NOTE: FOR D ETC SEE

#4@12" OC EW T&B

10'-6"

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STRONG-BOLT 2 SS, STB2SS

W/ #4@12" OC EW T&B (f'c=4000PSI)

10.5'L X 4'W X 12"D CONCRETE FOUNDATION PAD

W/ #4@12" OC EW CENTER IN PAD (f'c=4000PSI)

25'L X 4.5'W X 6"D THICK CONCRETE FOUNDATION PAD

W/ #4@12" OC EW T&B (f'c=4000PSI)

7'L X 4'W X 12"D CONCRETE FOUNDATION PAD

S1.0

STRUCTURAL

DETAILS

SIMPSON TITEN HD SS ANCHORS

SIMPSON TITEN HD SS ANCHORS

STRONG-BOLT 2 SS, STB2SS

f'c=4000PSI

10"L X 10"W X 18"D

CONCRETE FOOTING

E0_TITLE_SHEET
E1_SLD
E2_PNL_SCHED
E3_SITE_PLAN
E4_COND_PLAN
E5_DETAILS
E5_DETAILS
E5_DETAILS
E6_REFERENCES
E6_REFERENCES
E6_REFERENCES
E6_REFERENCES
Untitled.pdf
S1_STRUCTURAL
Untitled2.pdf
S1_STRUCTURAL

File details come from the government source that posted it. Updated .