PC0_701_UNION_ST_-_PLANS_-_260427_v2.pdf
PDF 10 MB Posted
- Solicitation number
- 2026-IFB-LM-0403
- Issued by
- Los Angeles County, California
About this file
This is a 100% design plan set for electrical infrastructure prepared by KEWO Engineering Corporation for the City of Pasadena Water & Power Department's Playhouse Park EV Chargers Phase II project located at 701 Union Street, Pasadena, California 91101. The project involves the installation of ten new Level 2 dual-port electric vehicle supply equipment (EVSE) units rated at 48A and 11.5KW at 240V, replacement of four existing chargers, and associated electrical infrastructure to support a total of twenty-four EVSE stalls (twenty new stalls and four replacement units). The scope of work includes furnishing and installing ten EVSE pedestals painted green with cable management (Joint #PAB-05), five concrete foundations for EVSE pedestals measuring 48"L x 18"W x 12"D, one 400-ampere, 42-circuit panelboard (P2EV) with 65KAIC rating and NEMA3R enclosure rated for 120/240V single-phase service, three 3-inch GRC conduits connecting the new panelboard to the existing main switchboard (MSA), ten 1.25-inch PVC conduits from existing pullboxes to new chargers, six #3/0 plus #3 ground feeder cables, ten sets of 2#4 plus #10 ground cables, one Nexus Core load management controller system with configuration and commissioning, parking markings, and bollard and wheel stop installations. The design is dated April 24, 2026, and includes one concrete foundation for the panelboard measuring 30"L x 30"W x 12"D.
The project is designed to achieve a new total load of 123.9KVA with the EV chargers accounting for 58KVA of load and a full-load amperage of 516A at 240V single-phase. Work must comply with the 2025 California Building Code, California Electrical Code, California Fire Code, CalGreen standards, 2023 NFPA 70 Article 625, and City of Pasadena Municipal Code requirements. Contractor requirements include performance of arc flash hazard analysis per NFPA 70E and IEEE 1584, provision of NRTL-certified equipment, arc flash labeling on all electrical equipment, hand digging to avoid damage to existing utilities and tree roots, notification to Underground Service Alert (USA) two working days prior to excavation, installation of red metallic warning tape twelve inches above conduits, surface restoration matching existing conditions, and adherence to a minimum 18-inch conduit burial depth in landscaped areas per CEC 300.5. The project has received conditional approval from the City of Pasadena with the Water Division noting that all backflow device testing is currently delinquent and must be updated before final inspection approval. Electrical approval is contingent on the applicant working with PWP electrical service planning and adhering to approved electrical design and PWP installation standards, with only one main electrical panel permitted per parcel. Plan review and approvals from multiple city divisions including Fire Prevention, Public Works, Power, Transportation, Water, Building, and Zoning are required before work authorization.
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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
4/24/26
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100% DESIGN
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 EVSE STALL SCHEDULE
PROPERTY INFORMATION
GENERAL NOTES
SHEET INDEX
(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
APPLICABLE CODES AND STANDARDS
AREA
PROJECT
OWNER
ENGINEER
PLAYHOUSE PARK EV CHARGERS PHASE II
PASADENA WATER & POWER
AIN: 5723-013-907
ADDRESS: 701 UNION ST, PASADENA, CA 91101
00 AMBULATORY
11 STANDARD ACCESSIBLE
11 VAN-ACCESSIBLE
EXISTINGREQUIREDEVSE ADA STALLS
24 TOTAL
20 PROPOSED
4 EXISTING
QTYEVSE STALLS
701 UNION ST, PASADENA, CA 91101
2023 NFPA 70 ARTICLE 625 ELECTRICAL VEHICLE POWER TRANSFER SYSTEM
2023 NFPA 70 NATIONAL ELECTRIC CODE
CITY OF PASADENA MUNICIPAL CODE
2025 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN)
2025 CALIFORNIA FIRE CODE
2025 CALIFORNIA ELECTRICAL CODE (CEC)
2025 CALIFORNIA BUILDING CODE (CBC)
2025 BUILDING STANDARDS ADMINISTRATIVE CODE
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 ACCORDANCE 12.
ARC FLASH HAZARD ANALYSIS
EQUIPMENT.
CONTRACTOR SHALL PROVIDE SUBMITTALS BEFORE ORDERING ANY MATERIALS OR 11.
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 10.
AND INSTALLED BY CONTRACTOR, UNLESS OTHERWISE NOTED.
ALL EQUIPMENT AND MATERIALS SHOWN ON PLANS SHALL BE NEW AND FURNISHED 9.
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
(20) PARKING MARKINGS "ONLY CHARGING EV". MATCH EXISTING.14.
(11) WHEELSTOPS, 48" LENGTH.13.
(1) BOLLARD NEAR PNLBD 'P2EV'.12.
(1) 120VAC POWER CABLE AND (1) ETHERNET CABLE FROM NEXUS SENSE TO NEXUS CORE ENCLOSURE.11.
(1) NEXUS CORE LOAD MANAGEMENT CONTROLLER, INCLUDING CONFIGURING, TESTING AND COMMISSIONING.10.
(10) CABLES FROM PNLBD 'P2EV' TO EVSE: 2#4 + #10 GND TO EACH EVSE.9.
FEEDER CABLES FROM SWBD 'MSA' TO PNLBD 'P2EV': 6#3/0 + #3 GND.8.
(10) 1.25" PVC CONDUITS FROM EXISTING PULLBOXES TO NEW EV CHARGERS.7.
(3) 3" GRC CONDUITS FROM NEW PNLBD 'P2EV' TO EXISTING SWBD 'MSA'. MAX L=24".6.
(1) CONCRETE FOUNDATION FOR PANELBOARD, 30"L X 30"W X 12"D.5.
(1) PANELBOARD 'P2EV', 400A, 42CKT, 65KAIC, NEMA3R, W/ (10) 60A CIRCUIT BREAKERS AND SPD; 4.
(5) CONCRETE FOUNDATIONS FOR EVSE PEDESTALS, 48"L X 18"W X 12"D.3.
(10) EVSE PEDESTALS (JOINT #PAB-05), PAINTED GREEN.2.
(10) 48A LEVEL 2 DUAL-PORT EV CHARGERS (JOINT #IXP-E48-DUAL).1.
FURNISH AND INSTALL THE FOLLOWING:
SURFACE IN TYPE, THICKNESS, MATERIAL FINISH AND COLOR.
EXCAVATION OR CONDUIT INSTALLATION. RESTORATION SHALL MATCH EXISTING
CONTRACTOR SHALL RESTORE ALL SURFACES DISTURBED BY TRENCHING, 29.
SURFACE RESTORATION
ROOTS.
HAND DIG EVSE CONDUITS TO AVOID DAMAGE TO EXSTING CONDUITS AND TREE 28.
INSTALL RED METALLIC WARNING TAPE MINIMUM 12” ABOVE CONDUITS.27.
LISTED FOR UNDERGROUND INSTALLATIONS AND RATED FOR 90°C CONDUCTORS.
UNDERGROUND CONDUITS SHALL BE PVC SCHEDULE 40, UNLESS OTHERWISE NOTED, 26.
LANDSCAPED AREA IS 18”.
CEC 300.5. MINIMUM CONDUIT BURIAL DEPTH BETWEEN PULLBOX AND EVSE AT
TRENCHING SHALL COMPLY WITH MINIMUM COVER REQUIREMENTS PURSUANT TO 25.
DAYS PRIOR TO BEGINNING ANY EXCAVATION.
CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) TWO (2) WORKING 24.
TRENCHING
XHHW-2 90°C, UNLESS OTHERWISE NOTED.
ALL CONDUIT SIZES AND CONDUCTOR AMPACITIES ARE BASED ON THHN/THWN-2 AND 23.
ALL NEW STUB CONDUITS MUST HAVE BUSHING ON END.22.
PULLING AND INSTALLATION OF CABLES.
INSTALL CONDULETS AND INTERMEDIATE PULLBOXES AS NECESSARY TO FACILITATE 21.
DAMAGE, SHALL BE GRC.
EXPOSED CONDUITS ALONG FLOOR SURFACE, OR ANY AREAS SUBJECT TO PHYSICAL 20.
RACEWAYS
VIA LIQUID TIGHT FLEX CONDUITS.
POWER AND ETHERNET CABLES FROM NEXUS SENSE TO NEXUS CORE ENCLOSURE
ENCLOSURE. REFER TO MANUFACTURER INSTALLATION GUIDE. CONNECT 120VAC
MOUNT NEXUS CORE ENCLOSURE ADJACENT TO EXISTING NEXUS SENSE 19.
250.4.
CONDUCTIVE MATERIALS, ENCLOSURES, AND RACEWAYS IN ACCORDANCE WITH NEC
GROUND AND BOND ELECTRICAL SYSTEMS AND NON-CURRENT CARRYING 18.
TAP EXISTING FEEDER PER NEC 240.21(B)(5).17.
NEC 240.
OVERCURRENT PROTECTION EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH 16.
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 15.
TREES.
OWNER AS NEEDED TO ADJUST EVSE LOCATION TO AVOID CONFLICT WITH EXISTING
SHALL BE COORDINATED BETWEEN CONTRACTOR AND OWNER. CONSULT WITH
EVSE LOCATIONS ARE SHOWN FOR REFERENCE. FINAL LOCATIONS OF EV CHARGERS 14.
MANUFACTURER’S INSTALLATION INSTRUCTIONS.
ELECTRIC VEHICLE SUPPLY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH 13.
INSTALATION
100% DESIGN SUBMITTAL
4/22/2026
STRUCTURAL - DETAILSS1.0
REFERENCES - NEXUSE4.1
REFERENCES - EVSEE4.0
SITE PLANE3.0
DETAILSE2.1
EV SITE PLANE2.0
ONE LINE DIAGRAM & PANEL SCHEDULEE1.0
TITLE SHEETE0.0
TITLE SHEET
E0.0
4/24/2026
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?
701 E UNION ST
BLDNR2026-00120
V2
Water Division Conditions:
1.All city cross-connection prevention policies must be adhered to. The developer/property owner is required to provide back-flow protection at all connections whereby the plan arrangement or configuration could potentially contaminate the domestic water system.
2.According to PWP’s records, all backflow device testing at this location is delinquent.
3.All backflow devices must be up to date with their testing before this project will receive an approval on its Final Inspection 4.If new water services are installed with new backflow devices, those backflow devices must be registered and tested before this project will receive approval on its final Inspection.
5.For more information, please contact the PWP’s Water Cross-Connection Inspector at
(626) 744-7958 or jvillanueva@cityofpasadena.net.
Linette Vasquez 05/04/2026 X
MALMASRI 05/14/2026
Current Planning - AWalker 05/14/2026
Jesus Morales 5/18/26
BLDNR2026-00120 ELE2026-00414 701 E UNION ST 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
4/24/26
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100% DESIGN
P2EV
EV CHARGERS
(N)
TOTAL FLA @240V 1PH = 516A
NEW TOTAL=123.9KVA
NEW EV CHARGERS = 58KVA
INSTALL 2#4 + #10 GND TO EACH EVSE.
PULLBOXES.
EXISTING SWBD 'MSA', EXISTING CONDUITS, AND EXISTING
ROUTE EVSE CABLES FROM NEW PNLBD 'P2EV' THROUGH
INSTALL GRC CONDUITS FROM PNLBD 'P2EV' TO SWBD 'MSA'.
JOINT IXP-E48 DUAL, DUAL PORT, SINGLE CIRCUIT.
NEW PANELBOARD TO FEED QTY.10 NEW EV CHARGERS,
PANELBOARD 'P2EV, 120/240V, 400A, 65KAIC, NEMA 3R.13.
INSTALL GRC CONDUITS FROM SWBD 'MSA' TO PNLBD 'P2EV'.
6#3/0 + #3 GND. TAP EXISTING FEEDER PER NEC 240.21(B)(5).12.
L=8' VD=0.1%
6#3/0 + #3 GND
E1.0
PANEL SCHEDULE
ONE LINE DIAGRAM &
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 questions call 626-744-4495 or email esp@cityofpasadena.net. Only one main electrical panel is permitted per parcel.
18'-0"
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
4/24/26
N G
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N
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E L M
O L
IN
O A
V E
1AE5
E6
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E4
17'-0" 17'-0"
EV
CHARGING
ONLY
E V
C H
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IN
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IN
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IN
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IN
G
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EV
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ONLY
EV
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ONLY
EV
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ONLY
EV
CHARGING
ONLY
EV
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ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
5 0 6
SCALE: 3/16" = 1'
1A1A1A1A
1B
NOTE 1
1B
NOTE 2
1B
NOTE 3
1B
SINGLE PORT
(E) POWER FLEXB.
MATCH COLOR TO EXISTING LIGHT POLES
PAINTED GREEN PER PWP REQUIREMENTS
JOINT #PAB-05
PEDESTAL, 7.5', W/ CABLE MANAGEMENT
DUAL PORT
11.5KW, 48A @240V
JOINT IXP-E48 DUAL A.
EVSE1.
EQUIPMENT
SEE PHOTOS ON DETAIL D & F, SHEET E2.1
STALL.
EXISTING POWERFLEX SINGLE PORT PARKING3.
SEE PHOTOS ON DETAIL D & E, SHEET E2.1
STALL.
EXISTING POWERFLEX SINGLE PORT ACCESSIBLE2.
SEE PHOTOS ON DETAIL A, B, C, & D, SHEET E2.1
ACCESSIBLE PARKING STALL.
EXISTING POWERFLEX SINGLE PORT, VAN 1.
NOTES
STRIPING
EXISTING BLUE
STRIPING
EXISTING BLUE
STRIPING
EXISTING WHITE
E2.0
EV SITE PLAN
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
4/24/26
N G
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AEXISTING VAN ACCESSIBLE EV CHARGING STALL
D
B CEXISTING POWERFLEX SINGLE PORT EV CHARGER
E F
EXISTING SIGNAGE FOR VAN ACCESSIBLE EV CHARGING STALL
EXISTING POWERFLEX SINGLE PORT EV CHARGER HEIGHT EXISTING ACCESSIBLE EV CHARGING STALL EXISTING EV CHARGING STALL E2.1
DETAILS
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
4/24/26
N G
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100% DESIGN
10 0 10 20
SCALE: 1" = 10'
N E1
1A
E1
E2 E4
E3
MSA
(2) 1.5"C
(5) 3"C
P2EV
MSA
DETAIL 1
DETAIL 2
SCALE: 1" = 2.5'
DETAIL 2
SCALE: 1" = 2.5'
DETAIL 1
1.25"C
SCALE: 1" = 2.5'
ELEVATION
E2
E3
E4
E5
E6
E7
E8
E9
E10
5A
EV
CHARGING
ONLY
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ONLY
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EV
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ONLY
EV
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EV
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EV
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EV
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EV
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ONLY
EV
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EV
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EV
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EV
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E V
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E V
C H
A R
G
IN
G
O N
L Y
E V
C H
A R
G
IN
G
O N
L Y
1.25"C 1.25"C 1.25"C 1.25"C
1A 1A 1A 1A
1B
1B
1B
1B
8 8
3"C 1.5"C
3"C 3"C 3"C 1.5"C
7 7
UNIO
N S
T
E L M
O L
IN
O A
V E
EV
CHARGING
ONLY
5B
P1EV
3B
L = 140', VD=0.5%
(2) 2"C: 6#3/0 + 2#2 GND
F3400 P1B
3B
LCP2
3B
P1A
3B
LCP1
3B
1A
3"C3"C
1A
1.25"C 1.25"C
1'-6"
1A
(E) 3"C
4 4
(E) 3"C
5A
1'-6"
1A
MAX L=24"
MIN (3)3" GRC
M
IN
M
IN
4'-0"
4'-0"
2'-6"
NEXUS CORE - LOAD MANAGEMENT CONTROLLER11.
(E) NEXUS SENSE - SMART METER10.
MATCH EXISTING
"ONLY CHARGING EV"
PARKING STALL MARKINGS9.
(E) LIGHT POLES8.
(E) TREES7.
WHEEL STOP, L = 48"6.
(E) BOLLARDB.
SEE SHEET S1.0 DETAIL 3
A. BOLLARD 4"
BOLLARD5.
(E) PULLBOX & COVER4.
(E) PANELBOARDS & LIGHTING CONTROLB.
120/240V, 400A, NEMA 3R
PANELBOARD 'P2EV'A.
PANELBOARD3.
(E) SWBD 'MSA'2.
SINGLE PORT
(E) POWER FLEXB.
MATCH COLOR TO EXISTING LIGHT POLES
PAINTED GREEN PER PWP REQUIREMENTS
JOINT #PAB-05
PEDESTAL, 7.5', W/ CABLE MANAGEMENT
DUAL PORT
11.5KW, 48A @240V
JOINT IXP-E48 DUALA.
EVSE1.
EQUIPMENT
1.25"C: 2#4 + #10 GND 1.25"C: 2#4 + #10 GND
DETAIL 2
SEE SHEET S1.0
DETAIL 3
SEE SHEET S1.0
DETAIL 1
SEE SHEET S1.0
DETAIL 1
SEE SHEET S1.0
5B
DETAIL 1
SEE SHEET S1.0
SITE PLAN
E3.0
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
4/24/26
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
P L
A Y
H O
U S
E P
A R
K E
V C
H A
R G
E R
S P
H A
S E I I
P A
S A
D E
N A W
A T
E R P
O W
E R
U
N
IO
N S
T P
A S
A D
E N
A
C A
100% DESIGN
E4.0
REFERENCES
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
4/24/26
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
P L
A Y
H O
U S
E P
A R
K E
V C
H A
R G
E R
S P
H A
S E I I
P A
S A
D E
N A W
A T
E R P
O W
E R
U
N
IO
N S
T P
A S
A D
E N
A
C A
100% DESIGN
E4.1
REFERENCES
NEXUS
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
4/24/26
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
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
No. C79923
LIVIC
P L
A Y
H O
U S
E P
A R
K E
V C
H A
R G
E R
S P
H A
S E I I
P A
S A
D E
N A W
A T
E R P
O W
E R
U
N
IO
N S
T P
A S
A D
E N
A
C A
100% DESIGN
1'-0"
BOLLARD
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
BAR BENDS
1'-6"
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
AGGREGATE BASE
6" CRUSHED
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 1500 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
EVSE
f'c=4000PSI
48"L X 18"W X 12"D
CONCRETE FOOTING
PLAN VIEW
SECTION VIEW
2PANELBOARD
PANELBOARD
2'-6"
PANELBOARD
PER MANUFACTURER
4" MIN EDGE DISTANCE
TITEN HD SS, THDSS
f'c=4000PSI
30"L X 30"W X 12"D
CONCRETE FOOTING
2'-6"
1'-6"
4" MIN EDGE DISTANCE
TITEN HD SS, THDSS
4" MIN EDGE DISTANCE
TITEN HD SS, THDSS
4" MIN EDGE DISTANCE
TITEN HD SS, THDSS
#4 @12" OC EW
#4@12" OC EW T&B
PER MANUFACTURER
4" MIN EDGE DISTANCE
TITEN HD SS, THDSS
AGGREGATE BASE
6" CRUSHED
SHEET E3.0 SHEET E3.0
SHEET E3.0 S1.0
STRUCTURAL
DETAILS
| E0_TITLE_SHEET |
| E1_SLD |
| E2_EV_SITE_PLAN - Zoom |
| E2_EV_SITE_PLAN - Zoom |
| E3_SITE_PLAN |
| E4_REFERENCES |
| E4_REFERENCES |
| S1_STRUCTURAL |
File details come from the government source that posted it. Updated .