HomeMy WebLinkAboutCITY PROJECT - 1000 E Santa Ana Blvd & Unit EV - PlanAPN 988-398-02
APN 398-351-07
APN 398-203-02
AP
N
3
9
8
-
3
5
1
-
0
8
APN 398-204-04
APN 931-10-445
APN 398-352-07
APN 398-352-06
C1
OVERALL SITE PLAN
SCE ID:00002167308
CITY OF SANTA ANA
TRANSPORTATION CENTER
1000 E SANTA ANA BLVD,
SANTA ANA, CA 92701
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL: (800) 665-4555
S7
GG
MW
07/08/25HLSP/SLD
877.706.6858 www.NV5.com
05/01/26
12/02/2550% CONSTRUCTION DOCUMENTS
03/02/26100% CONSTRUCTION DOCUMENTS
05/01/26100% CONSTRUCTION DOCUMENTS REV1
LEGEND
STANDARD ELECTRIC VEHICLE CHARGING STATION
LIMIT OF WORK
ACCESSIBILITY NOTES
1.ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLAN IS A BARRIER-FREE ACCESS ROUTE
WITHOUT ANY ABRUPT LEVEL OF CHANGES EXCEEDING 1/2" IF BEVELED AT 1:2 MAX SLOPE OF
VERTICAL LEVEL CHANGES NOT EXCEEDING 1/4" MAX, AND AT LEAST 48" IN WIDTH. SURFACE IS
STABLE, FIRM AND SLIP RESISTANT. CROSS SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE
DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE INDICATED. ACCESSIBLE PATH OF
TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM AND
PROTRUDING OBJECT GREATER 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80".
2.SEE SITE PLAN FOR MORE INFORMATION ON PATH OF TRAVEL.
ACCESSIBLE ELECTRIC VEHICLE CHARGING STATION
PROPOSED PATH OF TRAVEL
EXISTING PATH OF TRAVEL
0 80404020
SCALE: 1" = 40'
PROJECT LOCATION
SEE SHEET C2 & E1 FOR IMPROVEMENTS
PROPOSED METER LOCATION
N S
A
N
T
I
A
G
O
S
T
E SAN
T
A
A
N
A
B
L
V
D
N S
A
N
T
I
A
G
O
S
T
E SAN
T
A
A
N
A
B
L
V
D
26
SIGNED: 05/01/2026
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
COM
CO
M
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
CO
M
CO
M
CO
M
CO
M
CO
M
COM
COM
COM
COM
CO
M
E
E
E
E
E
E
E
E
E
E
E
E
3
2
C
W
W
IR
W
E
C
E
E
E
U
C
E
E
E
C
E
EC
G
R
EC
G
R
EC
G
R
RR
RR
IR
FD
C
IRIR
FD
C
PI
EE
W
U
E
IR
IRIR
IR
FP
FP
FP
FP
IR
IR
IR
IRIRIR
U
U
W
W
W
W
WW
W
NO
PA
R
K
I
N
G
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
18' (T
Y
P
)
8'-
5
"
(
T
Y
P
)
12
'
5'
9'
18' (T
Y
P
)
4'-6"
(
T
Y
P
)
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
E
E
E
E
E
E
E
E
E
E
E
E
E
EC
G
R
EC
G
R
RR
RR
NO
PA
R
K
I
N
G
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
12
'
5'
9'
18' (T
Y
P
)
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
CH
A
R
G
I
N
G
ON
L
Y
0 40202010
SCALE: 1" = 20'C2
CIVIL SITE PLAN
SCE ID:00002167308
CITY OF SANTA ANA
TRANSPORTATION CENTER
1000 E SANTA ANA BLVD,
SANTA ANA, CA 92701
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL: (800) 665-4555
S7
GG
MW
07/08/25HLSP/SLD
877.706.6858 www.NV5.com
05/01/26
12/02/2550% CONSTRUCTION DOCUMENTS
03/02/26100% CONSTRUCTION DOCUMENTS
05/01/26100% CONSTRUCTION DOCUMENTS REV1
1.FOR ELECTRICAL INFORMATION, SEE SHEET E1
1.CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLISHED MATERIALS OFF SITE.
2.CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY IMPROVEMENTS NOT SPECIFICALLY
DESIGNATED FOR REMOVAL.
3.THE ON-SITE UNDERGROUND UTILITIES SHOWN ON THIS SHEET ARE AT AN APPROXIMATE
LOCATION. THE EXTENT, LOCATIONS AND SIZES ARE UNKNOWN. THE CONTRACTOR SHALL
POTHOLE TO LOCATE AND VERIFY THE UNDERGROUND UTILITY LINES PRIOR TO REMOVAL.
4.CONTRACTOR TO PROTECT AND PRESERVE IN PLACE ANY FOUND SURVEY MONUMENTS. ANY
MONUMENTS DISTURBED SHALL BE RESET BY A LICENSED SURVEYOR AND THE APPROPRIATE
PAPERWORK FILLED WITH THE CITY OR COUNTY.
5.ALL HAZARDOUS MATERIALS ENCOUNTERED DURING SITE DEMOLITION SHALL BE REMEDIATED
AND DISPOSED OF PER STATE AND EPA REQUIREMENTS.
6.CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL UTILITY AGENCIES PRIOR TO THE
START OF ANY DEMOLITION OR CONSTRUCTION.
7.ANY EXISTING UTILITIES AND/ OR IMPROVEMENTS THAT BECOME DAMAGED DURING
CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE OWNER
AND AGENCY HAVING JURISDICTION, AT THE CONTRACTOR'S SOLE EXPENSE.
GENERAL NOTES
DEMOLITION NOTES
LEGEND
EXISTING EDGE OF PAVEMENT LINE
EXISTING NATURAL GAS GEOPHYSICAL LINE
EXISTING WATER LINE
LIMITS OF WORK
W W
G G
CONSTRUCTION NOTES
EXISTING SANITARY LINE SS SS
BL
DD
E
E
E
E
G
GT
D C
D
S C
S
W
W
W
EXISTING BOLLARD
EXISTING DOWN DRAIN
EXISTING DROP INLET
EXISTING ELECTRICAL BOX
EXISTING ELECTRICAL PARKING STATION
EXISTING ELECTRICAL RISER
EXISTING ELECTRICAL TRANSFORMER
EXISTING ELECTRICAL VAULT
EXISTING ELECTRICAL LIGHT
EXISTING NATURAL GAS METER
EXISTING GATE
EXISTING STORM DRAIN CLEANOUT
EXISTING STORM DRAIN MANHOLE
EXISTING SEWER CLEANOUT
EXISTING SEWER MANHOLE
EXISTING HANDICAP PARKING
EXISTING SIGN
EXISTING WATER MARKING POST
EXISTING WATER RISER
EXISTING WATER VALVE
EXISTING WHEEL STOP
EXISTING ELECTRICAL LINE E E
EXISTING FENCE LINE
5
PROPOSED TRENCH AND PAVEMENT RESURFACING PER DETAIL 1, SHEET C31
PROPOSED L2 CHARGER FOOTING PER DETAIL 2, SHEET C32
3 PROPOSED CONCRETE EQUIPMENT PAD, PER DETAIL 3, SHEET C3
4
INDICATE EVSE CHARGEPORT STALL
PROPOSED WHEELSTOP, PER DETAIL 4, SHEET C3
PROPOSED BOLLARD PER DETAIL 5, SHEET C3
ACCESSIBLE PARKING LAYOUT
PER DETAIL,THIS SHEET
EXISTING BUILDING
(TYP)
1
2
3
(TYP)
4
(TYP)
5
EXISTING PARCEL LINE
(TYP)
N S
A
N
T
I
A
G
O
S
T
PROPOSED POLE
AND OVERHEAD UTILITY
TRANSFORMER 3Ø 120/240V
EXISTING TREE
GRATE (TYP)
ACCESSIBLE PARKING LAYOUT
SCALE: 1"=5'
1.ACCESS AISLES AT VEHICLE SPACES SHALL BE MARKED WITH A
PAINTED BORDERLINE AROUND THEIR PERIMETER.
2.THE AREA WITHIN THE BORDERLINES SHALL BE MARKED WITH
HATCHED LINES A MAXIMUM OF 36-INCHES ON CENTER.
3.THE COLOR OF THE BORDERLINES, HATCHED LINES, AND
LETTERS SHALL CONTRAST WITH THAT OF THE SURFACE OF THE
ACCESS AISLE.
4.THE BLUE COLOR REQUIRED FOR IDENTIFICATION ACCESS AISLES
FOR ACCESSIBLE PARKING SHALL NOT BE USED.
5.ACCESS AISLE MARKINGS MAY EXTEND BEYOND THE MINIMUM
REQUIRED LENGTH
NOTES:
0.1
%
TC: 136.51'
EP: 136.51'
(TYP)
4
0.1
%
TP: 136.69'
TC: 136.50'
EP: 136.50'
TP: 136.69'
0.8%
0.7%
TP: 136.70'
TP: 136.68'
TP: 136.85'
0.9%
0.9%
0.9%
TP: 136.86'
TP: 136.86'
TP: 136.87'
0.1
%
0.1
%
EXISTING TREE GRATE
(TYP)
0 10552.5
SCALE: 1" = 5'
PROPOSED SERVICE 400A 120/240V METERED SWITCHBOARD
E
PROPOSED WHEELSTOP
PROPOSED L2 SINGLE PORT EV CHARGER PEDESTAL W/ FOOTING
PROPOSED BOLLARD
PROPOSED ELECTRICAL LINE
PROPOSED L2 DUAL PORT EV CHARGER PEDESTAL W/ FOOTING
PROPOSED POLE AND OVERHEAD UTILITY TRANSFORMER 3Ø 120/240V
2
EXISTING CURB/GUTTER
(TYP)
EXISTING CONCRETE
WALK (TYP)
EXISTING RAILROAD LIGHT
(TYP)
2
2
2
1
1
PROPOSED VAN
ACCESSIBLE STALL
1
PROPOSED STANDARD
ACCESSIBLE STALL
1
PROPOSED ACCESS AISLE
1
6 PROPOSED ISA SIGNAGE PER DETAIL 1, SHEET C3.1
6
1
1
26
SIGNED: 05/01/2026
C3
CIVIL DETAILS
SCE ID:00002167308
CITY OF SANTA ANA
TRANSPORTATION CENTER
1000 E SANTA ANA BLVD,
SANTA ANA, CA 92701
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL: (800) 665-4555
S7
GG
MW
07/08/25HLSP/SLD
877.706.6858 www.NV5.com
03/02/26
12/02/2550% CONSTRUCTION DOCUMENTS
03/02/26100% CONSTRUCTION DOCUMENTS
FIN GRADE
SECTION
PLAN
1. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE
STRENGTH AT 28 DAYS SHALL BE 3,000 PSI
2. STEEL BAR REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60
FUTURE EV CHARGER
PER SHEET R00 MAX
OPERATING WEIGHT =
200 LBS
(3) #4 TOP AND BOTTOM,
EACH WAY, PROVIDE
STD HK AS REQUIRED
FOR INSTALLATION
24" THICK CIP CONC
SLOPED AWAY
FROM EV CHARGER
STD HK, TYP
#4 CONT, TYP
2'
3"
C
L
R
3" CLR
"H
"
=
8
'
-
0
"
M
A
X
2/
3
"
H
"
2'
-
0
"
2'-0"
1'-0" (TYP)
FUTURE EV CHARGER
CENTERED IN FOOTING
MAX OPERATING
WEIGHT = 200 LBS
PROVIDE 1/2" EXPANSION
JOINT WITH FILLER ADJ
TO (E) HARDSCAPE AS
OCCURS
NO SCALEEV CHARGER FOOTING 2
1/2" HILTI KWIK BOLT TZ2 WITH 3"
NOM EMBEDMENT, TOTAL PER
MANUFACTURER
RECOMMENDATION. SPECIAL
INSPECTION IS NOT REQUIRED.
24
"
M
I
N
.
T
O
T
H
E
T
O
P
OF
H
I
G
H
E
S
T
C
O
N
D
U
I
T
95%
COMPACTED
NATIVE
BACKFILL
NOTE:
1.ALL PATCHES TO PEDESTRIAN SURFACES SHALL COMPLY WITH
11B-302.1 AND 11B-303, TYP.
18"
36"
2"
3"
2"3"
YELLOW PLASTIC WARNING
TAPE TO BE REQUIRED
ABOVE AND ALONG ENTIRE
LENGTH OF DUCT BANK.
SEE ELECTRICAL PLANS
FOR CONDUIT SIZE, TYPE,
AND WIRING
REPLACE TOP
SURFACE IN KIND,
RECOMPACT SOIL
TO 90%
12
"
NO SCALETRENCH AND PAVEMENT RESURFACING 1
3"
(TYP)
FINISHED GRADE
3/4" CHAMFER (TYP)
#5 @ 12" O.C. BOTH
WAYS CENTERED IN SLAB
8"
4"
M
I
N
7' 0" x 4' 0"
12
"
95% MINIMUM RELATIVE COMPACTED NATIVE
BACKFILL PER ASTM D1557. OVER EXCAVATE
12" AND RECOMPACT 95%
CONCRETE
NOTE:
1.INSTALL ANCHORAGE TO SECURE EQUIPMENT PER E1 AND TYPICAL EQUIPMENT
ANCHORAGE DETAIL.
2.MAXIMUM ENCLOSURE WEIGHT=2.000 LB. ENCLOSURE WEIGHT INCLUDES SWITCHBOARD,
TRANSFORMER, AND DISTRIBUTION BOARD WEIGHTS.
3"
C
L
R
CONCRETE PAD DETAIL NO SCALE 3
NO SCALETYPICAL EQUIPMENT ANCHORAGE DETAIL 6
SWITCHGEAR - EACH MODULE
6" MIN
EDGE DISTANCE (TYP)
6" MIN
EDGE DISTANCE (TYP)
EQUIPMENT BASE
1/2" DIAMETER SS 304/316 HILTI KWIK BOLT
TZ EXPANSION ANCHOR WITH MINIMUM
NOMINAL EMBEDMENT OF 2 1/2"
REFER TO MANUFACTURER DWGS FOR
ANCHOR ARRANGEMENT AND QUANTITY.
CONCRETE SLAB
TRANSFORMER
EQUIPMENT BASE
1/2" DIAMETER SS 304/316 HILTI KWIK BOLT
TZ EXPANSION ANCHOR WITH MINIMUM
NOMINAL EMBEDMENT OF 2 1/2"
CONCRETE SLAB
NO SCALECONCRETE WHEEL STOP 4
SE
E
N
O
T
E
1
*CONCRETE TO TEST AT
3000 PSI AT 28 DAYS
FILL HOLE WITH
NON-SHRINK GROUT
PRECAST CONC
WHEEL STOP
#3 BARS
PROPOSED
AC PVMT
1"
1"
#6 x 30" BAR AT
EACH END
6"
2.5"
2"
6"
72"
NO SCALEBOLLARD WITH FOUNDATION 5
NOTES:
1.CAUTION MUST BE TAKEN WHEN EXCAVATING TO NOT DISTURB EXISTING UNDERGROUND UTILITIES.
2.CONCRETE SHALL BE 3250 PSI MINIMUM AT 28 DAYS
3.USE 4 INCH GALVANIZED STEEL PIPE (0.25-INCH MINIMUM WALL) FILLED WITH CONCRETE AND PAINT
"CAUTION YELLOW"
FILL PIPE WITH CONCRETE
EXISTING OR
PROPOSED
PAVEMENT
YELLOW REFLECTIVE
TAPE, 2" WIDE
SLOPE FOOTING
AWAY FROM PIPE
AT 2% MIN SLOPE
24"
30
"
30
"
6"
26
SIGNED: 03/19/2026
TITLE SHEET
T1
SCE ID:00002167308
CITY OF SANTA ANA
TRANSPORTATION CENTER
1000 E SANTA ANA BLVD,
SANTA ANA, CA 92701
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL: (800) 665-4555
S7
GG
MW
07/08/25HLSP/SLD
877.706.6858 www.NV5.com
05/01/26
12/02/2550% CONSTRUCTION DOCUMENTS
03/02/26100% CONSTRUCTION DOCUMENTS
05/01/26100% CONSTRUCTION DOCUMENTS REV1
CHARGE READY PROGRAM
SOUTHERN CALIFORNIA EDISON
SCE ID: 00002167308| CITY OF SANTA ANA TRANSPORTATION CENTER
1000 E SANTA ANA BLVD, SANTA ANA, CA 92701
SITE MAP
VICINITY MAP
PROJECT INFORMATION:OWNER/REPRESENTATIVE INFORMATION
LIST OF CONSULTANTS
UNDERGROUND SERVICE ALERT
UTILITY NOTIFICATION CENTER OF SOUTHERN CALIFORNIA
811 OR (800) 422-4133
3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION
CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING LOCATIONS,
CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE
ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE
PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME
ELECTRICAL:
CAMERON CEDERLIND, PE
NV5, INC
15092 AVENUE OF SCIENCE, #200
SAN DIEGO, CA 92128
858-385-0500
TITLE SHEET T1, T2
OVERALL SITE PLAN C1
CIVIL SITE PLAN C2
CIVIL DETAILS C3, C3.1
ELECTRICAL SITE LAYOUT E1
SINGLE LINE DIAGRAM E2
ELECTRICAL LOAD SCHEDULE TABLE E3
ELECTRICAL DETAILS E4, E5
CIVIL AND STRUCTURAL:
NAT LLOYD
NV5, INC
15092 AVENUE OF SCIENCE, #200
SAN DIEGO, CA 92128
559-676-7988
TRANSPORTATION ELECTRIFICATION
PROJECT MANAGER:
CHRIS KANOWSKY
PROJECT MANAGER
6090 N IRWINDALE AVE SUITE B
IRWINDALE, CA, 91702
310-803-4956
AREA OF WORK
2025 CALIFORNIA BUILDING CODE (CBC)
2025 CALIFORNIA ELECTRICAL CODE (CEC)
NATIONAL ELECTRICAL CODE (NEC) 2023
DESIGN CRITERIA:
UNDERGROUND SERVICE ALERT
INDEX SHEET:
SCOPE OF WORK
1.INSTALLATION OF LOAD-SIDE INFRASTRUCTURE FOR THE CHARGE READY PROGRAM
2.INFRASTRUCTURE TO SUPPORT 20 EVCS INCLUDING 1 VAN ACCESSIBLE AND 1 STANDARD ADA
STALL PER CBC 11B-228.3.2.1.
3.(1) NEW 120/240V OVERHEAD TRANSFORMER BY SCE.
4.INSTALL (1) NEW 400A, 120/240V, 3Ø, 4W METERED SWITCHBOARD.
5.INSTALL (9) NEW DUAL TERMINAL BLOCKS AND (2) SINGLE TERMINAL BLOCKS FOR FUTURE L2
EV CHARGERS.
6.INSTALL PROTECTIVE EQUIPMENT FOR PROPOSED SWITCHGEAR AND TERMINAL BLOCKS.
7.RE-STRIPE (3) EXISTING STALLS FOR PROPOSED ADA STALLS.
8.CHARGER ARE NOT IN THIS SCOPE OF WORK AND ARE FOR REFERENCE ONLY.
LOCATION: 1000 E SANTA ANA BLVD, SANTA ANA, CA 92701
1.TOTAL LOT SIZE: 5.4 ACRES
2.APN 988-398-02
CITY OF SANTA ANA
OSCAR GUDINO
OGUDINO@SANTA-ANA.ORG
951-254-4486
SITE LOCATION
1
PARKING SUMMARY:
Total Number of Existing Parking Spaces 80
Total number of existing ADA parking spaces 2
Number of required EV spaces per CALGreen table 5.106.5.3.1 17
Total number of proposed public EVCS DCFC stalls 20
Proposed Standard ADA EVCS stalls per CBC Section 11B-228.3.2.1 1
Proposed Van ADA EVCS stalls per CBC Section 11B-228.3.2.1 1
1
26
SIGNED: 05/01/2026
T2
TITLE SHEET
SCE ID:00002167308
CITY OF SANTA ANA
TRANSPORTATION CENTER
1000 E SANTA ANA BLVD,
SANTA ANA, CA 92701
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL: (800) 665-4555
S7
GG
MW
07/08/25HLSP/SLD
877.706.6858 www.NV5.com
03/02/26
12/02/2550% CONSTRUCTION DOCUMENTS
03/02/26100% CONSTRUCTION DOCUMENTS
GENERAL GRADING AND DRAINAGE NOTES:
THE REQUIREMENTS AND INFORMATION SET OUT BELOW ARE PROVIDED FOR THE
CONTRACTOR'S CONVENIENCE AND DO NOT ENCOMPASS ALL PROJECT
REQUIREMENTS DESCRIBED BY THE PROJECT PLANS AND SPECIFICATIONS AND/OR
APPLICABLE LAWS, REGULATIONS AND/OR BUILDING CODES
1.CONSTRUCTION OF ALL PROJECT SITE IMPROVEMENTS SUBJECT TO ADA ACCESS
COMPLIANCE, INCLUDING ACCESSIBLE PATH OF TRAVEL, CURB RETURNS, PARKING
STALL(S) AND UNLOADING AREAS, BARRIER FREE AMENITIES AND/OR OTHER
APPLICABLE SITE IMPROVEMENTS SHALL CONFORM TO THE AMERICANS WITH
DISABILITIES ACT, CALIFORNIA TITLE 24, AND THE CALIFORNIA BUILDING CODE,
CURRENT EDITION(S).
2.CONTRACTOR SHALL FIELD VERIFY ALL GRADE AND SLOPES PRIOR TO THE
PLACEMENT OF CONCRETE AND/OR PAVEMENT FOR CONFORMANCE WITH ADA
ACCESS COMPLIANCE REQUIREMENTS. EXAMPLES OF MINIMUM AND MAXIMUM
LIMITS RELATED TO ADA ACCESS COMPLIANCE INCLUDE, BUT ARE NOT LIMITED TO:
A) ACCESSIBLE PATH OF TRAVEL CROSS-SLOPE SHALL NOT EXCEED 2%
B) ACCESSIBLE PATH OF TRAVEL LONGITUDINAL SLOPES SHALL NOT EXCEED 5%
C) RAMP LONGITUDINAL SLOPES SHALL NOT EXCEED 8.33%
WALKS SHALL NOT HAVE LESS THAN 48 INCHES IN UNOBSTRUCTED WIDTH.
3.CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IDENTIFIED
BY THE PROFESSIONAL ENGINEERING SEAL AND SIGNATURE ON THESE PLANS, OF
ANY SITE CONDITIONS(S) AND/OR DESIGN INFORMATION THAT PREVENTS THE
CONTRACTOR FROM COMPLYING WITH THE LAWS, REGULATIONS AND/OR BUILDING
CODES GOVERNING ADA ACCESS COMPLIANCE.
4.GROUND SLOPES AWAY FROM BUILDING PADS IN LANDSCAPED OR DIRT AREAS
SHALL BE NO LESS THAN 5.0% FOR AT LEAST TEN (10) FEET, OR AS OTHERWISE
NOTED ON THE PLANS.
5.DRAINAGE SHALL NOT BE ALLOWED ONTO ADJACENT PROPERTY.
6.ALL FILL MATERIAL USED TO SUPPORT THE FOUNDATIONS OF ANY BUILDING OR
STRUCTURE SHALL BE PLACED UNDER THE DIRECTION OF A LICENSED
GEOTECHNICAL ENGINEER, AND IN COMPLIANCE WITH THE PROJECT
SPECIFICATIONS. A SOILS COMPACTION REPORT SHALL BE SUBMITTED TO THE
ENGINEER OF RECORD AS REQUIRED BY THE PROJECT SPECIFICATIONS.
7.THE CONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES AS REQUIRED
BY THE PROJECT SPECIFICATIONS, AND BY GOVERNING PUBLIC AGENCIES.
8.CONTRACTOR TO MATCH EXISTING PAVEMENT GRADE AT ALL NEW PAVEMENT
LOCATIONS UNLESS OTHERWISE NOTED ON THE PLANS.
1.CONTRACTOR SHALL PROVIDE ALL MATERIALS SUCH AS TOOLS, EQUIPMENT,
LABOR, AND INCIDENTALS REQUIRED INCLUDING THE CONSTRUCTION OF ALL
PROPOSED IMPROVEMENTS SHOWN ON THE PLANS AND AS SPECIFIED BY THE
GOVERNING STANDARDS AND/OR THE CIVIL AND ELECTRICAL ENGINEERS.
2.CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.
3.IF DAMAGED DURING CONSTRICTION, THE CONTRACTOR SHALL REPLACE IN KIND
ALL EXISTING STRUCTURES, WALKWAYS, CURB & GUTTER, LANDSCAPING, AND/OR
OTHER IMPROVEMENTS TO AN EXISTING OR BETTER CONDITION.
4.CONTRACTOR SHALL REPLACE ALL EXISTING STRIPING, SIGNAGE AND MARKINGS
DAMAGED IN KIND DUE TO PROJECT CONSTRUCTION ACTIVITIES.
5.ALL WORK SHALL BE CONFINED WITHIN THE EASEMENTS AND/OR CONSTRUCTION
LIMITS AS SHOWN ON THE PLANS.
6.APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK TO BE PERFORMED UNTIL A PERMIT OR NOTICE TO PROCEED HAS BEEN
ISSUED
7.BEFORE COMMENCING WORK, THE CONTRACTOR SHALL NOTIFY ALL UTILITY
AUTHORITIES OR UTILITY COMPANIES HAVING POSSIBLE INTEREST IN THE WORK
OF THE CONTRACTOR'S INTENTION TO EXCAVATE PROXIMATE TO EXISTING
FACILITIES AND THE CONTRACTOR SHALL VERIFY THE LOCATION OF ANY UTILITIES
IN THE WORK AREA. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE
ALERT (U.S.A.) TWO (2) DAYS PRIOR TO BEGINNING ANY EXCAVATION.
8.THE CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM ANY PROPERTY
OWNER GIVING PERMISSION TO ENTER THE PROPERTY FOR THE PURPOSE OF
CONSTRUCTING THE IMPROVEMENTS DELINEATED ON THE PLANS AND TRANSITION
THERETO.
9.ALL BILL OF MATERIALS AND/OR EQUIPMENT SHALL BE PROVIDED AS SPECIFIED
WITHIN THIS SET OR APPROVED EQUAL. ALL BULL OF MATERIALS AND/OR
EQUIPMENT SHALL MATCH THE SAME QUALITY AND CAPACITY AS INDICATED
HEREIN
GENERAL CONTRACT NOTES:
1.LOCATIONS OF ALL UNDERGROUND FACILITIES ARE TAKEN FROM AVAILABLE MAPS
AND RECORDS. ACTUAL FIELD LOCATIONS OF ALL UTILITIES MUST BE VERIFIED BY
CONTRACTOR PRIOR TO TRENCHING. CONTACT USA DIGALERT, 1-800-227-2600,
PRIOR TO DIGGING.
2.CONTRACTOR TO HAND-DIG ANY AND ALL LOCATIONS WHERE UNDERGROUND
UTILITIES ARE SUSPECTED OR KNOWN.
SURVEY NOTE:
UTILITY NOTE:
UTILITY INFORMATION SHOWN HEREON IS BASED ON RECORD INFORMATION SUPPLIED
TO THE ENGINEER BY UTILITY COMPANIES, PUBLIC AGENCIES AND THE PROPERTY
OWNER, TOGETHER WITH EVIDENCE GATHERED FROM SURFACE LOCATING METHODS
AND OBSERVATION OF VISIBLE EVIDENCE BY A FIELD SURVEY. THE ENGINEER CAN
MAKE NO GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF THE
UNDERGROUND UTILITY FACILITIES SHOWN. PRIOR TO ANY SITE EXCAVATIONS, THE
CONTRACTOR SHALL CONTACT THE OWNER AND UNDERGROUND SERVICE ALERT
(U.S.A.) AND REQUEST THE THEY IDENTIFY THE LOCATION OF ALL UNDERGROUND
UTILITIES AT THE SITE. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
FLOOD ZONE NOTES:
1.PROJECTED SITE LOCATION WITHIN FLOOD HAZARD ZONE X UNSHADED; AREA OF
MINIMAL FLOOD HAZARD.
2.FIRM PANEL: 06059C0163J
3.MAP EFFECTIVE DATE; DECEMBER 3, 2009
DIGALERT NOTES
CONCRETE NOTES:
1.CONCRETE COMPRESSIVE STRENGTH: ALL CONCRETE SHALL ATTAIN A MINIMUM
COMPRESSIVE STRENGTH AS SHOWN IN THE TABLE 1 BELOW AT 28 DAYS, U.N.O.
ON PLANS. SEE ALSO SULFATE CONTENT NOTES.
2.AGGREGATES IN CONCRETE: SHALL BE NATURAL SAND AND ROCK (150 LB/CU. FT)
CONFORMING TO ASTM C33. AGGREGATE SHALL HAVE PROVEN SHRINKAGE
CHARACTERISTICS OF LESS THAN 0.04% PER ASTM C157. DO NOT CHANGE SOURCE
OF AGGREGATE DURING COURSE OF WORK WITHOUT WRITTEN CONSENT OF
ENGINEER.
3.CEMENT: SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150. CEMENT
SHALL BE TYPE II OR AS REQUIRED TO SATISFY SITE SOIL CONDITIONS. REFER TO
TABLE 1 FOR MAXIMUM WATER TO CEMENT RATIO. MINIMUM OF (6) SACKS OF
CEMENT FOR EACH CUBIC YARD OF CONCRETE.
*SLUMP SHALL BE MEASURED PRIOR TO THE ADDITION OF SUPERPLASTICIZER (IF
USED.)
REBAR CLEAR COVER CONCRETE: THE FOLLOWING MINIMUM CLEAR DISTANCES
BETWEEN REINFORCING STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED
UNLESS NOTED OTHERWISE:
4.VIBRATION: VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH GENERAL
PROVISIONS OUTLINES IN PORTLAND CEMENT ASSOCIATION SPECIFICATION ST26
5.CURING: CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM
OF FIVE DAYS AFTER PLACEMENT. FOR CONCRETE OTHER THAN SLAB ON GRADE,
APPROVE CURING COMPOUNDS MAY BE USED IN LIEU OF MOIST CURING ONLY IF
APPROVED BY THE ENGINEER.
6.INSPECTIONS, TESTING & QUALITY ASSURANCE: A MINIMUM OF ONE COMPRESSION
TEST AT 7 DAYS AND 2 TESTS AT 28 DAYS FOR ALL CONCRETE SAMPLE. TAKE TEST
AT A FREQUENCY OF ONCE EVERY 150 CU. YDS OR 5,000 SQ. FT MINIMUM.
7.ANCHOR BOLTS, DOWELS, INSERTS: SHALL BE TIED IN PLACE PRIOR TO POURING
CONCRETE.
8.CONSTRUCTION AND POUR JOINTS:LOCATIONS SHALL BE APPROVED BY ENGINEER
PRIOR TO POURING CONCRETE.
9.FORMWORK:FORMWORK TOLERANCE SHALL BE IN ACCORDANCE WITH THE C.B.C.
AND A.C.I. STANDARDS.
10.PIPES IN CONCRETE: PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN
SLEEVES BUT SHALL NOT BE EMBEDDED THEREIN. PIPES OR DUCTS EXCEEDING
ONE-THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN THE
STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED.
11.EXPOSED CORNERS: PROVIDE 3/4" CHAMFERS AT ALL EXPOSED CORNERS.
12.DRYPACK OR GROUT: CONCRETE STRENGTH SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 2,000 PSI AND BE COMPOSED OF ONE PART
PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND.
13.FLY ASH: NOT PERMITTED.
CONCRETE STRENGTH
CONDITION
MIN 28-DAY
COMPRESSIVE
STRENGTH, F'C
CONCRETE
TYPE*
MAXIMUM
AGGREGATE
SIZE
WATER TO
CEMENT RATIO MAX SLUMP**
SLAB ON
GRADE/ CONC
PADS
3,000 PSI NWC
REBAR CLEAR OVER FOR CAST-IN-PLACE CONCRETE
CONDITION COVER
CONCRETE CAST AGAINST EARTH 3" MIN
OTHERWISE 2" MIN
SOIL NOTE:
1.ALLOWABLE BEARING PRESSURE IS ASSUMED 1,500PSF.
1.THE UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM
UTILITY MARK OUTS PROVIDED BY CONAWAY GEOMATICS ON 11/06/2025. THE
CERTIFYING SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE
OR ABANDONED. THE CERTIFYING SURVEYOR FURTHER DOES NOT WARRANT
THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION
INDICATED, ALTHOUGH THEY DO CERTIFY THAT THEY ARE LOCATED AS
ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE CERTIFYING
SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
2.ELEVATIONS SHOWN HEREON ARE EXPRESSED IN US SURVEY FEET, BASED ON
THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), GEOID18, AND DERIVED
FROM GPS OBSERVATIONS PER THE ADJUSTMENT IN THE BASIS OF BEARINGS
STATEMENT, THE TOPOGRAPHIC SURVEY WAS PERFORMED USING BOTH GPS AND
CONVENTIONAL OBSERVATIONS, WITH RELATIVE ACCURACY OF ±0.05'
(CONVENTIONAL) AND ±0.1' (GPS).
THE BASIS OF BEARINGS FOR THIS MAP IS THE INTERNATIONAL TERRESTRIAL
REFERENCE FRAME 2020 (ITRF2020), DERIVED FROM THE TRIMBLE RTX (REAL TIME
EXTENDED) SOLUTION, ADJUSTED TO THE 2025.85 EPOCH, NAD 83, ZONE 6.
COORDINATES SHOWN HEREON ARE GROUND VALUES. USE THE FOLLOWING LOCAL
SITE VALUES TO OBTAIN GRID VALUES:
·LOCAL SITE -LAT: 33°45'07.654490"N LON: 117°51'26.471452"W
E HGT: 22.84 FT
GSF:1.0000203949
ELEVATIONS SHOWN HEREON ARE EXPRESSED IN US SURVEY FEET, BASED ON THE
NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88), AND ARE DERIVED FROM GPS
OBSERVATIONS PER THE ADJUSTMENT SHOWN ABOVE.
BASIS OF BEARINGS:
26
SIGNED: 03/19/2026
YES NO
INSTRUCTIONS:
ORAN GE COUNTY FI RE AUTHORI TY
Plan Submittal Criteria
COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects
and RESIDENTIAL TRACT developments
· Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place.
· Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section.
· If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA.
· In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations.
· Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding
requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602.
Address Suite City
Project Scope/Business Description
1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways,
curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within
300 feet of an active or proposed oil well? Fire Master Plan (PR145)
2. Property is adjacent to a wildland area or non-irrigated native vegetation?
Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124)
3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from
an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170)
4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving
private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475)
5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000
sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable
to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless
classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration
or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses
where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories
with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285)
6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card,
button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan
depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520)
7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment;
industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible
liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium
ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations?
Special Equipment Plan (PR315, PR340-PR382)
8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft
maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if
H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240)
9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard
commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330)
10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a
commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335)
Initial each of the following two items indicating that you have read and understand the statement:
11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is
required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed
Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications.
12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located
in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327—
Initials the building department will determine specific requirements.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name Signature
Phone Number ( ) Date / /
Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA
review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the
applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the
appropriate plans and fees for OCFA review. 10-08-14 EE
COM
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City / County Official Requesting Review:
City / County Reference #: Date: __________________________________
City / County: _____________________________________ E-Mail: __________________________________
Contact Name: _____________________________________ Phone #: _________________________________
Title: _____________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County :
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________ Date: _________________________________
OCFA Authorization
Updated: 06/02/2020 rs
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18' (T
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8'-
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12
'
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9'18' (T
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4'-6"
(
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)
0 40202010
SCALE: 1" = 20'E1
ELECTRICAL SITE LAYOUT
SCE ID:00002167308
CITY OF SANTA ANA
TRANSPORTATION CENTER
1000 E SANTA ANA BLVD,
SANTA ANA, CA 92701
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL: (800) 665-4555
S7
GG
MW
07/08/25HLSP/SLD
877.706.6858 www.NV5.com
03/02/26
12/02/2550% CONSTRUCTION DOCUMENTS
03/02/26100% CONSTRUCTION DOCUMENTS
GENERAL NOTES
LEGEND
EXISTING EDGE OF PAVEMENT LINE
EXISTING NATURAL GAS GEOPHYSICAL LINE
EXISTING WATER LINE
LIMITS OF WORK
W W
G G
CONSTRUCTION NOTES
EXISTING SANITARY LINE SS SS
BL
DD
E
E
E
E
G
GT
D C
D
S C
S
W
W
W
EXISTING BOLLARD
EXISTING DOWN DRAIN
EXISTING DROP INLET
EXISTING ELECTRICAL BOX
EXISTING ELECTRICAL PARKING STATION
EXISTING ELECTRICAL RISER
EXISTING ELECTRICAL TRANSFORMER
EXISTING ELECTRICAL VAULT
EXISTING ELECTRICAL LIGHT
EXISTING NATURAL GAS METER
EXISTING GATE
EXISTING STORM DRAIN CLEANOUT
EXISTING STORM DRAIN MANHOLE
EXISTING SEWER CLEANOUT
EXISTING SEWER MANHOLE
EXISTING HANDICAP PARKING
EXISTING SIGN
EXISTING WATER MARKING POST
EXISTING WATER RISER
EXISTING WATER VALVE
EXISTING WHEEL STOP
EXISTING ELECTRICAL LINE E E
EXISTING FENCE LINE
PROPOSED TERMINAL BLOCK, PER DETAIL 1, SHEET E51
PROPOSED METERED SWITCHBOARD, PER DETAIL 2, SHEET E52
INDICATE EVSE CHARGEPORT STALL
1. REFER TO CONDUIT AND WIRE SCHEDULE ON SHEET E2.0, E2.1, E2.2 FOR
REQUIREMENTS.
2.CONDUIT ROUTING IS DIAGRAMMATICALLY SHOWN ON PLANS AND ARE ONLY
APPROXIMATIONS. THE EXACT LOCATION AND ROUTING PATHS SHALL BE FIELD VERIFIED
AND INSTALLED PER JURISDICTIONAL REQUIREMENTS.
3.UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK SHALL BE COORDINATED WITH THE
APPROPRIATE UTILITY ENGINEER TO ENSURE ACCURACY OF INSTALLATIONS.
4.BOLLARD PROTECTION TO BE INSTALLED PER UTILITY SPECIFICATION. ADDITIONAL
BOLLARD PROTECTION MAY BE REQUIRED AT THE DISCRETION OF THE UTILITY FILED
INSPECTION PERSONNEL.
5.CONTRACTOR TO INSTALL TERMINAL BLOCK PRIOR TO CUSTOMER EVSE CHARGING
DISPENSER BEING INSTALLED IN PHASE II
6.THE METHODS CONTAINED IN CEC/NEC ARTICLE 250 SHALL BE FOLLOWED TO COMPLY WITH
GROUNDING AND BONDING OF ELECTRICAL SYSTEMS AND NON-CURRENT CARRYING
CONDUCTIVE MATERIALS, ENCLOSURES, OR ITEMS FORMING PART OF ANY SUCH
EQUIPMENT THAT ENCLOSES OR CARRIES ELECTRICAL CONDUCTOR OR EQUIPMENT THAT
IS LIKELY TO BECOME ENERGIZED. SEE CEC/NEC 250.4(A)(1) THROUGH (5) FOR FURTHER
DESCRIPTION,
7.WHERE TWO OR MORE GROUND RODS ARE TO BE INSTALLED, THE MINIMUM SEPARATION
SHALL BE 6' PER CEC/NEC 250.53 (A)(2), AND (3) RESISTANCE OF ELECTRODES.
8.ALL CONDUITS SHALL COMPLY WITH CEC/NEC TABLE 300.5 MINIMUM BURIAL DEPTH, AND BE
INSTALLED A MINIMUM OF 30" BELOW GRADE.
9.PER CEC/NEC 110.26 ”ACCESS AND WORKING SPACE SHALL BE PROVIDED AND MAINTAINED
ABOUT ALL ELECTRICAL EQUIPMENT TO PERMIT READY AND SAFE OPERATION AND
MAINTENANCE OF SUCH EQUIPMENT.”
10.ALL ELECTRICAL WORK SHALL BE DESIGNED PER 2025 CALIFORNIA ELECTRICAL CODE, 2023
NATIONAL ELECTRICAL CODE.
11.ALL ELECTRICAL EQUIPMENT SHALL BE LABELED, LISTED, OR CERTIFIED BY A NATIONALLY
RECOGNIZED TESTING LABORATORY ACCREDITED BY THE UNITED STATES OCCUPATIONAL
SAFETY HEALTH ADMINISTRATION.
12.PER CEC/ NEC 210.19 (A) INFORMATIONAL NOTE #4, "CONDUCTORS FOR BRANCH CIRCUITS
AS DEFINED IN ARTICLE 100, SIZED TO PREVENT A VOLTAGE DROP EXCEEDING 3 PERCENT
AT THE FARTHEST OUTLET OF POWER, HEATING, AND LIGHTING LOADS, OR COMBINATION
OF SUCH LOADS, AND WHERE THE MAXIMUM TOTAL VOLTAGE DROP ON BOTH FEEDERS
AND BRANCH CIRCUITS TO THE FARTHEST OUTLET DOES NOT EXCEED 5%".
**AC CONDUCTOR: 16FEET IS ADDED TO HORIZONTAL RUN LENGTH TO ACCOUNT FOR BURIED
DEPTH
-
PROPOSED SERVICE 400A 120/240V METERED SWITCHBOARD
E
PROPOSED WHEELSTOP
PROPOSED L2 SINGLE PORT EV CHARGER PEDESTAL W/ FOOTING
PROPOSED BOLLARD
PROPOSED ELECTRICAL LINE
PROPOSED L2 DUAL PORT EV CHARGER PEDESTAL W/ FOOTING
PROPOSED POLE AND OVERHEAD UTILITY TRANSFORMER 3Ø 120/240
EXISTING BUILDING
EXISTING PARCEL LINE
(TYP)
N S
A
N
T
I
A
G
O
S
T
PROPOSED POLE
AND OVERHEAD UTILITY
TRANSFORMER 3Ø 120/240V
SCALE:
CONDUIT SCHEDULE1
E1 NONE
1
2
1
1
1
1
2
2
2
3
2
2
1
E2
SINGLE LINE DIAGRAM
SCE ID:00002167308
CITY OF SANTA ANA
TRANSPORTATION CENTER
1000 E SANTA ANA BLVD,
SANTA ANA, CA 92701
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL: (800) 665-4555
S7
GG
MW
07/08/25HLSP/SLD
877.706.6858 www.NV5.com
03/02/26
12/02/2550% CONSTRUCTION DOCUMENTS
03/02/26100% CONSTRUCTION DOCUMENTS
GROUNDING ELECTRODE
5/8"X8'-0" COPPER CLAD
GROUND ROD INSTALLATION
PER NEC 250.52(A)(5), 250.53
(A) AND 250.68
1
PROPOSED
SCE UTILITY
TRANSFORMER,
150KVA 240/120V
INCOMING/METER
SECTION
GR
N
D
NE
U
T
#6 SOLID AWG CU
GROUNDING ELECTRODE
CONDUCTOR PER NEC
250.66 (A)
M
600A
3P
MANUFACTURER PROVIDED
MAIN BONDING JUMPER PER
CEC 250.24 (A)(4),
250.28(C),250.8(A)(7)
MAIN BREAKER SECTIONSEE NOTE 2
NOTES:
1.STANDARD RATED SERVICE PANELS, OVER CURRENT PROTECTION DEVICES AND WIRE SIZES
BASED ON CEC/CEC REQUIREMENTS AT 125% CONTINUOUS LOAD. 100% RATED SERVICE PANELS,
OVER CURRENT PROTECTION DEVICES AND WIRE SIZES BASED ON CEC/CEC REQUIREMENTS AT
100% CONTINUOUS LOAD.
2.PROPOSED UTILITY CTS/PTS SHALL BE LOCATED WITHIN COMPARTMENTS APPROVED BY THE
UTILITY AS SHOWN IN THIS DRAWING PACKAGE.
3.THE METHODS CONTAINED IN CEC/NEC ARTICLE 250 SHALL BE FOLLOWED TO COMPLY WITH
GROUNDING AND BONDING OF ELECTRICAL SYSTEMS AND NON-CURRENT CARRYING
CONDUCTIVE MATERIALS, ENCLOSURES, OR ITEMS FORMING PART OF ANY SUCH EQUIPMENT
THAT ENCLOSES OR CARRIES ELECTRICAL CONDUCTOR OR EQUIPMENT THAT IS LIKELY TO
BECOME ENERGIZED. SEE CEC/NEC 250.4(A)(1) THROUGH (5) FOR FURTHER DESCRIPTION.
4.WHERE TWO OR MORE GROUND RODS ARE TO BE INSTALLED, THE MINIMUM SEPARATION SHALL
BE 6' PER CEC/NEC 250.53 (A)(2), AND (3) RESISTANCE OF ELECTRODES.
5.CONTRACTOR TO INSTALL TERMINAL BLOCK PRIOR TO CHARGER BEING INSTALLED IN SEPARATE
PERMIT.
L2-EVSE-1
CHARGE PORT
1 & 2
(40FLA+40FLA)
(INSTALLED BY
OTHERS)
L2-EVSE-1
CHARGE PORT
1 & 2
DISTRIBUTION SECTION
50A
2P
"EV-SWBD-A" METERED SWITCHBOARD,
600A BUS, 600A MAIN, 240V, 3 Ø, 4W,
42 KAIC, FULLY RATED, NEMA 3R
L2-EVSE-2
CHARGE PORT
3 & 4
(40FLA+40FLA)
(INSTALLED BY
OTHERS)
L2-EVSE-2
CHARGE PORT
3 & 4
L2-EVSE-3
CHARGE PORT
5 & 6
(40FLA+40FLA)
(INSTALLED BY
OTHERS)
L2-EVSE-3
CHARGE PORT
5 & 6
L2-EVSE-4
CHARGE PORT
7 & 8
(40FLA+40FLA)
(INSTALLED BY
OTHERS)
L2-EVSE-4
CHARGE PORT
7 & 8
L2-EVSE-5
CHARGE PORT
9 & 10
(40FLA+40FLA)
(INSTALLED BY
OTHERS)
L2-EVSE-5
CHARGE PORT
9 & 10
L2-EVSE-8
CHARGE PORT
13 & 14
(40FLA+40FLA)
(INSTALLED BY
OTHERS)
L2-EVSE-8
CHARGE PORT
13 & 14
L2-EVSE-9
CHARGE PORT
15 & 16
(40FLA+40FLA)
(INSTALLED BY
OTHERS)
L2-EVSE-9
CHARGE PORT
15 & 16
L2-EVSE-10
CHARGE PORT
17 & 18
(40FLA+40FLA)
(INSTALLED BY
OTHERS)
L2-EVSE-10
CHARGE PORT
17 & 18
L2-EVSE-11
CHARGE PORT
19 & 20
(40FLA+40FLA)
(INSTALLED BY
OTHERS)
L2-EVSE-11
CHARGE PORT
19 & 20
50A
2P
2
50A
2P
50A
2P
50A
2P
50A
2P
50A
2P
50A
2P
50A
2P
50A
2P
50A
2P
50A
2P
50A
2P
50A
2P
50A
2P
50A
2P
50A
2P
50A
2P
50A
2P
50A
2P
L2-EVSE-6
CHARGE PORT
11
(40FLA)
(INSTALLED BY
OTHERS)
L2-EVSE-7
CHARGE PORT
12
(40FLA)
(INSTALLED BY
OTHERS)
L2-EVSE-6
CHARGE PORT
11
L2-EVSE-7
CHARGE PORT
12
TERMINAL BLOCK
(TYP) (SEE NOTE 5)
3
CONDUIT AND WIRING SCHEDULE
FROM TO CONFIGURATION
PROPOSED TRANSFORMER PROPOSED 600A 240V
METERED SWITCHBOARD TBD (PER UTILITY DESIGN)
PROPOSED 600A 240V
METERED SWITCHBOARD
PROPOSED DUAL PORT
LEVEL 2
(4) #6 AWG CU (THWN-2) +
(2) #8 AWG CU (THWN-2) EGC
IN (1) 1" SCH 40 PVC
PROPOSED 600A 240V
METERED SWITCHBOARD
PROPOSED SINGLE PORT
LEVEL 2
(2) #6 AWG CU (THWN-2) +
(1) #8 AWG CU (THWN-2) EGC
IN (1) 1" SCH 40 PVC
1
2
3
2
E3
ELECTRICAL LOAD
SCHEDULE TABLE
SCE ID:00002167308
CITY OF SANTA ANA
TRANSPORTATION CENTER
1000 E SANTA ANA BLVD,
SANTA ANA, CA 92701
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL: (800) 665-4555
S7
GG
MW
07/08/25HLSP/SLD
877.706.6858 www.NV5.com
03/02/26
12/02/2550% CONSTRUCTION DOCUMENTS
03/02/26100% CONSTRUCTION DOCUMENTS
SCALE:
SWITCHBOARD "EV-SWBD-A" LOAD SCHEDULE (SEE NOTE)1
E3 NONE
NOTE: INCOMING SERVICE VOLTAGE WILL BE 240/120V 3Ø, 4W WITH CENTER TAP GROUND.
CHARGING STATIONS MUST BE CONNECTED TO L1 & L2 ONLY. DO NOT CONNECT
ANY PART OF THE SYSTEM TO L3, NEUTRAL IS NOT USED.
E4
SCE ID:00002167308
CITY OF SANTA ANA
TRANSPORTATION CENTER
1000 E SANTA ANA BLVD,
SANTA ANA, CA 92701
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL: (800) 665-4555
S7
GG
MW
07/08/25HLSP/SLD
877.706.6858 www.NV5.com
03/02/26
12/02/2550% CONSTRUCTION DOCUMENTS
03/02/26100% CONSTRUCTION DOCUMENTS
NO SCALECALDWELL CONNECTION DETAIL 3
NO SCALEEV CHARGER CONDUIT ELEVATION VIEW 1
NOTES:
1.CONDUITS SHALL BE BURIED BELOW FROST LINE AND IN COMPLAISANCE WITH LOCAL AND NATIONAL
CODE REQUIREMENTS.
2.REFER TO SHEET E2 FOR CONDUCTOR REQUIREMENTS WITHIN CONDUITS.
3.SEE SHEET C3 FOR CONDUIT BURIAL DEPTHS.
UTILITY
TRANSFORMER
PROPOSED UNDERGROUND
SERVICE CONDUIT
TEMPORARY TERMINAL
BLOCK
PROPOSED 600A METERED
SWITCHBOARD
(1) PROPOSED 1" POWER
CONDUIT
NO SCALEGROUNDING SCHEMATIC 2
NOTES:
1.COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING.
#8 AWG COPPER
EQUIPMENT GROUNDING
CONDUCTOR
PROPOSED 600A METERED
SWITCHBOARD
GRND
TEMPORARY TERMINAL
BLOCK
NE
U
T
NEUTRAL TO
GROUND BOND
CONCRETE ENCASED
ELECTRODE PER NEC
250.52(A)(3)(1) OR (2)
GRND
GROUNDING ELECTRODE
5/8"X8'-0" COPPER CLAD
GROUND ROD INSTALLATION
PER NEC 250.52(A)(5), 250.53
(A) AND 250.68
ELECTRICAL DETAILS
E5
ELECTRICAL DETAILS
SCE ID:00002167308
CITY OF SANTA ANA
TRANSPORTATION CENTER
1000 E SANTA ANA BLVD,
SANTA ANA, CA 92701
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL: (800) 665-4555
S7
GG
MW
07/08/25HLSP/SLD
877.706.6858 www.NV5.com
03/02/26
12/02/2550% CONSTRUCTION DOCUMENTS
03/02/26100% CONSTRUCTION DOCUMENTS
NO SCALETERMINAL BLOCK DETAIL 1
1 EAEATON B-LINE B22SH120 HDG, 12GA, 10' LENGTHS
5 EAUV STABILIZED NYLON CABLE TIES (1/4" WIDTH)
1
2
3
1
BILL OF MATERIALS FOR DETAILS
ITEMREFERENCE
NUMBER QUANTITY
1 EAVYNCKIER VM554 ENCLOSURE
1 EAVYNCKIER BACKING PLATE VMBP55A
1 EATERMINAL BLOCK BUSSMANN 14004-6, 90A, #4-14 AWG CU, 600 VAC
2 EAB-LINE 1/4 X 1.25" 20 HHCS ZINC
2 EAB-LINE SPRING NUT, N224, 1/4-20
PVC ELECTRICAL
CONDUIT RISER
CONCRETE PAD
CONCRETE CURB,
WHEN APPLICABLE,
SEE PLAN
2'
-
0
'
'
(
M
I
N
)
1'
-
6
'
'
(
M
I
N
)
6'
-
0
'
'
(
M
I
N
)
FINISHED
SURFACE
PVC ELECTRICAL
CONDUIT RISER
SE
E
D
E
T
A
I
L
3
3
2
2
1.TERMINAL BLOCK AND TEMPORARY SUPPORT WILL BE REMOVED ONCE CHARGERS ARE
INSTALLED.
2.SECURELY FASTEN PVC CONDUIT TO CONDUIT SUPPORT WITH 1/4" WIDE UV STABILIZED
NYLON CABLE TIES. PROVIDE 1 TIE EVERY 12".
3.PARTS INCLUDING IN THE BILL OF MATERIALS ARE FOR 1 TEMPORARY TERMINAL BLOCK
ONLY. SEE ELECTRICAL CONDUIT PLAN FOR LOCATION AND COUNT.
NOTES:
SECTION A-A
SH
E
E
T
3
NO SCALE600A METERED SWITCHBOARD DETAILS (OR EQUIVALENT)2
28
"
14
"
68"
SECTION C-C
90
"
40
.
2
5
"
BO
L
T
34"34"
90
"
84
"
SIDE ELEVATIONFRONT ELEVATION
CONDUIT
AREA
BUS WORK
UTILITY
CONDUIT
AREA
VESTIBULE
ENCLOSURE DOORS
TO OPEN 170° MAX
NO SCALECHARGEPOINT CP6000 3
NOTE: CP6000 TO BE CAPPED AT 40FLA
NOTE: INCOMING SERVICE VOLTAGE WILL BE 240/120V 3Ø, 4W WITH CENTER TAP GROUND.
CHARGING STATIONS MUST BE CONNECTED TO L1 & L2 ONLY. DO NOT CONNECT
ANY PART OF THE SYSTEM TO L3, NEUTRAL IS NOT USED.
MEMORANDUM
To: Jason Kwak
Building Safety Manager
Date:
From:
Subject:
BUILDING PERMIT FOR CITY PROJECTS #26-6071 1000 E SANTA ANA BLVD,
As a part of City project #26-6071 1000 E SANTA ANA BLVD, SANTA ANA, CA 92701
(SARTC), electrical meters, pedestals, and (10) dual EVSE chargers will be installed.
Installation of the proposed work is anticipated to take place in July 2026, with City
Planning and Building inspection required prior to energizing.
Being that these are City projects, we are requesting that all fees be waived for the
subject properties.
If you have any questions or need additional information, please contact Michael Ortiz
at Ext. 5624.
________________________
Michael Ortiz
Deputy Public Works Director
Michael Ortiz (Mar 26, 2026 13:11:47 PDT)
MEMORANDUM - No Fee Memo - EVSE -
SARTC
Final Audit Report 2026-03-26
Created:2026-03-25
By:Hortencia Martinez (hmartinez@santa-ana.org)
Status:Signed
Transaction ID:CBJCHBCAABAAImzTn00rZikXw_X2PVgG7saLc1qeSlP3
"MEMORANDUM - No Fee Memo - EVSE - SARTC" History
Document created by Hortencia Martinez (hmartinez@santa-ana.org)
2026-03-25 - 6:12:06 PM GMT
Document emailed to mortiz@santa-ana.org for signature
2026-03-25 - 6:12:10 PM GMT
Email viewed by mortiz@santa-ana.org
2026-03-26 - 5:54:55 AM GMT
Signer mortiz@santa-ana.org entered name at signing as Michael Ortiz
2026-03-26 - 8:11:45 PM GMT
Document e-signed by Michael Ortiz (mortiz@santa-ana.org)
Signature Date: 2026-03-26 - 8:11:47 PM GMT - Time Source: server
Agreement completed.
2026-03-26 - 8:11:47 PM GMT