HomeMy WebLinkAbout2120 S Yale St - PlanDocusign Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68
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APPLICANT SITE NAME: �SEPH M Fy
CLEAN HARBORS U t y
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41 (SANTA ANA) * C 90999
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PROJECT: DRAWING DESCRIPTION:
CHARGING STATION FINAL CD 100
ADDITION
AERIAL MAP
SITE INFORMATION
CONSULTING TEAM
DRAWING INDEX
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SITE LOCATION � -
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SITE ADDRESS: 2t2o s YALE STREET
SANTA ANA, CA 92704
COUNTY: ORANGE
PROPERTY OWNER: SAFETY-KLEEN CORP.
INFORMATION:
LATITUDE: 33° 43'5.9334" N (NAD
LONGITUDE: 117°55'6.2718" W (NAD 83)A&E
GROUND ELEV: 53' AMSL
APPLICANT: AGI
5514 RIO VISTA DRIVE
CLEARWATER, FL 33760
(800) 877-7868 Ex. 4520
UTILITY COMPANY: SOUTHERN CALIFORNIA
EDISON
APN: 408-124-09, 408-124-10
ENGINEERING:
ssc.INc.
7171 WEST )STH STREET, SUITE 60)
OVERLAND PARK. KANSAS 66212
PHONE: (913) 439-7700
FAX: (913) 438-7777
SSC SITE ID: SSC-23473
PROJECT ID: P-036879C-1.2
CLIENT MANAGER:
DALLASPELLAND
PROJECT MANAGER:
DALLAS PELLAND
LEAD ENGINEER:
ROBERTJENSEN
LEAD ELECTRICAL :
SHELTON KEISLING
SHEET
NO.
SHEET TITLE
T-I.0
TITLE SHEET
C-1.0
OVERALL SITE PLAN
C-1.1
EXISTING SITE PLAN
ENLARGED SITE PLANS &ELEVATION (1 OF 2
C-1.3
ENLARGED SITE PLANS d ELEVATION (2 OF 2)SITE
C-2.0
FOUNDATION PLANS
C-3.0
EQUIPMENT DETAILS (I OF 5)
c-3.I
EQUIPMENT DETAILS (2 OF 5)
C_3.2
EQUIPMENT DETAILS (3 OF 5)
C-3.3
EQUIPMENT DETAILS (4 OF 5)
C-3.4
EQUIPMENT DETAILS (5 OF 5)
E-1.0
UTILITY PLAN
E-I. I
ENLARGED UTILITY PLAN - A
E-1.2
ENLARGED UTILITY PLAN - B
E-2.0
ELECTRICAL ONE -LINE DIAGRAM
E-2.1
PANEL SCIIEDULE
E-3.0
ELECTRICAL DETAILS
G-LO
GROUNDING DETAILS
SP-1.0
SPECIFICATIONS (1 OF 5)
SP-1.1
SPECIFICATIONS (2 OF 5)
SP-1.2
SPECIFICATIONS Q OF 5)
SP-2-0
SPECIFICATIONS (40F5)
SP 2.1
SPECIFICATIONS (5 OF 5)
PROJECT DESCRIPTION
JURISDICTION COMPLIANCE
• INSTALL (1) DC60Kw DISPENSER
• INSTALL (2) DUAL L2 DISPENSERS
• INSTALL (1) 400A, 208Y/120V PANELBOARD A"
• INSTALL (1) 150 KVA TRANSFORMER -T—A'
SAFETY INSTALL (4) 100A, 240V NONFUSIBLE SAFSWITCHES
• INSTALL (1) t00A, 600V NONFUSIBLE SAFETY SWITCH
• INSTALL (6) BOLLARDS
• INSTALL 2 EV SIGNAGE
O
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED
IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE
FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING
AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED
TO PERMIT WORK NOT CONFORMING TO THESE CODES.
1. 2022 CALIFORNIA BUILDING CODE ,
2. 2022 CALIFORNIA MECHANICAL CODE
3. ANSI/TIA-222 STRUCTURAL STANDARD
4. NFPA 780 — LIGHTNING PROTECTION CODE
5, 2022 CALIFORNIA ELECTRICAL CODE
Know what's below.
Call before you dig.
www.oa11811.00m
THE UTILITIES AS SHOWN ON THIS SET OF DRAWINGS WERE
DEVELOPED FROM THE INFORMATION AVAILABLE. THE INFORMATION
PROVIDED IS NOT IMPLIED NOR INTENDED TO BE THE COMPLETE
INVENTORY OF UTILITIES IN THIS AREA. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES
(WHETHER SHOWN OR NOT) AND PROTECT SAID UTILITIES FROM
ANY DAMAGE CAUSED BY CONTRACTOR'S ACTIVITIES.
ACCESSIBILITY EXCEPTION
NOTE:
PROJECT INSTALLATION QUALIFIES AS
AN EXCEPTION TO CBC SECTION
11B-228.3.2 AS LISTED IN CBC
UNDER SAME SECTION:
'EVCS NOT AVAILABLE TO THE
GENERAL PUBLIC AND INTENDED FOR
USE BY A DESIGNATED VEHICLE OR
DRIVER SHALL NOT BE IRED TO
COMPLY WITH SECTION 11EBU228.3.4.
EXAMPLES INCLUDE, BUT ARE NOT
LIMITED TO, EVCS SERVING PUBLIC
OR PRIVATE FLEET VEHICLES AND
EVCS ASSIGNED TO AN EMPLOYEE.'
REASON FOR EXCEPTION:
DISPENSER(S) ARE FOR EMPLOYEE
USE ONLY.
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ENGINEERING LICENSE:
STATE OF CALIFORNIA
ENGINEER: PE#: DISCIPLINE:
SDK SHELTON D. KEISLING 24647 ELECTRICAL E
DJW DAVID J WALDRON 25608 ELECTRICAL E
TMS TERRANCE M. SUPER 17150 ELECTRICAL E
Leanftbo!5-
PLANS PREPARED FOR:
AGI
PLANS PREPARED BY:
.N,
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SSC
DRAWING NOTICE:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, INC- AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
SUBMITTALS:
DATE
BY
REV
DESCRIPTION
ISSUED FOR REVIEW
11/22/24
ABT
0
REVISED PER CLIENT COMMENTS
12/13/24
ABT
1
REVISED PER CLIENT COMMENTS
01/28/25
DWO
2
REVISED PER CLIENT COMMENTS
09/05/25
TJM
3
REVISED PER AHJ COMMENTS
11/07/25
EDA
4
APPLICANT SITE NAME:
CLEAN HARBORS (SANTA ANA)
APPLICANT SITE NUMBER:
AGI-EV-0006
SITE ADDRESS:
2120 S YALE STREET
SANTA ANA, CA 92704
SHEET DESCRIPTION: -
TITLE SHEET
Docusion Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68
CONTRACTOR NOTE:
LINEWORK SHOWN ON PLAN IS TAKEN FROM
AERIAL IMAGERY IN LIEU OF SURVEY. CONTRACTOR
SHALL FIELD VERIFY ALL DIMENSIONS OF CURBING
AND AMENITIES, ESPECIALLY WITHIN THE VICINITY
OF PROJECT SCOPE, AND NOTIFY ENGINEER OF
RECORD OF ANY DISCREPANCIES FOUND.
_T
X X
X
I
1
C-1.3
X
Ln
D
m
o
EXISTING ASPHALT
PARKING LOT_/
o
1
X
C-1.2
N
0' 16' 32' 64' 96'
I I I I I
OVERALL SITE PLAN 1
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For
ENGINEERING LICENSE:
STATE OF CALIFORNIA
ENGINEER: PE#: DISCIPLINE:
SDK SHELTON D. KEISLING 24647 ELECTRICAL E
DJW DAVIDJ WALDRON 25608 ELECTRICAL E
TMS TERRANCE M. SUPER 17150 ELECTRICAL E
LeadarbM
PLANS PREPARED FOR:
AGI
PLANS PREPARED BY:
.wa1
r
SSC
DRAWING NOTICE:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, INC_ AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
SUBMITTALS:
DATE
BY
REV
DESCRIPTION
ISSUED FOR REVIEW
11/22/24
ABT
0
REVISED PER CLIENT COMMENTS
12/13/24
ABT
1
REVISED PER CLIENT COMMENTS
01/28/25
DWO
2
REVISED PER CLIENT COMMENTS
09/05/25
TJM
3
REVISED PER AHJ COMMENTS
11/07/25
EDA
4
APPLICANT SITE NAME:
CLEAN HARBORS (SANTA ANA)
APPLICANT SITE NUMBER:
AGI-EV-0006
SITE ADDRESS:
2120 S YALE STREET
SANTA ANA, CA 92704
SHEET DESCRIPTION:
SHEET#:
OVERALL
SITE PLAN
Docusiqn Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68
0
EXISTING ASPHALT
PARKING LOT
X
eo
X
I
X
X
a(I
0' 8' 16' 32' 48'
I I I I 1
TOTAL AREA LEGEND:
DISTURBED IMPERVIOUS AREA
390f SQ. FT
KEYED NOTES:
EAPPROX. 335 SQ. FT. DISTURBED IMPERVIOUS AREA
FOR PROPOSED AGI EQUIPMENT & CONDUIT ROUTING
APPROX. 55 SQ. FT. DISTURBED IMPERVIOUS AREA
FOR PROPOSED AGI EQUIPMENT & CONDUIT ROUTING
EXISTING SITE PLAN 1 1 1 1
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For
ENGINEERING LICENSE:
STATE OF CALIFORNIA
ENGINEER: PE#: DISCIPLINE:
SDK SHELTON D. KEISLING 24647 ELECTRICAL E
DJW DAVIDJ WALDRON 25608 ELECTRICAL E
TMS TERRANCE M. SUPER 17150 ELECTRICAL E
rleadarbM
PLANS PREPARED FOR:
AGI
PLANS PREPARED BY:
.N1
r
SSC
DRAWING NOTICE:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, INC_ AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
SUBMITTALS:
DATE
BY
REV
DESCRIPTION
ISSUED FOR REVIEW
11/22/24
ABT
0
REVISED PER CLIENT COMMENTS
12/13/24
ABT
1
REVISED PER CLIENT COMMENTS
01/28/25
DWO
2
REVISED PER CLIENT COMMENTS
09/05/25
TJM
3
REVISED PER AHJ COMMENTS
11/07/25
EDA
4
APPLICANT SITE NAME:
CLEAN HARBORS (SANTA ANA)
APPLICANT SITE NUMBER:
AGI-EV-0006
SITE ADDRESS:
2120 S YALE STREET
SANTA ANA, CA 92704
SHEET DESCRIPTION:
SHEET#:
EXISTING SITE
PLAN
C-1.1
Docusiqn Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68
KEYED NOTES:
PROPOSED DUAL L3 DISPENSER
F2PROPOSED BOLLARD (FURNISH & INSTALL
(TYP OF 2) (SEE SHEET C-3.2, DETAIL 1�
�3 EXISTING PANELBOARD "H1" (FIELD VERIFY)
�4 PROPOSED NONFUSIBLE SAFETY SWITCH
�5 PROPOSED WALL MOUNTED EV SIGN
DESIGNATED EMPLOYEE TABLE
STALL
EMPLOYEE
1A
STEPHEN G.
1 B
JAMIE M.
PROJECT INSTALLATION QUALIFIES AS AN EXCEPTION TO
CBC SECTION 11 B-228.3.2 AS LISTED IN CBC UNDER
SAME SECTION:
"EVCS NOT AVAILABLE TO THE GENERAL PUBLIC AND
INTENDED FOR USE BY A DESIGNATED VEHICLE OR
DRIVER SHALL NOT BE REQUIRED TO COMPLY WITH
SECTION 11 B-228.3.4. EXAMPLES INCLUDE, BUT ARE
NOT LIMITED TO, EVCS SERVING PUBLIC OR PRIVATE
FLEET VEHICLES AND EVCS ASSIGNED TO AN EMPLOYEE."
REASON FOR EXCEPTION: DISPENSER(S) ARE FOR
EMPLOYEE USE ONLY.
PARKING STALL LEGEND
DESCRIPTION
SYMBOL
PROPOSED L3 DISPENSER
v
, W n" W—o"
3
ENLARGED SITE PLAN — A
8
wv
0' 1' 2' 3' 4' 8' 12'
I EQUIPMENT ELEVATION — A 12 1
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ENGINEERING LICENSE:
STATE OF CALIFORNIA
ENGINEER: PE#: DISCIPLINE:
SDK SHELTON D KEISLING 24647 ELECTRICAL E
DJW DAVID J WALDRON 25608 ELECTRICAL E
THE TERRANCE M. SUPER 17150 ELECTR CAL E
Leadarbmr
PLANS PREPARED FOR:
AGI l
PLANS PREPARED BY:
�SSC
DRAWING NOTICE:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, INC_ AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
SUBMITTALS:
DESCRIPTION
DATE
BY
REV
ISSUED FOR REVIEW
11/22/24
ART
0
REVISED PER CLIENT COMMENTS
12/13/24
ART
1
REVISED PER CLIENT COMMENTS
01/28/25
DWO
2
REVISED PER CLIENT COMMENTS
09/05/25
TJM
3
REVISED PER AHJ COMMENTS
11/07/25
EDA
4
APPLICANT SITE NAME:
CLEAN HARBORS (SANTA ANA)
APPLICANT SITE NUMBER:
AGI-EV-0006
SITE ADDRESS.
2120 S YALE STREET
SANTA ANA, CA 92704
SHEET DESCRIPTION:
SHEET#:
ENLARGED SITE
PLANS &
C_1,2
ELEVATION (1 OF 2)
Docusiqn Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68
KEYED NOTES:
1 PROPOSED DUAL L2 DISPENSER
(TYP OF 2)
PROPOSED BOLLARD (FURNISH & INSTALL
(TYP OF 4) (SEE SHEET C-3.2, DETAIL 1)
2 l)
�3 EXISTING UTILITY TRANSFORMER
�4 PROPOSED PANELBOARD 'A"
5� PROPOSED TRANSFORMER "T—A"
PROPOSED 100A, 240V NONFUSIBLE SAFETY SWITCH
(TYP OF 4)
�7 PROPOSED UTILITY RACK (TYP OF 2)
PROPOSED EV SIGN POST
8 (SEE SHEET C-13, DETAIL 2)
�9 EXISTING MDP
10 PROPOSED PULL BOX (TYP OF 2)
PROPOSED ENCLOSURE
11 (M OF 2) (SEE SHEET C-3.4)
DESIGNATED EMPLOYEE TABLE
STALL
EMPLOYEE
to
ANDREW M.
1 B
BRIAN R.
O
DAVID F. / DEVIN K.
26
CURTIS B. / ANNA W.
PARKING STALL LEGEND
DESCRIPTION
SYMBOL
PROPOSED L2 DISPENSER
ENLARGED SITE PLAN — B
x
0 O I
c
O 0
N
x 0' 4' 8' 16' 24' 32'
I EQUIPMENT ELEVATION — B 12 1
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ENGINEERING LICENSE:
STATE OF CALIFORNIA
ENGINEER: PE* DISCIPLINE:
SDK SHELTON D. KEISLING 24647 ELECTRICAL E
DJW DAVIDJ WALDRON 25608 ELECTRICAL E
TMS TERRANCE M. SUPER 17150 ELECTRICAL E
Ieadarb'
PLANS PREPARED FOR:
AGI
PLANS PREPARED BY:
�SSC
DRAWING NOTICE:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, INC_ AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
SUBMITTALS:
DATE
BY
REV
DESCRIPTION
ISSUED FOR REVIEW
11/22/24
ABT
0
REVISED PER CLIENT COMMENTS
12/13/24
ABT
1
REVISED PER CLIENT COMMENTS
01/28/25
DWO
2
REVISED PER CLIENT COMMENTS
09/05/25
TJM
3
REVISED PER AHJ COMMENTS
11/07/25
EDA
4
APPLICANT SITE NAME:
CLEAN HARBORS (SANTA ANA)
APPLICANT SITE NUMBER:
AGI-EV-0006
SITE ADDRESS:
2120 S YALE STREET
SANTA ANA, CA 92704
SHEET DESCRIPTION:
ENLARGED SITE
SHEET#:
PLANS &
ELEVATION (2 OF 2)
Docusion Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68
x X
X
X
I� X
1
2 E-1.2
7/
D
m
I
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EXISTING ASPHALT
PARKING LOT
- J
X
N
0' 16' 32' 64' 96'
I I I I I
UTILITY PLAN 1
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11 /10/2025
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EF94D8ASB806407...
ENGINEERING LICENSE:
STATE OF CALIFORNIA
ENGINEER: PE#: DISCIPLINE:
SDK SHELTON D. KEISLING 24647 ELECTRICAL E
DJW DAVID J WALDRON 25608 ELECTRICAL E
TMS TERRANCE M. SUPER 17150 ELECTRICAL E
LeanHarbo!5-
PLANS PREPARED FOR:
AGI
PLANS PREPARED BY:
•r
SSC
DRAWING NOTICE:
THIS IS DRAWING HAS NOT BEEN PUBLISHED AND THE SOLE
PROPERTY OF SSC, INC_ AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
SUBMITTALS:
DATE
BY
REV
DESCRIPTION
ISSUED FOR REVIEW
11/22/24
ABT
0
REVISED PER CLIENT COMMENTS
12/13/24
ABT
1
REVISED PER CLIENT COMMENTS
01/28/25
DWO
2
REVISED PER CLIENT COMMENTS
09/05/25
TJM
3
REVISED PER AHJ COMMENTS
11/07/25
EDA
4
APPLICANT SITE NAME:
CLEAN HARBORS (SANTA ANA)
APPLICANT SITE NUMBER:
AGI-EV-0006
SITE ADDRESS:
2120 S YALE STREET
SANTA ANA, CA 92704
SHEET DESCRIPTION:
SHEET#:
UTILITY PLAN
E-1.0
Docusiqn Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68
EQUIPMENT NOTES:
1� PROPOSED DUAL L3 DISPENSER
lEXISTING 400A, 480Y/277V PANELBOARD '1-11"
(FIELD VERIFY LOCATION)
31 PROPOSED 100A, 600V NONFUSIBLE SAFETY SWITCH
CONDUIT ROUTING NOTES:
C1 1 1/4" CONDUIT FOR POWER FROM PANELBOARD "1-111" TO 100A
NONFUSIBLE SAFETY SWITCH
C2 1 1/4" CONDUrr FOR POWER FROM NONFUSIBLE SAFETY SWITCH
TO 6OKW DC DISPENSERS
PARKING STALL LEGEND
DESCRIPTION
SYMBOL
PROPOSED L3 DISPENSER
�Q
P P P P P
C1
2
ENLARGED UTILITY PLAN — A
a(I
0' 1' 2' 4' 6' 8'
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1
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EF94D8ASB806407...
ENGINEERING LICENSE:
STATE OF CALIFORNIA
ENGINEER: PE#: DISCIPLINE:
SDK SHELTON D. KEISLING 24647 ELECTRICAL E
DJW DAVID J WALDRON 25608 ELECTRICAL E
TMS TERRANCE M. SUPER 17150 ELECTRICAL E
LeanHarbo!5
PLANS PREPARED FOR:
AGI
PLANS PREPARED BY:
AM
•al
r
ssc
DRAWING NOTICE:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, INC_ AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
SUBMITTALS:
DATE
BY
REV
DESCRIPTION
ISSUED FOR REVIEW
11/22/24
ABT
0
REVISED PER CLIENT COMMENTS
12/13/24
ABT
1
REVISED PER CLIENT COMMENTS
01/28/25
DWO
2
REVISED PER CLIENT COMMENTS
09/05/25
TJM
3
REVISED PER AHJ COMMENTS
11/07/25
EDA
4
APPLICANT SITE NAME:
CLEAN HARBORS (SANTA ANA)
APPLICANT SITE NUMBER:
AGI-EV-0006
SITE ADDRESS:
2120 S YALE STREET
SANTA ANA, CA 92704
SHEET DESCRIPTION:
ENLARGED
UTILITY PLAN -
. I
LE -
A
Docusiqn Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68
EQUIPMENT NOTES:
1 PROPOSED DUAL L2 DISPENSER
(TYP OF 2)
�2 EXISTING MDP
�3 PROPOSED 150 KVA TRANSFORMER "T-A"
4 PROPOSED 100A, 240V NONFUSIBLE SAFETY SWITCH
(TYP OF 4)
�5 PROPOSED 400A, 20BY/120V PANELBOARD A"
�6 PROPOSED UTILITY RACK
�7 EXISTING HYDRANT
�8 EXISTING RISER
CONDUIT ROUTING NOTES:
2" CONDUIT FOR POWER FROM EXISTING MOP TO
C3 150KVA TRANSFORMER "T-A"
C4 4" CONDUIT FOR POWER FROM 150KVA
TRANSFORMER TO PANELBOARD "A"
C5 2" CONDUIT FOR POWER FROM PANELBOARD "A" TO
100A NONFUSIBLE SAFETY SWITCHES (VIA PULL BOX)
❑1" CONDUIT FOR POWER FROM 100A NONFUSIBLE
C6 SAFETY SWITCH TO L2 DISPENSER (TYP OF 4)
PANELBOARD NOTE:
CIRCUIT BREAKERS FEEDING L2 DISPENSERS SHALL BE
CAPABLE OF BEING LOCKED IN THE OPEN POSITION.
CONTRACTOR ALERT:
EXISTING UTILITIES RUNNING UP SIDE OF BUILDING.
CONTRACTOR TO USE EXTREME CAUTION WHEN
INSTALLING CONDUIT IN THESE AREAS.
PARKING STALL LEGEND
DESCRIPTION
SYMBOL
PROPOSED L2 DISPENSER
LINETYPE LEGEND
DESCRIPTION
SYMBOL
UTILITY POWER
— P P —
EXISTING FENCE
X X —
Cep
0' 4' 8' 16' 24'
I I I I I
I ENLARGED UTILITY PLAN — B 1 1 1
/ C5
A
o a P P P P P
ENLARGED UTILITY PLAN — C
N
0' 1' 2' 3' 4' 8' 12'
I I I I I I I
2
a i r�ry
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Planning and Building Age
11 /10/2025
Q d
SPE4RMITS ANC
KEISLING m
24647 �O
as erID:
ELECTRICAL �Q
9lFYOF CAL\F���
CSDoouSlg
6,vbvu bus m
EF94D8ASB806407...
ENGINEERING LICENSE:
STATE OF CALIFORNIA
ENGINEER: PE#: DISCIPLINE:
SDK SHELTON D. KEISLING 24647 ELECTRICAL E
DJW DAVID J WALDRON 25608 ELECTRICAL E
TMS TERRANCE M. SUPER 17150 ELECTRICAL E
Lemarb'o'r
PLANS PREPARED FOR:
AGI
PLANS PREPARED BY:
AM
•al
r
ssc
DRAWING NOTICE:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, INC_ AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
SUBMITTALS:
DATE
BY
REV
DESCRIPTION
ISSUED FOR REVIEW
11/22/24
ABT
0
REVISED PER CLIENT COMMENTS
12/13/24
ABT
1
REVISED PER CLIENT COMMENTS
01/28/25
DWO
2
REVISED PER CLIENT COMMENTS
09/05/25
TJM
3
REVISED PER AHJ COMMENTS
11/07/25
EDA
4
APPLICANT SITE NAME:
CLEAN HARBORS (SANTA ANA)
APPLICANT SITE NUMBER:
AGI-EV-0006
SITE ADDRESS:
2120 S YALE STREET
SANTA ANA, CA 92704
SHEET DESCRIPTION:
SHEET#:
ENLARGED
UTILITY PLANS
B, C
Docusign Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68
GENERAL NOTE:
CONTRACTOR SHALL INSTALL BELL END FITTINGS ON
ALL CONDUITS AFTER INSTALLATION
KEYED NOTES:
PROPOSED 4'-0* x 4'-0* PAD FOR L3 DISPENSER
(SEE SHEET C-3.1)
PROPOSED 2'-0* x 2'-0* PAD FOR L2 DISPENSER
(1YP OF 2) (SEE SHEET C-3.0)
PROPOSED BOLLARD FOUNDATION
3 (TYP OF 6) (SEE SHEET C-3.2, DETAIL 1)
SIGN POST FOUNDATION
EPROPOSED
4 (SEE SHEET C-3.3, DETAIL 2)
�5 PROPOSED UTILITY RACK (TYP OF 2)
ENCLOSURE
ElPROPOSED
(TYP OF 2) (SEE SHEET C-3.4)
3'-0"
v o
1
24'-0"
o
o
N
0' 1' 2' 3' 4' 8' 12'
DISPENSER FOUNDATION PLAN — A
1
2'-0"
O
I
co
O
I
m
O
(TYP)
O
2
s
6
`D
4
OD
5
0 n
UQ
t
(NP)
0
I
"
�
N
O' 12' 4' 8' 12' 16'
3
N ....
DISPENSER FOUNDATION PLAN — B
1
JINN
Y:
Planning and Building Age
Q� ESSIO
NC
terO0999
F %V
ENGINEERING LICENSE:
STATE OF CALIFORNIA
ENGINEER: PE#: DISCIPLINE:
SDK SHELTON D. KEISLING 24647 ELECTRICAL E
DJW DAVIDJ WALDRON 25608 ELECTRCAL E
TMS TERRANCE M. SUPER 17150 ELECTRICAL E
LeadarbM
PLANS PREPARED FOR:
AGI
PLANS PREPARED BY:
.N1
r
SSC
DRAWING NOTICE:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, INC_ AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
SUBMITTALS:
DATE
BY
REV
DESCRIPTION
ISSUED FOR REVIEW
11/22/24
ABT
0
REVISED PER CLIENT COMMENTS
12/13/24
ABT
1
REVISED PER CLIENT COMMENTS
01/28/25
DWO
2
REVISED PER CLIENT COMMENTS
09/05/25
TJM
3
REVISED PER AHJ COMMENTS
11/07/25
EDA
4
APPLICANT SITE NAME:
CLEAN HARBORS (SANTA ANA)
APPLICANT SITE NUMBER:
AGI-EV-0006
SITE ADDRESS:
2120 S YALE STREET
SANTA ANA, CA 92704
SHEET DESCRIPTION:
SHEET#:
FOUNDATION
PLANS
Docusion Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68
TYPE SS TYPE TA
TYPE HS
qV4
TYPE GT liao
TYPE PT TYPE HA
TYPE XA
It
TYPE GR
TYPE GL LUG TYPE VS
EXOTHERMIC CONNECTION DETAILS 1
FINISHED GRADE
W
CU. TO EQUIPMENT PER RISER DIAGRAM
Eq
UL USTED COMPRESSION
GROUND ROD CONNECTOR
OR EXOTHERMIC WELD
COPPER CLAD GROUND
ROD 5/8'0 x 8'-0' LONG
GROUND ROD DETAIL 3 DETAIL NOT USED 2
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Planning and Building Age
11 /10/2025
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24647 a
as erID:
ELECTRICAL �Q
DocuSlg 9lFY CA
LSI
EF94D8A5B80B407...
ENGINEERING LICENSE:
STATE OF CALIFORNIA
ENGINEER: PE#: DISCIPLINE:
SDK SHELTON D. KEISLING 24647 ELECTRICAL E
DJW DAVID J WALDRON 25608 ELECTRICAL E
TMS TERRANCE M. SUPER 17150 ELECTRICAL E
LeanHarbo!5
PLANS PREPARED FOR:
AGI
PLANS PREPARED BY:
AM
vs�T
sc
DRAWING NOTICE.
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, INC_ AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
SUBMITTALS:
DATE
BY
REV
DESCRIPTION
ISSUED FOR REVIEW
11/22/24
ABT
0
REVISED PER CLIENT COMMENTS
12/13/24
ABT
1
REVISED PER CLIENT COMMENTS
01/28/25
DWO
2
REVISED PER CLIENT COMMENTS
09/05/25
TJM
3
REVISED PER AHJ COMMENTS
11/07/25
EDA
4
APPLICANT SITE NAME:
CLEAN HARBORS (SANTA ANA)
APPLICANT SITE NUMBER:
AGI-EV-0006
SITE ADDRESS:
2120 S YALE STREET
SANTA ANA, CA 92704
SHEET DESCRIPTION: -
GROUNDING
DETAILS
Docusicln Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68
EXISTING MDP (600A, 480Y/277V, 30, 4W)
F- - - - - - - - - - - - - - - - - --
EXISTING
60OA/3P
L
L
40OA/3P
(EXISTING)
EXISTING PANELBOARD "H1"
(400A, 480Y/277V, 30, 4W)
100A
/3P
PROPOSED
10OA/3P
NONFUSIBLE
SAFETY SWITCHi
6
20OA/
2P
I-
150 KVA
TRANSFORMER'T-A"
(480V-208Y/120V,
30, 4W)
L_ T__
J
1. ALL EQUIPMENT TERMINATIONS ARE ASSUMED TO BE RATED 75 DEG C OR HIGHER. IF NOT, THEN CONDUCTOR SIZES SHALL BE ADJUSTED FOR
60 DEG C RATING PER NEC 110.14.(C)(1) WHERE APPLICABLE.
2. WIRE AND CABLE SHALL BE 60OV, TYPE THHN/THWN-2, UNLESS OTHERWISE INDICATED
3. ALL CONDUITS ACCESSIBLE TO THE GENERAL PUBLIC OR WHICH ARE SUSCEPTIBLE TO CAN BE DAMAGE SHALL BE RIGID GALVANIZED STEEL.
4. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED, LISTED, OR CERTIFIED BY A NATIONALLY RECOGNIZED TESTING LABORATORY ACCREDITED BY
THE UNITED STATES OCCUPATIONAL SAFETY HEALTH ADMINISTRATION.
5. THE AFOREMENTIONED STANDARDS IDENTIFY THE REQUIREMENTS MET BY THE EQUIPMENT, INCLUDING BUT NOT LIMITED TO:
• PROTECTION AGAINST ELECTRIC SHOCK
• OVERLOAD AND SHORT CIRCUIT PROTECTION
• FAULT PROTECTION
• DEGREES OF PROTECTION AGAINST ACCESS TO HAZARDOUS LIVE PARTS.
• INTERLOCK THAT DE -ENERGIZES THE ELECTRIC VEHICLE CONNECTOR WHENEVER THE ELECTRICAL CONNECTOR IS UNCOUPLED FROM THE
ELECTRIC VEHICLE.
AUTOMATIC DE-ENERGIZATION OF CHARGING CABLE UPON EXPOSURE TO STRAIN.
PANELBOARD "A" (400A, 208Y/12OV, 3�, 4W)
F- — — — — — — — — — — — — — — — — — — — — — — 7
400A/3P
2 I 111O0A/
N JJ
J
#1/0 STRANDED INSULATED COPPER �G — —
GROUNDING ELECTRODE CONDUCTOR — — -
(BOND TO EXISTING MAIN POWER (TYP) 3
SYSTEM GROUND OUTSIDE BUILDING) - 2"C
100A/ 1100A/ "100A/
2P /) 2P ) 2P
> 2"C
1"C (TYP) — —
PROPOSED 100A/2P�
NONFUSIBLE SAFETYI
SWITCH (TYP)
(TYP) 4
1 "C (TYP)
SOA L2 80A L2
NO.
FROM
TO
CONFIGURATION
FUNCTION
O1
EXISTING MDP
150KVA
TRANSFORMER
3#3/0 CU, #6 CU GND, 2"C
POWER FEEDER TO
"T-A"
*T-A"
TRANSFORMER
O2
150KVA
TRANSFORMER
PANELBOARD "A"
4-600 KCMIL CU, #1/0 CU SSBJ, 4"C
POWER FEEDER TO
"A"
`f-A"
PANELBOARD
3
O
PANELBOARD "A"
200A
NONFUSIBLE SAFETY
2#2 CU, 1#8 CU GND
POWER FEEDER TO
POWER FEIBLE SAFETY SWITCH
SWITCH
4
O
200A
NONFUSIBLE SAFETY
80A L2
DISPENSER
2#2 CU, 1#8 CU GND
POWER FEEDER TO
LEVEL 2 DISPENSER
SWITCH
OS
EXISTING
"H1°
100A
NONFUSIBLE
4#3 CU, #8 CU GND, 1 1/4" C
POWER FEEDER TO
PANELBOARD
SAFETY SWITCH
SAFETY SWITCH
O6
100A
NONFUSIBLE
60KW DC
DISPENSER
4#3 CU, #8 CU GND, 1 1/4" C
POWER FEEDER TO
DC DISPENSER
SAFETY SWITCH
CHARGER CHARGER
#1 #2
DUAL
DISPENSER
— — D WP PULL BOX (TYP)
80A L2 80A L2
CHARGER CHARGER
#3 #4
SERVICE SIZE (MDP) - 600 AMPS
DUAL
DISPENSER
MAXIMUM DEMAND - 69 KW OR 83 AMPS
(UTILITY BILL FROM JUNE, JULY & AUGUST 2024)
ADDED EV LOAD L2 CHARGERS (PANELBOARD 'A') = 66.56 KW
ADDED EV LOAD L3 CHARGER = 63 KW
TOTAL ADDED LOAD = 129.56 KW
-J
TOTAL LOAD - (69 x 125%) + (129.56 x 125%) = 248.2 KW (298.7 AMPS < 600 AMPS)
NOTE: AN ADDITIONAL LOAD STUDY FOR PANEL H1 IS NOT REQUIRED. IF WE ASSUME THAT
ALL 69 KW IS ON PANEL H1 THE TOTAL LOAD FOR PANEL H1 WOULD BE (69 x 125%) = 165KW (198 AMPS < 400 AMPS)
ELECTRICAL ONE —LINE DIAGRAM 1 1 1
a i riv
r:
Planning and Building Age
11 /10/2025
Q FS d
SffERMfTS I A N C
KEISLING
m
24647
as erID:
D TELECTRICAL2 �Q
Docu Signry/bytJF
S06v, US�In�
EF94D8A5B80B407
ENGINEERING LICENSE:
STATE OF CALIFORNIA
ENGINEER: PE#: DISCIPLINE:
SDK SHELTON D. KEISLING 24647 ELECTRICAL E
DJW DAVID J WALDRON 25608 ELECTR CAL E
TMS TERRANCE M. SUPER 17150 ELECTRICAL E
CLanHarbqr
PLANS PREPARED FOR:
AGI 1
PLANS PREPARED BY:
��.
SSC
DRAWING NOTICE:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, IN AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT iS FURNISHED.
SUBMITTALS:
DESCRIPTION
DATE
BY
REV
ISSUED FOR REVIEW
11/22/24
ART
0
REVISED PER CLIENT COMMENTS
12/13/24
ART
1
REVISED PER CLIENT COMMENTS
01/28/25
DWO
2
REVISED PER CLIENT COMMENTS
09/05/25
TJM
3
REVISED PER AHJ COMMENTS
11/07/25
EDA
4
APPLICANT SITE NAME:
CLEAN HARBORS (SANTA ANA)
APPLICANT SITE NUMBER:
AGI-EV-0006
SITE ADDRESS.
2120 S YALE STREET
SANTA ANA, CA 92704
SHEET DESCRIPTION:
SHEET#:
ELECTRICAL
E-2.0
ONE -LINE DIAGRAM
Docusiqn Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68
PANELBOARD NOTE:
CIRCUIT BREAKERS FEEDING L2 DISPENSERS SHALL BE
CAPABLE OF BEING LOCKED IN THE OPEN POSITION.
MAINS TYPE:
MCB
DISTRIBUTION TYPE:
120/208Y, 3-PH, 4-WIRE
PANEL NAME:
PANELBOARD "A"
MAINS RATING (A):
400
RATED FAULT CURRENT:
22 KAIC
STATUS:
NEW
BUS RATING (A):
400
RATING TYPE:
FULLY RATED
LOCATION:
OUTSIDE
ENCLOSURE:
NEMA 3R
SERVICE ENTRANCE RATED:
YES
SUPPLY FROM:
ITRANSFORMER "T-A"
MOUNTING:
H-FRAME
ISOLATED GND BAR:
INO
CKT
LOAD
TOTAL PER
PHASE
IN KVA
LOAD
CKT
L
R
HV
M
C
DESCRIPTION
NOTE
AMP
POLE
A
B
C
AN1P
POLE
NOTE
DESCRIPTION
L
R
HV
M
C
1
8.32
PROPOSED 80A L2 CHARGER
EVCS-01
100
2
16.64
100
2
PROPOSED 80A L2 CHARGER EVCS
02
8.32
2
3
8.32
16.64
8.32
4
5
8.32
PROPOSED 80A L2 CHARGER
EVCS-03
100
2
8.32
6
7
8.32
8.32
8
9
8.32
PROPOSED 80A L2 CHARGER
EVCS-04
100
2
8.32
10
11
8.32
8.32
12
TOTAL KVA =
24.96
24.96
16.64
66.56 TOTAL CONN KVA
TOTAL AMPS =
184.75 TOTAL CONN AMPS
208.0
208.0
138.7
DEMAND FACTOR
A
B
C TOTAL
NOTES
LIGHTING 1.25
0.00
0.00
0.00 0.00
FIRST 1 OKVA RECEPTACLES (3.33 KVA PER PHASE) 1.00
0.00
0.00
0.00 0.00
REMAINING RECEPTACLES 0.50
0.00
0.00
0.00 0.00
HVAC EQUIP 1.00
0.00
0.00
0.00 0.00
25% OF LARGEST MOTOR 0.25
0.00
0.00
0.00 0.00
MISCELLANEOUS 1.00
0.00
0.00
0.00 0.00
CONTINUOUS 1.25
31.20
31.20
20.80 83.20
TOTALS (KVA)
31.20
31.20
20.80 83.20
TOTALS (A)
260.00
260.00
173.33 230.94
1. PROVIDE EQUIPMENT WITH SUFFICIENT INTERRUPTING CAPACITY (AIC) REQUIRED FOR A
SAFE INSTALLATION. AIC RATING NOTED ON EACH PANELBOARD SCHEDULE IS MINIMUM
RATING ACCEPTED WITHOUT ADDITIONAL DOCUMENTATION THAT INDICATES OTHERWISE.
2. CIRCUITS SHALL BE REARRANGED AS REQUIRED TO MAINTAIN THE MOST BALANCED
LOADS ON EACH PHASE WITHIN EACH PANEL. PROVIDE TYPED PANEL DIRECTORY
PANEL SCHEDULE
a i riry
r:
Planning and Building Agel
11 /10/2025
Q FS d
SffEIR MRS A N C_
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_ m
J 24647 7O
as erlD:
DTELnkTRICAL
a �Q
DocuSigbub
6v ZSu"
CS
EF94D8A5B80B407...
ENGINEERING LICENSE:
STATE OF CALIFORNIA
ENGINEER: PE#: DISCIPLINE:
SDK SHELTON D. KEISLING 24647 ELECTRICAL E
DJW DAVID J WALDRON 25608 ELECTR CAL E
TMS TERRANCE M. SUPER 17150 ELECTRICAL E
Leafflarbo!5'
PLANS PREPARED FOR:
AGIl
PLANS PREPARED BY.
w%
ssc
DRAWING NOTICE:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF BBC. INC. AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING. THE BORROWER PROMISES AND
AGREES To RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED
SUBMITTALS:
DESCRIPTION
DATE
BY
REV
ISSUED FOR REVIEW
11/22/24
AST
0
REVISED PER CLIENT COMMENTS
12/13/24
AST
1
REVISED PER CLIENT COMMENTS
01/28/25
DWO
2
REVISED PER CLIENT COMMENTS
09/05/25
TJM
3
REVISED PER AHJ COMMENTS
11/07/25
EDA
4
APPLICANT SITE NAME:
CLEAN HARBORS (SANTA ANA)
APPLICANT SITE NUMBER:
AGI-EV-0006
SITE ADDRESS:
2120 S YALE STREET
SANTA ANA, CA 92704
SHEET DESCRIPTION:
SHEET#:
PANEL
SCHEDULE
Docusiqn Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68
I. ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE AND
THE LOCAL BUILDING CODES. ALL COMPONENTS SHALL BE U.L. LISTED.
2. ALL COMPONENTS SHALL BE AS SPECIFIED OR EQUIVALENT AS
APPROVED BY AGI
3. BELOW GRADE EXOTHERMIC CONNECTIONS ARE TYPE —TA.
CONDUIT (I11
(SEE ONE—LI
FOR SIZES A
NOTE:
1. WIDTH OF TRENCH WILL BE DETERMINED BY THE SIZE OF CONDUITS,
NUMBER OF CONDUITS, AND CONFIGURATION.
i SGFI. 4u IIIHIL
SAW CUT, THEN PATCH TO
MATCH EXISTING SURFACE FINISH
FINISH SURFACE, AC PAVING
CONCRETE, GRASS, ETC.
O I I I_I � I III —III III I I I
—III—III—III—III—III—�
JISTRUT (TM) III III-ITI=III_I I_I `�
—FUSIBLE DISCONNECT — I—III—III-I I I -I — RED WARNING ELECTRICAL TAPE
-III -III --
4TTACH TO UNISTRUT)
N III —III —III —III —III III
SELECT BACKFILL
9OX COMPACTION
SAND FILL
UTILITY RACK DETAIL 11 1 CONDUIT TRENCH DETAIL 12 1
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Planning and Building Age
11 /10/2025
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DocuSlg 9lFYOF CA
I
EF94D8ASB806407...
ENGINEERING LICENSE:
STATE OF CALIFORNIA
ENGINEER: PE#: DISCIPLINE:
SDK SHELTON D. KEISLING 24647 ELECTRICAL E
DJW DAVID J WALDRON 25608 ELECTRICAL E
TMS TERRANCE M. SUPER 17150 ELECTRICAL E
Lemarb'o'r
PLANS PREPARED FOR:
AG I
PLANS PREPARED BY:
��.
SSC
DRAWING NOTICE:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, INC_ AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
SUBMITTALS:
DATE
BY
REV
DESCRIPTION
ISSUED FOR REVIEW
11/22/24
ABT
0
REVISED PER CLIENT COMMENTS
12/13/24
ABT
1
REVISED PER CLIENT COMMENTS
01/28/25
DWO
2
REVISED PER CLIENT COMMENTS
09/05/25
TJM
3
REVISED PER AHJ COMMENTS
11/07/25
EDA
4
APPLICANT SITE NAME:
CLEAN HARBORS (SANTA ANA)
APPLICANT SITE NUMBER:
AGI-EV-0006
SITE ADDRESS:
2120 S YALE STREET
SANTA ANA, CA 92704
SHEET DESCRIPTION:
SHEET#:
ELECTRICAL
E-3.�
DETAILS
C-3.0
EQUIPMENT
DETAILS
(1 OF 5)
SITE ADDRESS:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, INC. AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
DRAWING NOTICE:
SHEET #:SHEET DESCRIPTION:
APPLICANT SITE NUMBER:
APPLICANT SITE NAME:
PLANS PREPARED BY:
PLANS PREPARED FOR:
CLEAN HARBORS (SANTA ANA)
AGI-EV-0006
2120 S YALE STREET
SANTA ANA, CA 92704
ENGINEERING LICENSE:
STAMP:
STATE OF CALIFORNIA
CERTIFICATE OF AUTHORIZATION
ENGINEER: PE#:DISCIPLINE:
SDK SHELTON D. KEISLING 24647 ELECTRICAL E
TMS TERRANCE M. SUPER 17150 ELECTRICAL E
SSC
REVDESCRIPTIONDATEBY
SUBMITTALS:
ISSUED FOR REVIEW 11/22/24 ABT 0
REVISED PER CLIENT COMMENTS 12/13/24 ABT 1
REVISED PER CLIENT COMMENTS 01/28/25 DWO 2
REVISED PER CLIENT COMMENTS 09/05/25 TJM 3
9/16/2025
Docusign Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68
10"
5"
� V
O
In 0
0
V
0
0
�V
O
11
1/4"
NOTE: ANCHOR PER MANUFACTURER'S RECOMMENDATION
EVP8SS BASEPLATE DETAIL
1
EVP8SS/EVP8DS
CABLE CLAMP DETAIL
2
GRAVEL NOTE:
GRAVEL SHALL BE NATURAL OR CRUSHED STONE
WITH 100 PERCENT PASSING 1 INCH SIEVE.
7"
(TYp)
2"0 CONDUIT
FOUNDATION NOTE:
MINIMUM SOIL BEARING CAPACITY OF 1500 PSF IS
ASSUMED IN ALL FOUNDATIONS AND SLAB AREAS. (GENERAL
=
a
CONTRACTOR SHALL VERIFY PRIOR TO CONSTRUCTION)
°Q.
- - - - _-
(BACK SIDE)
I
I
�
_ O
N
I
I
a I
° O °
-----------
I
O1 °
o
°.a
(2) #4 BARS EVENLY SPACED
K
-°
EACH WAY TOP AND BOTTOM
_j m
a
3" CLR a
J
¢)
3/4" CHAMFER J
c�
(TYP) o
o 1
d
N
(VEHICLE/CURB SIDE)
2'-0"
'N\\]
%��/j�/j��/�/�/j��/�/��
6" COMPACTED CRUSHED STONE
OR GRAVEL (SEE GRAVEL NOTE) ---I
i��i��,��//�/j��/j��
UNDISTURBED SOIL
EVP8SS/EVP8DS
CONCRETE PAD
4
EVP8SS DISPENSER DETAIL
3
JINN
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Planning and Building Age
Qmjo
NC
U ac
terO0999
F �V
ENGINEERING LICENSE:
STATE OF CALIFORNIA
ENGINEER: PE#: DISCIPLINE:
SDK SHELTON D KEISLING 24647 ELECTRICAL E
DJW DAVID J WALDRON 25608 ELECTRICAL E
TMS TERRANCE M. SUPER 17150 ELECTR CAL E
Leadarbo!3r
PLANS PREPARED FOR:
AGI l
PLANS PREPARED BY.
ARL
r
SSC
DRAWING NOTICE:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, INC- AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NCR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
SUBMITTALS:
DESCRIPTION
DATE
BY
REV
ISSUED FOR REVIEW
11/22/24
ART
0
REVISED PER CLIENT COMMENTS
12/13/24
ART
1
REVISED PER CLIENT COMMENTS
01/28/25
DWO
2
REVISED PER CLIENT COMMENTS
09/05/25
TJM
3
REVISED PER AHJ COMMENTS
11/07/25
EDA
4
APPLICANT SITE NAME:
CLEAN HARBORS (SANTA ANA)
APPLICANT SITE NUMBER:
AGI-EV-0006
SITE ADDRESS.
2120 S YALE STREET
SANTA ANA, CA 92704
SHEET DESCRI PTION:
SHEET#:
EQUIPMENT
DETAILS
(1 OF 5)
C-3.1
EQUIPMENT
DETAILS
(2 OF 5)
SITE ADDRESS:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, INC. AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
DRAWING NOTICE:
SHEET #:SHEET DESCRIPTION:
APPLICANT SITE NUMBER:
APPLICANT SITE NAME:
PLANS PREPARED BY:
PLANS PREPARED FOR:
CLEAN HARBORS (SANTA ANA)
AGI-EV-0006
2120 S YALE STREET
SANTA ANA, CA 92704
ENGINEERING LICENSE:
STAMP:
STATE OF CALIFORNIA
CERTIFICATE OF AUTHORIZATION
ENGINEER: PE#:DISCIPLINE:
SDK SHELTON D. KEISLING 24647 ELECTRICAL E
TMS TERRANCE M. SUPER 17150 ELECTRICAL E
SSC
REVDESCRIPTIONDATEBY
SUBMITTALS:
ISSUED FOR REVIEW 11/22/24 ABT 0
REVISED PER CLIENT COMMENTS 12/13/24 ABT 1
REVISED PER CLIENT COMMENTS 01/28/25 DWO 2
REVISED PER CLIENT COMMENTS 09/05/25 TJM 3
9/16/2025
Docusign Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68
GRAVEL NOTE:
GRAVEL SHALL BE NATURAL OR CRUSHED STONE
WITH 100 PERCENT PASSING 1 INCH SIEVE.
FOUNDATION NOTE:
MINIMUM SOIL BEARING CAPACITY OF 1500 PSF IS
ASSUMED IN ALL FOUNDATIONS AND SLAB AREAS. (GENERAL
CONTRACTOR SHALL VERIFY PRIOR TO CONSTRUCTION)
4'-0'
L
c
a
CONDUIT STUB —UP
6" COMPACTED CRUSHED STONE
OR GRAVEL (SEE GRAVEL NOTE)
BARS
NAY TOI
:HAMFEI
UNUI5TUK13EU 5UIL—
60KW DC DISPENSER & FOUNDATION DETAIL
1 1
ASPHALTIC
1'-0" SURFACE COURSE
SAW CUT LINE
AGGREGATE BASE
COURSE
a
JOINT SEALANT
(4) 3/8" GALVANIZED
M J BOLTS, F1554 GR.36
13.39"
(EMBED 2 3/4" MIN.)
9.25"
GRADE
TACK COAT
\ \ \ \ \ \ \ \ \
° 'dr-= =
OO (D
EXISTING
-A--
° < i
UNDISTURBED BASE
SAW CUT SECTION
--GS - fA
°
_
' °A
° °- ° - ° - -
_ __ ° a
O e
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L2
ASPHALTIC
SU RFACE COURSE
_-
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L1 ° ° rn 0)
iv.
oD L6
ASPHALTIC BASE COURSE
-day
TACK COAT
O O O O O O
0
SNIA
® ®
o 0 0 0 0 0 0 0
—JLV
GEOTEXTILE FABRIC PRIME COAT PER
PROVIDE STATE SPECIFICATIONS
LAGGREGATE
STRUCTURAL FILL BASE COURSE
AS REQUIRED PER STATE SPECIFICATIONS
PREPARED
SUBGRADE
ASPHALTIC PAVING SECTION
NOTE: ANCHOR PER MANUFACTURER'S RECOMMENDATION
DISPENSER CONDUIT STUB UP DETAIL
4
1 60KW DC DISPENSER — ANCHORING
131
ASPHALT REPAIR DETAIL
2
JINN
Y:
Planning and Building Age
Q� ESSIO
NC
terO0999
%V
ForIrki
ENGINEERING LICENSE:
STATE OF CALIFORNIA
ENGINEER: PE#: DISCIPLINE:
SDK SHELTON D. KEISLING 24647 ELECTRICAL E
DJW DAVIDJ WALDRON 25608 ELECTRICAL E
TMS TERRANCE M. SUPER 17150 ELECTRICAL E
LeadarbM
PLANS PREPARED FOR:
AGI
PLANS PREPARED BY:
.�1
r
SSC
DRAWING NOTICE:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, INC_ AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
SUBMITTALS:
DATE
BY
REV
DESCRIPTION
ISSUED FOR REVIEW
11/22/24
ABT
0
REVISED PER CLIENT COMMENTS
12/13/24
ABT
1
REVISED PER CLIENT COMMENTS
01/28/25
DWO
2
REVISED PER CLIENT COMMENTS
09/05/25
TJM
3
REVISED PER AHJ COMMENTS
11/07/25
EDA
4
APPLICANT SITE NAME:
CLEAN HARBORS (SANTA ANA)
APPLICANT SITE NUMBER:
AGI-EV-0006
SITE ADDRESS:
2120 S YALE STREET
SANTA ANA, CA 92704
SHEET DESCRIPTION:
EQUIPMENT
SHEET#:
DETAILS
C_3.1
(2 OF 5)
C-3.2
EQUIPMENT
DETAILS
(3 OF 5)
SITE ADDRESS:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, INC. AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
DRAWING NOTICE:
SHEET #:SHEET DESCRIPTION:
APPLICANT SITE NUMBER:
APPLICANT SITE NAME:
PLANS PREPARED BY:
PLANS PREPARED FOR:
CLEAN HARBORS (SANTA ANA)
AGI-EV-0006
2120 S YALE STREET
SANTA ANA, CA 92704
ENGINEERING LICENSE:
STAMP:
STATE OF CALIFORNIA
CERTIFICATE OF AUTHORIZATION
ENGINEER: PE#:DISCIPLINE:
SDK SHELTON D. KEISLING 24647 ELECTRICAL E
TMS TERRANCE M. SUPER 17150 ELECTRICAL E
SSC
REVDESCRIPTIONDATEBY
SUBMITTALS:
ISSUED FOR REVIEW 11/22/24 ABT 0
REVISED PER CLIENT COMMENTS 12/13/24 ABT 1
REVISED PER CLIENT COMMENTS 01/28/25 DWO 2
REVISED PER CLIENT COMMENTS 09/05/25 TJM 3
Clean
Harbors
Employee
Parking Stall
#
9/16/2025
Docusign Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68
CONE TOP TO DRAIN
4
10"
4" STD SCH 40
CONCRETE FILLED
STEEL PIPE
O
I
M
Clean
TYPOGRAPHY:
LARSSEIT BOLD
Harbors
• •
LETTER SPACING +25
FINISHED GRADE
COLOR: RAL 9016
/\\//\\
\\/\\/\\/\\/\\/\\
•
•
"TRAFFIC WHITE"
x
Parking
Stall
10
D_
CONCRETE CAST
ployee
I o
AGAINST UNDISTURBED
FILL OUT EMPLOYEE NAME
d'
SUBGRADE
Name>
ACCORDING TO TABLES ON
D
C-1.2 & C-1.3.
D
De
SPECIFICATIONS:
1'-0"
DIMENSIONS (WxH):
10" x 18"
(MIN)
MATERIAL
POWDER COATED
SPECIFICATIONS:
ALUMIUIMK
MATERIAL: STEEL
FINISH:
RAL 6012 SATIN FINISH
FINISH: PRIME AND PAINT OR INSTALL COVERS
GRAPHICS:
APPLIED VINYL OR DIRECT PRINTED
(EXTERIOR -GRADE)
COLORING: WHITE, RAL 9016
BOLLARD DETAIL
1
SIGNAGE
DETAIL
2
4'-0"
STENCIL NOTES:
1. USE ON ALL STANDARD & VAN ACCESSIBLE STALLS
WHERE APPLICABLE
2. EVCS STALL SHALL PROVIDE SURFACE MARKING
STATION "EV CHARGING ONLY" IN LETTER 12" HIGH
MIN. THE CENTER LINE OF THE TEXT SHALL BE A
MAX. OF 6" FROM THE CENTER LINE OF THE
STALL & ITS LOWER CORNER AT, OR LOWER SIDE
ALIGNED WITH, THE END OF THE STALL LENGTH.
of
3. BOTTOM OF STENCIL TO BE PLACE AT THE
LEADING EDGE OF THE PROPOSED STALL.
4. PROVIDE 4 1/2" SPACING BETWEEN STENCILS.
5. PAVEMENT MARKING TO BE PAINTED WHITE.
6. PAINT SHALL BE WATER BORNE OR SOLVENT
BORNE, COLORS AS SHOWN OR SPECIFIED HEREIN.
PAVEMENT MARKING PAINTS SHALL COMPLY WITH
APPLICABLE STATE AND LOCAL LAWS ENACTED TO
ENSURE COMPLIANCE WITH FEDERAL CLEAN AIR
STANDARDS. PAINT MATERIALS SHALL CONFORM TO
THE RESTRICTIONSOF THE LOCAL AIR POLLUTION
ROL
CON7.
WATER BORNE PAINT" PAINTS SHALL CONFORM TO
5'-11"
FS TT-P-1952.
8. SOLVENT BORNE PAINT: PAINT SHALL CONFORM TO
o
FS A-A-2886 OR AASHTO M248. PAINT SHALL BE
O
NON BLEEDING, QUICK DRYING, AND ALKYD
PETROLEUM BASE PAINT SUITABLE FOR TRAFFIC
BEARING SURFACE AND BE MIXED IN ACCORDANCE
3'-0"
WITH MANUFACTURER'S INSTRUCTIONS BEFORE
APPLICATION.
o
a
C/ O
DETAIL NOT
USED
4
STENCIL
DETAIL
3
I HIS
r:
Planning and Building Ager
Qusio
NC
terO0999
FOr
ENGINEERING LICENSE:
STATE OF CALIFORNIA
ENGINEER: PE#: DISCIPLINE:
SDK SHELTON D KEISLING 24647 ELECTRICAL E
DJW DAVID J WALDRON 25608 ELECTRICAL E
THE TERRANCE M. SUPER 17150 ELECTR CAL E
rlqanHarb'o!3r
PLANS PREPARED FOR:
AGI l
PLANS PREPARED BY:
�SSC
DRAWING NOTICE:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, INC- AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
SUBMITTALS:
DESCRIPTION
DATE
BY
REV
ISSUED FOR REVIEW
11/22/24
ART
0
REVISED PER CLIENT COMMENTS
12/13/24
ART
1
REVISED PER CLIENT COMMENTS
01/28/25
DWO
2
REVISED PER CLIENT COMMENTS
09/05/25
TJM
3
REVISED PER AHJ COMMENTS
11/07/25
EDA
4
APPLICANT SITE NAME:
CLEAN HARBORS (SANTA ANA)
APPLICANT SITE NUMBER:
AGI-EV-0006
SITE ADDRESS.
2120 S YALE STREET
SANTA ANA, CA 92704
SHEET DESCRIPTION:
SHEET#:
EQUIPMENT
DETAILS
(3 OF 5)
C-3.3
EQUIPMENT
DETAILS
(4 OF 5)
SITE ADDRESS:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, INC. AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
DRAWING NOTICE:
SHEET #:SHEET DESCRIPTION:
APPLICANT SITE NUMBER:
APPLICANT SITE NAME:
PLANS PREPARED BY:
PLANS PREPARED FOR:
CLEAN HARBORS (SANTA ANA)
AGI-EV-0006
2120 S YALE STREET
SANTA ANA, CA 92704
ENGINEERING LICENSE:
STAMP:
STATE OF CALIFORNIA
CERTIFICATE OF AUTHORIZATION
ENGINEER: PE#:DISCIPLINE:
SDK SHELTON D. KEISLING 24647 ELECTRICAL E
TMS TERRANCE M. SUPER 17150 ELECTRICAL E
SSC
REVDESCRIPTIONDATEBY
SUBMITTALS:
ISSUED FOR REVIEW 11/22/24 ABT 0
REVISED PER CLIENT COMMENTS 12/13/24 ABT 1
REVISED PER CLIENT COMMENTS 01/28/25 DWO 2
REVISED PER CLIENT COMMENTS 09/05/25 TJM 3
9/16/2025
Docusign Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68
SIGN (PROVIDED BY AGI)
(SEE SHEET C-3.2, DETAIL 2)
O
I
O
FINISHED GRADE
DETAIL NOT USED
1
D -
p4 4
D
D -
O �
a'
D
o Da CONCRETE CAST AGAINST
UNDISTURBED SUBGRADE
D_
D
D•
_ 4
D
s
� ;> D
1 —0"
(MIN)
SPECIFICATIONS:
MATERIAL: STEEL
FINISH: POWDER COATED — SEMI GLOSS
COLORING: COORDINATE W/ AGI/IANDLORD
DETAIL NOT USED
3
EV SIGNAGE DETAIL
2
JINN
Y:
Planning and Building Age
Q� ESSIO
NC
terO.0999
F %V
ENGINEERING LICENSE:
STATE OF CALIFORNIA
ENGINEER: PE#: DISCIPLINE:
SDK SHELTON D. KEISLING 24647 ELECTRICAL E
DJW DAVIDJ WALDRON 25608 ELECTRICAL E
TMS TERRANCE M. SUPER 17150 ELECTRICAL E
LeadarbM
PLANS PREPARED FOR:
AGI
PLANS PREPARED BY:
.N1
r
SSC
DRAWING NOTICE:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, INC_ AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
SUBMITTALS:
DATE
BY
REV
DESCRIPTION
ISSUED FOR REVIEW
11/22/24
ABT
0
REVISED PER CLIENT COMMENTS
12/13/24
ABT
1
REVISED PER CLIENT COMMENTS
01/28/25
DWO
2
REVISED PER CLIENT COMMENTS
09/05/25
TJM
3
REVISED PER AHJ COMMENTS
11/07/25
EDA
4
APPLICANT SITE NAME:
CLEAN HARBORS (SANTA ANA)
APPLICANT SITE NUMBER:
AGI-EV-0006
SITE ADDRESS:
2120 S YALE STREET
SANTA ANA, CA 92704
SHEET DESCRIPTION:
EQUIPMENT
SHEET#:
DETAILS
C-3.3
(4 OF 5)
CITY OF SANTA ANA
Docusiqn Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68
OCORNER, END, OR PULL POST: 3" STD SCH 40 PIPE.
O2 CORNER POST: CONCRETE FOUNDATION (MIN 2000 PSI ® 28 DAYS)
OGATE: SEE DETAIL 1
OTOP RAIL & BRACE RAIL: 1 1/2" STD SCH 40 PIPE.
O5 TIE WIRE: MINIMUM 11 GA GALVANIZED STEEL AT POSTS AND RAILS
A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG RINGS
SPACES AT 2'-0" INTERVALS (MAX).
O6 TENSION WIRE: 9 GA GALVANIZED STEEL.
O7 1 1/2" (MAX) CLEARANCE FROM GRADE.
OS FABRIC: 9 GA CORE WIRE SIZE 2" MESH.
O9 FENCE CORNER POST BRACE: 1 5/8*0 EACH CORNER, EACH WAY.
10 FINISHED GRADE SHALL BE UNIFORM AND LEVEL.
11 GEOTEXTILE FABRIC
FENCE POST INSTALLATION SCHEDULE
FOUNDATION
DIAMETER
FOUNDATION
DEPTH
POST
EMBEDMENT
LINE POST
0'-10"
3'-6"
3'-0"
TERMINAL POST
1'-0"
3'-6"
3'-0"
GATE POSTS
1'-6"
4'-0"
3'-6-
1. FENCE AND FOUNDATION DESIGN TO BE
COMPLETED BY LOCAL FENCING CONTRACTOR.
2. POST TO BE SET IN CONCRETE. CROWN TO
SHED WATER. FOOTING SIZE TO BE 1'-6"0 x
3'-0" DEPTH (MIN) OR AS REQUIRED BY
LOCAL CODE AND DESIGN REQUIREMENTS.
3. POST & GATE PIPE SIZES TO MEET INDUSTRY
STANDARDS. (HOT DIP GALVANIZED, ASTM A120
AND A123).
4. ALL OPEN POSTS SHALL HAVE END CAPS.
5. USE GALVANIZED HOG —RING WIRE TO MOUNT
ALL SIGNS.
STANDARD —STANDARD GAUGE
I FENCE, GATE, AND COMPOUND CROSS SECTION 12 1 GATE DETAIL 11 1
I HIS
r:
Planning and Building Age
usio
Q
NC
U
ac
terO0999
�V
F Or rh�
ENGINEERING LICENSE:
STATE OF CALIFORNIA
ENGINEER: PE#: DISCIPLINE:
SDK SHELTON D KEISLING 24647 ELECTRICAL E
DJW DAVID J WALDRON 25608 ELECTRICAL E
THE TERRANCE M. SUPER 17150 ELECTR CAL E
Leadarbo!3r
PLANS PREPARED FOR:
AGI l
PLANS PREPARED BY.
AR.
r
SSC
DRAWING NOTICE:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, IN AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
SUBMITTALS:
DESCRIPTION
DATE
BY
REV
ISSUED FOR REVIEW
11/22/24
ART
0
REVISED PER CLIENT COMMENTS
12/13/24
ART
1
REVISED PER CLIENT COMMENTS
01/28/25
DWO
2
REVISED PER CLIENT COMMENTS
09/05/25
TJM
3
REVISED PER AHJ COMMENTS
11/07/25
EDA
4
APPLICANT SITE NAME:
CLEAN HARBORS (SANTA ANA)
APPLICANT SITE NUMBER:
AGI-EV-0006
SITE ADDRESS.
2120 S YALE STREET
SANTA ANA, CA 92704
SHEET DESCRIPTION:
HEET#:
EQUIPMENT
DETAILS
[C-3.4
(5 OF 5)
FYI
SP-1.0SPECIFICATIONS
(1 OF 5)
SITE ADDRESS:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, INC. AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
DRAWING NOTICE:
SHEET #:SHEET DESCRIPTION:
APPLICANT SITE NUMBER:
APPLICANT SITE NAME:
PLANS PREPARED BY:
PLANS PREPARED FOR:
CLEAN HARBORS (SANTA ANA)
AGI-EV-0006
2120 S YALE STREET
SANTA ANA, CA 92704
ENGINEERING LICENSE:
STAMP:
STATE OF CALIFORNIA
CERTIFICATE OF AUTHORIZATION
ENGINEER: PE#:DISCIPLINE:
SDK SHELTON D. KEISLING 24647 ELECTRICAL E
TMS TERRANCE M. SUPER 17150 ELECTRICAL E
SSC
REVDESCRIPTIONDATEBY
SUBMITTALS:
ISSUED FOR REVIEW 11/22/24 ABT 0
REVISED PER CLIENT COMMENTS 12/13/24 ABT 1
REVISED PER CLIENT COMMENTS 01/28/25 DWO 2
REVISED PER CLIENT COMMENTS 09/05/25 TJM 3
9/16/2025
Docusign Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68
GENERAL REQUIREMENTS
SITE CLEARING/EROSION CONTROL
AND STATE REQUIREMENTS.
PART 1: GENERAL
PART 1: GENERAL
1.1 SUMMARY:
END OF SECTION
1.1 INTENT:
A. PROVIDE SITE —CLEARING AS REQUIRED TO COMPLETE WORK AS SHOWN ON
A. THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE
CONTRACT DOCUMENTS INCLUDING CLEARING, GRUBBING, STRIPPING, EROSION AND
DONE AND THE MATERIALS TO BE FURNISHED FOR CONSTRUCTION. PLANS ARE
SILTATION CONTROL, AND PROTECTION OF LANDSCAPE MATERIALS DESIGNATED TO
NOT TO BE SCALED.
BE PROTECTED DURING CONSTRUCTION.
B. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY
AND SUPPLEMENTARY, HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED OR
1 2 QUALITY ASSURANCE:
SPECIFIED ON ONE AND NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF
A. COMPLY WITH GOVERNING CODES AND REGULATIONS.
SHOWN, INDICATED OR SPECIFIED IN BOTH.
C. THE INTENTION OF DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS
B. SITE PROTECTION: PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM
REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE
COMMENCEMENT OF WORK UNTIL COMPLETION OF THE SUBCONTRACT
WORK AS STIPULATED IN THE CONTRACT.
D. CONFLICTS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL
C. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES,
MEASUREMENTS AT THE SITE BEFORE ORDERING MATERIALS OR DOING ANY WORK.
AND SHRUBS DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT
NO COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCES BETWEEN ACTUAL
EXISTING FACILITIES THAT ARE NOT DESIGNATED FOR REMOVAL FROM BEING
DIMENSIONS AND THOSE ON THE DOCUMENTS. ANY DISCREPANCY SHALL BE
DAMAGED BY THE WORK.
REPORTED TO THE OWNER OR THEIR AGENT FOR CONSIDERATION.
D. ANY AND ALL WASTE MATERIALS (E.G., CONCRETE WASTE) AND SOIL ARE
1.2 LICENSING REQUIREMENTS:
PROHIBITED FROM BEING DISCHARGED OFF OF THE WORK SITE AND/OR ENTERING
A. THE CONTRACTOR IS RESPONSIBLE FOR PROCUREMENT AND MAINTAINING ALL
STORM DRAINS.
APPLICABLE LICENSES AND BONDS.
PART 2: PRODUCTS
1.3 STORAGE:
A. ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY FASHION THAT DOES NOT
2.1 MATERIALS:
A. TREE PROTECTION, EROSION CONTROL, SILTATION CONTROL, AND DUST CONTROL
MATERIALS SUITABLE FOR SITE CONDITIONS.
OBSTRUCT THE FLOW OF OTHER WORK. ANY STORAGE METHOD MUST MEET ALL
RECOMMENDATIONS OF THE ASSOCIATED MANUFACTURER.
1.4 CLEAN UP:
PART 3: EXECUTION
A. THE CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATION OF WASTE
3.1 SITE CLEARING OPERATIONS:
A. PROTECTION OF EXISTING TREES, VEGETATION, LANDSCAPING, AND SITE
MATERIALS OR RUBBISH AT ALL TIMES.
IMPROVEMENTS NOT SCHEDULED FOR CLEARING WHICH MIGHT BE DAMAGED BY
1.5 QUALITY ASSURANCE:
CONSTRUCTION ACTIVITIES.
B. TRIMMING OF EXISTING TREES AND VEGETATION AS RECOMMENDED BY ARBORIST
A. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND
FOR PROTECTION DURING CONSTRUCTION ACTIVITIES.
FEDERAL REGULATIONS.
C. CLEARING AND GRUBBING OF STUMPS AND VEGETATION, AND REMOVAL AND
PART 2: PRODUCTS — NOT APPLICABLE TO THIS SECTION
DISPOSAL OF DEBRIS, RUBBISH, DESIGNATED TREES, AND SITE IMPROVEMENTS.
PART 3: EXECUTION — NOT APPLICABLE TO THIS SECTION
D. TOPSOIL STRIPPING AND STOCKPILING.
END OF SECTION
E. TEMPORARY EROSION CONTROL, SILTATION CONTROL, AND DUST CONTROL.
F. TEMPORARY PROTECTION OF ADJACENT PROPERTY, STRUCTURES, BENCHMARKS,
AND MONUMENTS.
G. WATERING OF TREES AND VEGETATION DURING CONSTRUCTION ACTIVITIES.
H. REMOVAL AND LEGAL DISPOSAL OF CLEARED MATERIALS.
I. MAINTAIN ALL EXISTING FENCING AND GATES TO MAINTAIN A SECURE SITE AT ALL
TIMES.
J. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS
AND SIMILAR DEVICES NECESSARY TO PROTECT LIFE AND PROPERTY DURING THE
ENTIRE PERIOD OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION
OF THE WORK.
3.2 CLEARING:
A. PREVENT DAMAGE TO EXISTING IMPROVEMENTS INDICATED TO REMAIN, INCLUDING
ON AND OFF SITE. PROTECT EXISTING TREES AND VEGETATION INDICATED TO
REMAIN. DO NOT STOCKPILE MATERIALS AND RESTRICT TRAFFIC WITHIN DRIP LINE
OF EXISTING TREES TO REMAIN OR THAT INTERFERE WITH ACCESS TO SITE.
PROVIDE AND MAINTAIN TEMPORARY GUARDS TO ENCIRCLE TREES OR GROUPS OF
TREES TO REMAIN; OBTAIN APPROVAL BEFORE BEGINNING WORK.
B. WATER VEGETATION AS REQUIRED TO MAINTAIN HEALTH. COVER TEMPORARILY
EXPOSED ROOTS WITH WET BURLAP AND BACKFILL AS SOON AS POSSIBLE. COAT
CUT PLANT SURFACES WITH APPROVED EMULSIFIED ASPHALT PLANT COATING.
C. REPAIR OR REPLACE VEGETATION DESIGNATED FOR REUSE, WHICH HAS BEEN
DAMAGED. REMOVE HEAVY GROWTHS OF GRASS BEFORE STRIPPING. STOCKPILE
SATISFACTORY TOPSOIL CONTAINING NO LARGE STONES, FOREIGN MATTER AND
WEEDS ON SITE FOR REUSE.
D. COMPLETELY REMOVE ALL IMPROVEMENTS, STUMPS AND DEBRIS EXCEPT FOR
THOSE INDICATED TO REMAIN. REMOVE BELOW GRADE IMPROVEMENTS AT LEAST 12"
BELOW FINISH GRADE SO AS NOT TO INTERFERE WITH NEW CONSTRUCTION.
REMOVE ABANDONED MECHANICAL AND ELECTRICAL WORK AS REQUIRED.
E. PREVENT EROSION AND SILTATION OF STREETS, CATCH BASINS AND PIPING.
CONTROL WINDBLOWN DUST. REMOVE WASTE MATERIALS AND UNSUITABLE SOIL
FROM SITE AND DISPOSE OF IN A LEGAL MANNER. ALL MATERIAL SHALL BE
CONTAINED BY APPROPRIATE CONTROLS.
F. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS
RESULTING FROM CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH
SUITABLE FILL AND COMPACT AS REQUIRED.
3.3 EROSION CONTROL:
A. PROVIDE EROSION AND SILTATION CONTROL AS REQUIRED TO MEET ALL LOCAL
I HIS
r:
Planning and Building Ager
Q� ESSIO
NC
terOO999
FOr
ENGINEERING LICENSE:
STATE OF CALIFORNIA
ENGINEER: PE#: DISCIPLINE:
SDK SHELTON D KEISLING 24647 ELECTRICAL E
DJW DAVID J WALDRON 25608 ELECTRICAL E
THE TERRANCE M. SUPER 17150 ELECTR CAL E
Leadarbo!3r
PLANS PREPARED FOR:
AGI l
PLANS PREPARED BY:
�SSC
DRAWING NOTICE:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, IN AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
SUBMITTALS:
DESCRIPTION
DATE
BY
REV
ISSUED FOR REVIEW
11/22/24
ART
0
REVISED PER CLIENT COMMENTS
12/13/24
ART
1
REVISED PER CLIENT COMMENTS
01/28/25
DWO
2
REVISED PER CLIENT COMMENTS
09/05/25
TJM
3
REVISED PER AHJ COMMENTS
11/07/25
EDA
4
APPLICANT SITE NAME:
CLEAN HARBORS (SANTA ANA)
APPLICANT SITE NUMBER:
AGI-EV-0006
SITE ADDRESS.
2120 S YALE STREET
SANTA ANA, CA 92704
SHEET DESCRIPTION:
SHEET#:
SPECIFICATIONS
(I OF 5)
SP-1.1SPECIFICATIONS
(2 OF 5)
SITE ADDRESS:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, INC. AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
DRAWING NOTICE:
SHEET #:SHEET DESCRIPTION:
APPLICANT SITE NUMBER:
APPLICANT SITE NAME:
PLANS PREPARED BY:
PLANS PREPARED FOR:
CLEAN HARBORS (SANTA ANA)
AGI-EV-0006
2120 S YALE STREET
SANTA ANA, CA 92704
ENGINEERING LICENSE:
STAMP:
STATE OF CALIFORNIA
CERTIFICATE OF AUTHORIZATION
ENGINEER: PE#:DISCIPLINE:
SDK SHELTON D. KEISLING 24647 ELECTRICAL E
TMS TERRANCE M. SUPER 17150 ELECTRICAL E
SSC
REVDESCRIPTIONDATEBY
SUBMITTALS:
ISSUED FOR REVIEW 11/22/24 ABT 0
REVISED PER CLIENT COMMENTS 12/13/24 ABT 1
REVISED PER CLIENT COMMENTS 01/28/25 DWO 2
REVISED PER CLIENT COMMENTS 09/05/25 TJM 3
9/16/2025
Docusign Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68
CAST -IN -PLACE -CONCRETE
2.2 SLUMP:
B.
PLACING CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301 AND ACI 304 AND
SHALL BE CARRIED OUT AT SUCH A RATE THAT THE CONCRETE PREVIOUSLY
PART
1: GENERAL
A.
THE MAXIMUM SLUMP SHALL NOT EXCEED 3" EXCEPT FOR CONCRETE TO BE
PLACED IS STILL PLASTIC AND INTEGRATED WITH THE FRESHLY PLACE CONCRETE.
PLACED IN FORMS 8" WIDE OR LESS, WHERE THE MAXIMUM SLUMP SHALL BE 4".
CONCRETING, ONCE STARTED, SHALL BE CARRIED ON AS A CONTINUOUS
OPERATION UNTIL THE SECTION IS COMPLETED. NO COLD JOINTS SHALL BE
1.1 SUMMARY:
B.
THE DETERMINATION OF SLUMP SHALL CONFORM TO ASTM C143.
ALLOWED.
A.
FURNISH AND INSTALL ALL CAST -IN -PLACE CONCRETE, REINFORCING AND
2,3 MIXING:
C.
CONSTRUCTION JOINTS: USE KEYWAYS, CONTINUE REINFORCEMENT THROUGH JOINT.
ACCESSORIES, AS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS.
1.2 SUBMITTALS:
A.
THE CONTRACTOR SHALL USE READY -MIXED CONCRETE, MIXED AND DELIVERED IN
D.
EXPANSION JOINTS: FOR EXTERIOR WORK, LOCATE AT 30'-0" O.C. MAXIMUM, AT
CONFORMANCE WITH ASTM C94.
APPROVED LOCATIONS. PROVIDE SMOOTH DOWELS ACROSS JOINT WHICH PERMIT 1"
A.
PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION
HORIZONTAL MOVEMENT AND NO VERTICAL SHEAR MOVEMENT.
INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED.
2.4 MIXTURES:
E.
ISOLATION JOINTS: PROVIDE BETWEEN SLABS AND VERTICAL ELEMENTS SUCH AS
B.
SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INDICATING MATERIAL CHARACTERISTICS,
A.
THE CONCRETE SHALL CONTAIN AN AIR -ENTRAINING ADMIXTURE COMPLYING WITH
COLUMNS AND STRUCTURAL WALLS.
DETAILS OF CONSTRUCTION, CONNECTIONS, AND RELATIONSHIP WITH ADJACENT
THE REQUIREMENTS OF ASTM C-260 AND ACI 212.1 R AND A WATER -REDUCING
CONSTRUCTION.
ADMIXTURE COMPLYING WITH THE REQUIREMENTS OF ASTM C-494 AND ACI
F.
CONTROL JOINTS: PROVIDE SAWN OR TOOLED JOINTS OR REMOVABLE INSERT
212.1R. ADMIXTURES SHALL BE PURCHASE AND BATCHED IN LIQUID SOLUTION.
STRIPS; DEPTH EQUAL TO 1/4" SLAB THICKNESS. SPACING SHALL BE AS
1. SHOP DRAWINGS SHALL BE PREPARED AND STAMPED BY A QUALIFIED
THE USE OF CALCIUM CHLORIDE OR AN ADMIXTURE CONTAINING CALCIUM
REQUIRED AND APPROVED.
ENGINEER LICENSED IN THE JURISDICTION OF THE PROJECT.
CHLORIDE IS PROHIBITED.
G.
ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED AND COMPACTED BY
C.
MIX DESIGN: SUBMIT FOR APPROVAL MIX DESIGN PROPOSED FOR USE.
B.
ADMIXTURES SHALL BE OF THE SAME MANUFACTURER TO ASSURE COMPATIBILITY.
VIBRATION, SPADING, RODDING, OR FORKING DURING THE OPERATION OF PLACING
AND DEPOSITING IN ACCORDANCE WITH ACI 309. THE CONCRETE SHALL BE
1.3 QUALITY
ASSURANCE:
C.
ACCEPTABLE MANUFACTURERS ARE:
WORKED AROUND REINFORCEMENT, EMBEDDED ITEMS, AND INTO THE CORNERS OF
THE FORMS SO AS TO ELIMINATE ALL AIR AND STONE POCKETS.
A.
COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF
1. W.R. GRACE 3. MASTER BUILDERS
ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR
2• SIKA GROUP 4. EUCLID CHEMICAL CO
SERVICE FOR A MINIMUM OF THREE YEARS. USE EXPERIENCED INSTALLERS.
DELIVER, HANDLE, STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S
2.5 CURING
COMPOUNDS
3.5 FINISHING:
B.
TESTING: EMPLOY AN INDEPENDENT TESTING AGENCY ACCEPTABLE TO OWNER TO
A.
CURING COMPOUNDS SHALL CONFORM TO ASTM C309, TYPE 1, ID, CLASS A
AND B AND ASTM C171 AS APPLICABLE
A.
FINISHING OF ALL SLABS SHALL BE IN ACCORDANCE WITH ACI 302.1; SECTION 7.2
DESIGN CONCRETE MIXES AND TO PERFORM MATERIAL EVALUATION TESTS. PROVIDE
WITH A MINIMUM OF THREE TROWELINGS.
4 AND 28 DAY CYLINDER TESTS. COMPLY WITH ASTM C 143, C 173, C 31 AND
PART
3: EXECUTION
C 39.
1. INTERIOR SLAB FINISH TOLERANCE AS MEASURED IN ACCORDANCE WITH ASTM
E 1155, SHALL HAVE AN OVERALL TEST F NUMBER FOR FLATNESS, FF=20
C.
STANDARDS
.
31 GENERAL
AND FOR LEVEL, FL=15. THE MINIMUM LOCAL NUMBER FOR FLATNESS, FF=15
AND FOR LEVEL, FL=10.
1. ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS.
A.
CONSTRUCT AND ERECT FORMWORK IN ACCORDANCE WITH ACI 301 ACI 347.
2• EXTERIOR SLAB FINISH SHALL BE FLAT (FF=20) AND SHALL BE SLOPED A
2. ACI 318, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AND
B.
COLD -WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306.
MINIMUM OF 1/8" PER FOOT TO A MAXIMUM OF 1/4" PER FOOT TO PREVENT
CRSI MANUAL OF STANDARD PRACTICE.
C.
HOT -WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305.
PONDING WATER.
PART
2: PRODUCTS
3.2 INSERTS.
EMBEDDED COMPONENTS AND OPENINGS:
B.
SURFACES OF SLABS SHALL RECEIVE TWO COATS OF CLEAR SEALER/HARDENER.
2.1 MATERIALS
A.
CONTRACTOR SHALL CHECK ALL CIVIL, ARCHITECTURAL, STRUCTURAL, AND
C.
ABOVE GRADE WALL SURFACES SHALL HAVE A SMOOTH FORM FINISH AS DEFINED
ELECTRICAL DRAWINGS FOR OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS AND
IN CHAPTER 10 OF ACI 301.
A.
MATERIALS SHALL CONFORM TO THE RESPECTIVE PUBLICATIONS AND OTHER
OTHER ITEMS TO BE BUILT INTO THE CONCRETE WORK.
REQUIREMENTS SPECIFIED HEREIN.
3.6 CURING:
B.
CEMENT: CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. CEMENT MAY BE
B.
COORDINATE THE WORK OF OTHER SECTIONS FORMING AND SETTING OPENINGS,
RECESSES, SLOTS, CHASES, ANCHORS, INSERTSS AND OTHER ITEMS TO BE
A.
FRESHLY DEPOSITED CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING
BAGGED OR BULK. CEMENT SHALL BE USED FROM ONLY ONE MILL THROUGHOUT
EMBEDDED.
AND EXCESSIVELY HOT OR COLD TEMPERATURES AND SHALL BE MAINTAINED WITH
PROJECT.
MINIMAL MOISTURE LOSS AT A RELATIVELY CONSTANT TEMPERATURE FOR A PERIOD
C.
EMBEDDED ITEMS SHALL BE SET ACCURATELY IN LOCATION, ALIGNMENT, ELEVATION,
OF TIME NECESSARY FOR THE HYDRATION OF THE CEMENT AND PROPER
C.
FINE AGGREGATE: FINE AGGREGATE SHALL CONFORM TO ASTM C33-08 AND SHALL
AND PLUMBNESS. LOCATE AND MEASURE FROM ESTABLISHED SURVEYED
HARDENING OF THE CONCRETE.
BE UNIFORMLY GRADED, CLEAN, SHARP, WASHED MATERIAL OR CRUSHED SAND,
REFERENCE BENCHMARKS.
FREE FROM ORGANIC IMPURITIES.
B.
CURING SHALL IMMEDIATELY FOLLOW THE FINISH OPERATION. CONCRETE SHALL BE
D.
EMBEDDED ITEMS SHALL BE ANCHORED INTO PLACE AS REQUIRED TO PREVENT
KEPT CONTINUOUSLY MOIST AT LEAST OVERNIGHT, IMMEDIATELY FOLLOWING THE
D.
COURSE AGGREGATE: COURSE AGGREGATE SHALL CONFORM TO ASTM C33-08 AND
MOVEMENT DURING CONCRETE PLACEMENT AND CONSOLIDATION. COMPONENTS
INITIAL CURING. BEFORE THE CONCRETE HAS DRIED, ADDITIONAL CURING SHALL BE
SHALL BE NATURAL WASHED GRAVEL OR WASHED CRUSHED ROCK HAVING HARD,
FORMING A PART OF A COMPLETE ASSEMBLY SHALL BE ALIGNED BEFORE
ACCOMPLISHED BY ONE OF THE FOLLOWING MATERIALS OR METHODS:
STRONG, DURABLE PIECES, FREE FORM ADHERENT COATINGS, THE MAXIMUM SIZE
ANCHORING. PROVIDE TEMPORARY BRACING, ANCHORAGE, AND TEMPLATES AS
OF COARSE AGGREGATE SHALL BE 3/4" IN ACCORDANCE WITH THE REQUIREMENTS
REQUIRED TO MAINTAIN THE SETTING AND ALIGNMENT.
1. PONDING OR CONTINUOUS SPRINKLING
OF ASTM C33-08; GRADATION SIZE NO. 67.
3.3 REINFORCEMENT
PLACEMENT:
2. ABSORPTIVE MAT OR FABRIC KEPT CONTINUOUSLY WET
E.
WATER: WATER USED IN THE CONCRETE MIX SHALL BE POTABLE, CLEAN, AND
FREE FROM OILS, ACIDS, SALTS, CHLORIDES, ALKALI, SUGAR, VEGETABLE, OR
A.
REINFORCEMENT SHALL BE PLACED IN ACCORDANCE WITH CHECKED AND RELEASED
3. NON -ABSORPTIVE FILM (POLYETHYLENE) OVER A PREVIOUSLY SPRINKLED
OTHER INJURIOUS SUBSTANCES.
DRAWINGS AND ACI 301 AND ACI 315; SECURELY WIRE -TIE REINFORCEMENT AT
SURFACE
ALL INTERSECTIONS.
F.
REINFORCING STEEL: ALL BARS ARE TO BE NEW BILLET STEEL CONFORMING TO
4. SAND OR OTHER COVERING KEPT CONTINUOUSLY WET
ASTM A615, GRADE 60. BENDING DETAILS ARE TO CONFORM TO THE STANDARDS
B.
ACCURATELY POSITION, SUPPORT AND SECURE REINFORCEMENT AGAINST
OF ACI 318.
DISPLACEMENT FROM FORMWORK CONSTRUCTION OR CONCRETE PLACEMENT AND
5. CONTINUOUS STEAM (NOT EXCEEDING 150 DEGREES F) OR VAPOR MIST BATH.
CONSOLIDATION. REINFORCING SHALL BE SUPPORTED ON METAL CHAIRS, RUNNERS,
G.
G
FORMS: THE FORMS SHALL BE TRUE AND RIGID AND CONFORM TO SHAPE, LINE
H
BOLSTERS, SPACERS, AND HANGERS.
6. SPRAYED -ON CURING COMPOUND APPLIED IN TWO COATES, SPRAYED IN
AND DIMENSIONS AS SHOWN ON THE DRAWINGS. ALL FORMS SHALL RIGIDLY
PERPENDICULAR DIRECTIONS.
CONSTRUCTED, BRACED AND TIED TO PREVENT ANY DEFLECTION OR DISPLACEMENT
C.
SPLICES OF REINFORCING BARS SHALL BE CLASS B UNLESS SHOWN OTHERWISE.
DURING PLACING OF CONCRETE. ALL EXPOSED CORNERS AND EDGES SHALL HAVE
SPLICES SHALL BE STAGGERED. FULL DEVELOPMENT LENGTH SHALL BE PROVIDED
C.
THE FINAL CURING SHALL CONTINUE UNTIL THE CUMULATIVE NUMBER OF DAYS OR
3/4" FILLETS. ALL JOINTS SHALL BE MORTAR TIGHT; OPEN JOINTS SHALL BE
ACROSS JOINTS.
FRACTION THEREOF, NOT NECESSARILY CONSECUTIVE, DURING WHICH TEMPERATURE
SEALED AS REQUIRED.
OF THE AIR IN CONTACT WITH CONCRETE IS ABOVE 50 DEGREES F HAS TOTALED
D.
LOCATE REINFORCING TO PROVIDE CONCRETE COVER AND SPACING SHOWN ON
SEVEN (7) DAYS. CONCRETE SHALL NOT BE PERMITTED TO FREEZE DURING THE
H.
CONCRETE:
THE DRAWINGS. MINIMUM COVER SHALL BE AS REQUIRED BY ACI 318.
CURING PERIOD. RAPID DRYING AT THE END OF THE CURING PERIOD SHALL BE
PREVENTED.
1. PROPORTIONING: CONCRETE SHALL CONFORM TO THE FOLLOWING:
E.
WELDING OF AND TO ANY REINFORCING MATERIALS INCLUDING TACK WELDING OF
CROSSING BARS IS STRICTLY PROHIBITED. BARS SHALL BE FREE OF FLAKY OR
END OF SECTION
a. CEMENT-6 SACKS PER CUBIC YARD, MINIMUM
SCALY RUST AT THE TIME THE CONCRETE IS PLACED.
b. WATER SHALL BE KEPT TO AN ABSOLUTE MINIMUM TO MAINTAIN SLUMP AS
3.4 CONCRETE
PLACEMENT:
SPECIFIED
A.
PRIOR TO PLACING CONCRETE, FORMS AND REINFORCEMENT SHALL BE
c. AGGREGATE; SAND FACTOR SHALL BE AS REQUIRED TO GIVE THE BEST
THOROUGHLY INSPECTED. ALL WOOD CHIPS, DIRT, ETC., AS WELL AS ALL
WORKABLE MIX WITHIN THE RANGE OF 46% TO 52% OF TOTAL AGGREGATE.
TEMPORARY BRACING, TIES, AND CLEATS REMOVED, AND ALL OPENINGS FOR
UTILITIES PROPERLY BOXED, ALL FORMS SHALL BE PROPERLY SECURED IN THEIR
d. STRENGTH-4,000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE
CORRECT POSITION AND MADE TIGHT. ALL REINFORCING AND EMBEDDED ITEMS
SHALL BE SECURED IN THEIR PROPER LOCATIONS.. ALL OLD AND DRY CONCRETE
e. ALL CONCRETE SHALL CONTAIN A WATER -REDUCING AGENT AND SHALL
AND DIRT SHALL BE CLEANED AND ALL STANDING WATER AND OTHER FOREIGN
HAVE THREE (3) TO FIVE (5) PERCENT ENTRAINED AIR.
MATTER REMOVED.
JIHiV
Y:
Planning and Building Ager
Q� usio
NC
terOO999
V
�
F
ENGINEERING LICENSE:
STATE OF CALIFORNIA
ENGINEER: PE#: DISCIPLINE:
SDK SHELTON D KEISLING 24647 ELECTRICAL E
DJW DAVID J WALDRON 25608 ELECTRICAL E
THE TERRANCE M. SUPER 17150 ELECTRICAL E
Leadarbo!3r
PLANS PREPARED FOR:
AGI l
PLANS PREPARED BY:
�SSC
DRAWING NOTICE:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, IN AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
SUBMITTALS:
DESCRIPTION
DATE
BY
REV
ISSUED FOR REVIEW
11/22/24
ART
0
REVISED PER CLIENT COMMENTS
12/13/24
ART
1
REVISED PER CLIENT COMMENTS
01/28/25
DWO
2
REVISED PER CLIENT COMMENTS
09/05/25
TJM
3
REVISED PER AHJ COMMENTS
11/07/25
EDA
4
APPLICANT SITE NAME:
CLEAN HARBORS (SANTA ANA)
APPLICANT SITE NUMBER:
AGI-EV-0006
SITE ADDRESS.
2120 S YALE STREET
SANTA ANA, CA 92704
SHEET DESCRIPTION:
SHEET#:
SPECIFICATIONS
SP-1.1
(2 OF 5)
SITE ADDRESS:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, INC. AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
DRAWING NOTICE:
SHEET #:SHEET DESCRIPTION:
APPLICANT SITE NUMBER:
APPLICANT SITE NAME:
PLANS PREPARED BY:
PLANS PREPARED FOR:
CLEAN HARBORS (SANTA ANA)
AGI-EV-0006
2120 S YALE STREET
SANTA ANA, CA 92704
ENGINEERING LICENSE:
STAMP:
STATE OF CALIFORNIA
CERTIFICATE OF AUTHORIZATION
ENGINEER: PE#:DISCIPLINE:
SDK SHELTON D. KEISLING 24647 ELECTRICAL E
TMS TERRANCE M. SUPER 17150 ELECTRICAL E
SSC
REVDESCRIPTIONDATEBY
SUBMITTALS:
ISSUED FOR REVIEW 11/22/24 ABT 0
REVISED PER CLIENT COMMENTS 12/13/24 ABT 1
REVISED PER CLIENT COMMENTS 01/28/25 DWO 2
REVISED PER CLIENT COMMENTS 09/05/25 TJM 3
SP-1.2SPECIFICATIONS
(3 OF 5)
9/16/2025
Docusign Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68
EARTH MOVING/EXCAVATION/BACKFILLING SECTION
D.
COMPACT MATERIALS AT THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY
F.
ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT BACKFILL MATERIAL
ASTM D 1557 BY AERATION OR WETTING TO 95% OF MAXIMUM DRY DENSITY TO
IN 8" MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED
PART
1: GENERAL
SUITABLE DEPTH.
SURFACE GRADE.
E.
PLACE ACCEPTABLE MATERIALS IN LAYERS NOT MORE THAN 8" LOOSE DEPTH FOR
G.
COMPACT FINAL TRENCH BACKFlLL TO A DENSITY EQUAL TO OR GREATER THAN
1.1 SUMMARY:
MATERIALS COMPACTED BY HEAVY EQUIPMENT AND NOT MORE THAN 4" LOOSE
EXISTING UNDISTURBED MATERIAL ADJACENT TO THE TRENCH BUT NO LESS THAN
A.
PROVIDE EARTHWORK OPERATIONS INCLUDING BUT NOT LIMITED TO EXCAVATION,
DEPTH FOR MATERIALS COMPACTED BY HAND EQUIPMENT TO SUBGRADES
A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE
GRADING, TRENCHING AND COMPACTION.
INDICATED AS FOLLOWS:
STANDARD PROCTOR TEST, ASTM D 698.
1. STRUCTURAL FILL: USE UNDER FOUNDATIONS, SLABS ON GRADE IN LAYERS AS
3.5 AGGREGATE
ACCESS ROAD (IF APPLICABLE):
1.2 QUALITY
ASSURANCE COMPACTION:
INDICATED.
A.
B
UNDER STRUCTURES, BUILDING SLABS, STEPS, PAVEMENTS, AND WALKWAYS, 95%
A.
CLEAR, GRUB, STRIP AND EXCAVATE FOR ACCESS ROAD TO THE LINES AND
MAXIMUM DENSITY, D 155
2. DRAINAGE FILL: USE UNDER DESIGNATED BUILDING SLABS, AT FOUNDATION
GRADES INDICATED ON DRAWINGS. SCARIFY TO A DEPTH OF 6" AND PROOF -ROLL
DRAINAGE AND ELSEWHERE AS INDICATED.
ALL HOLES, RUTS, SOFT PLACES AND OTHER DEFECTS.
1. GRADING TOLERANCES:
3. COMMON FILL: USE UNDER UNPAVED AREAS.
B.
THE ENTIRE SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95% OF THE
a. LAWNS, UNPAVED AREAS, AND WALKS, PLUS OR MINUS 1 ".
MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D
4. SUBBASE MATERIAL: USE UNDER GENERAL COMPOUND AREA. IF THICKNESS OF
1557.
LIFT IS GREATER THAN 6 SPREAD AND COMPACT THE CRUSHED STONE IN
b. KEEP SITE FREE FROM ANY PONDING WATER
MULTIPLE LIFTS OF EQUAL THICKNESS WITH A MAXIMUM LIFT OF 6"
C.
AFTER PREPARATION OF THE SUBGRADE IS COMPLETE, THE GEOTEXTILE FABRIC
c. GRADING TOLERANCE FOR FILL UNDER BUILDING OR EQUIPMENT SLABS:
(MIRAFI 50OX) SHALL BE INSTALLED TO THE LIMITS INDICATED ON DRAWINGS BY
PLUS OR MINUS 1/4" MEASURED WITH 10'-0" STRAIGHTEDGE.
F.
GRADE TO 1/2' ABOVE OR BELOW REQUIRED SUBGRADE AND TO A TOLERANCE OF
ROLLING THE FABRIC OUT LONGITUDINALLY ALONG ROADWAY. THE FABRIC SHALL
1/4" IN 10'-0".
NOT BE DRAGGED ACROSS THE SUBGRADE. PLACE THE ENTIRE ROLL IN A SINGLE
2. TESTING: FIELD TESTING OF EARTHWORK AND COMPACTION SHALL BE
OPERATION, AS SMOOTHLY AS POSSIBLE.
PERFORMED BY OWNER'S INDEPENDENT TESTING LAB. THIS WORK IS TO BE
G.
PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION. COMPACT AND
RE -GRADE SETTLED, DISTURBED AND DAMAGED AREAS TO RESTOREORE QUALITY,
1. OVERLAPS PARALLEL TO THE ROADWAY WILL BE PERMITTED AT THE
COORDINATED BY THE CONTRACTOR.
APPEARANCE, AND CONDITION.
CENTERLINE AND AT LOCATIONS BEYOND THE ROADWAY SURFACE WIDTH. NO
LONGITUDINAL OVERLAPS SHALL BE LOCATED BETWEEN THE CENTERLINE AND
3. ALL WORK SHALL BE INSPECTED AND RELEASED BY THE OWNER OR HIS
H.
CONTROL EROSION TO PREVENT RUNOFF INTO SEWERS OR DAMAGE TO AREAS.
THE SHOULDER. PARALLEL OVERLAPS SHALL BE A MINIMUM OF 3'-0" WIDE.
AGENT WHO SHALL CARRY OUT THE GENERAL INSPECTION OF THE WORK AS
SPECIFIED AND/OR CALLED OUT BY THE CONSTRUCTION DOCUMENTS. PROVIDE
I.
CONTROL DUST TO PREVENT HAZARDS TO ADJACENT PROPERTIES AND VEHICLES.
2. TRANSVERSE OR PERPENDICULAR OVERLAPS AT THE END OF A ROLL SHALL
A MINIMUM OF 48 HOURS NOTICE PRIOR TO ANY PLACEMENT OF CONCRETE
IMMEDIATELY REPAIR OR REMEDY DAMAGE CAUSED BY DUST INCLUDING AIR
OVERLAP IN THE DIRECTION OF THE AGGREGATE PLACEMENT (PREVIOUS ROLL
OR BACKFILLING OF TRENCHES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK
J.
FILTERS IN EQUIPMENT AND VEHICLES. CLEAN SOILED SURFACES.
DISPOSE OF WASTE AND UNSUITABLE MATERIALS OFF -SITE IN A LEGAL MANNER.
ON TOP) AND SHALL HAVE A MINIMUM LENGTH OF 3'-0".
3. ALL OVERLAPS SHALL BE PINNED WITH STAPLES OR NAILS BETWEEN 10" AND
THAT WOULD MAKE PARTS OF WORK INACCESSIBLE OR DIFFICULT TO INSPECT.
4. EXISTING UTILITIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES
3.2 BACKFlLL•
12" LONG TO INSURE POSITIONING DURING PLACEMENT OF AGGREGATE. PIN
OCCUPIED BY THE OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING
LONGITUDINAL SEAMS AT 25'-0" O.C. AND TRANSVERSE SEAMS EVERY 5'-0"
BY OWNER OR HIS AGENT AND THEN ONLY AFTER ACCEPTABLE TEMPORARY
A.
AS SOON AS PRACTICAL AFTER COMPLETING CONSTRUCTION OF THE RELATED
O.C.
UTILITY SERVICES HAVE BEEN PROVIDED.
STRUCTURE, INCLUDING THE SPECIFIED MINIMUM CURING PERIOD FOR
CAST -IN -PLACE CONCRETE, BACKFlLL THE EXCAVATION WITH APPROVED MATERIAL
D.
THE AGGREGATE BASE AND SURFACE COURSES SHALL BE CONSTRUCTED IN
PART
2: PRODUCTS
TO RESTORE THE REQUIRED FINISHED GRADE.
LAYERS OF AT LEAST 6' (COMPACTED) THICKNESS. AGGREGATE TO BE PLACED ON
GEOTEXTILE FABRIC AND SHALL BE END -DUMPED ON THE FABRIC FROM THE FREE
2.1 GENERAL
1. PRIOR TO PLACING BACKFlLL AROUND STRUCTURES, ALL FORMS SHALL HAVE
END OF THE FABRIC OR OVER PREVIOUSLY PLACED AGGREGATE. AT NO TIME
BEEN REMOVED AND THE EXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND
SHALL EQUIPMENT BE PERMITTED ON THE ROADWAY WITH LESS THAN 6" OF
A.
UTILITY TRENCH: PROVIDE WELL GRADED SAND (SW-SM) FROM BASE OF TRENCH
UNSUITABLE MATERIALS.
MATERIAL COVERING THE FABRIC.
TO MINIMUM ABOVE THE HIGHEST CONDUIT WITHIN TRENCH. REMAINDER OF
TRENCH AREA CAN BE EITHER AB 3 OR CLEAN GRAVEL AS DESCRIBED HEREIN.
2. BACKFlLL BY PLACING AND COMPACTING SUITABLE BACKFlLL MATERIAL OR
E.
THE AGGREGATE SHALL BE IMMEDIATELY COMPACTED TO NOT LESS THAN 95% OF
COMPACT AS REQUIRED TO PREVENT SETTLING.
SELECT GRANULAR BACKFlLL MATERIAL, WHEN REQUIRED IN UNIFORM
THE MAXIMUM DRY DENSITY AS PROVIDED BY THE PROCTOR TEST, ASTM D 1557
HORIZONTAL LAYERS OF NO GREATER THAN 8" LOOSE THICKNESS. WHERE
WITH A TAMPING ROLLER, A PNEUMATIC -TIRED ROLLER, OR WITH A VIBRATORY
B.
ACCESS ROADS: 6" MINIMUM (UNLESS NOTED OTHERWISE ON DRAWINGS)
HAND OPERATED COMPACTORS ARE USED, THE FILL MATERIAL SHALL BE
MACHINE OR ANY COMBINATION OF THE ABOVE. THE TOP LAYER SHALL BE GIVEN
COMPACTED AB 3 OR APPROVED EQUAL (UNWASHED CRUSHED LIMESTONE GRAVEL
PLACED IN LIFTS NOT TO EXCEED 4" IN LOOSE DEPTH.
A FINAL ROLLING WITH A THREE -WHEEL OR TANDEM ROLLER.
CONSISTING OF MULTIPLE AGGREGATE SIZES, ROCK CHIPS, AND ROCK DUST.)
3.6 FINISH
GRADING:
3. IF THE DENSITY TESTING INDICATES THAT THE SPECIFIED DENSITY, THE
C.
COMPOUND : 2 CONSTRUCTION NEW " THICK CLEAN GRAVEL, WITH 100% PASSING
( )
SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION
A.
PERFORM ALL GRADING TO PROVIDE SMOOTH, EVEN SURFACE DRAINAGE OF THE
THROUGH A 1' SIEVE OVER 4' COMPACTED AB 3.
REQUIREMENTS ARE MET UNLESS AUTHORIZED BY THE GPO -TECHNICAL
ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADING SHALL BE
ENGINEER. THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS
COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES.
D.
COMPOUND (EXISTING): PROVIDE CLEAN GRAVEL WITH 100% PASSING THROUGH A
NECESSARY TO OBTAIN PROPER COMPACTION.
1" SIEVE AS REQUIRED TO BRING COMPOUND TO PROPER GRADE OR REPAIR
B.
COMPACT EACH LAYER OF BACKFlLL TO A MINIMUM OF 95% OF THE MAXIMUM DRY
B.
UTILIZE SATISFACTORY FILL MATERIALS RESULTING FROM THE EXCAVATION WORK IN
EXISTING DAMAGED AREAS.
DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D 698.
THE CONSTRUCTION OF FILLS, EMBANKMENTS AND FOR THE REPLACEMENT OF
REMOVED UNSUITABLE MATERIALS.
E.
STRUCTURAL FILL: PROVIDE 4" MINIMUM AB 3 BELOW STRUCTURES OR SLABS
3.3 TRENCH
EXCAVATION:
C.
ACHIEVE FINISHED GRADE BY PLACING A MINIMUM OF 6" OF AB 3 ON TOP OF
2.2 MATERIALS:
A.
UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON
SOIL STABILIZER FABRIC.
THE DRAWINGS OR AS DIRECTED BY THE OWNER OR HIS AGENT. PROVIDE
A.
GEOTEXTILE FABRIC: PROVIDE MIRAFI 50OX OR APPROVED EQUAL
SHORING, SHEETING AND BRACING AS REQUIRED TO PREVENT CAVING OR
D.
REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE
SLOUGHING OF THE TRENCH WALLS.
OF THIS WORK TO THEIR ORIGINAL CONDITION.
B.
PLASTIC MARKING TAPE: SHALL BE ACID AND ALKALI RESISTANT POLYETHYLENE
FILM SPECIFICALLY MANUFACTURED FOR MARKING AND LOCATING UNDERGROUND
B.
EXTEND THE TRENCH WIDTH A MINIMUM OF 6" BEYOND THE OUTSIDE EDGE OF
END OF SECTION
UTILITIES, 6" WIDE WITH A MINIMUM THICKNESS OF 0.004". TAPE SHALL HAVE
THE OUTER -MOST CONDUIT.
MINIMUM STRENGTH OF 1500 PSI IN BOTH DIRECTIONS AND MANUFACTURED WITH
INTEGRAL WIRES OR OTHER MEANS TO ENABLE DETECTION BY A METAL DETECTOR
C.
WHEN SOFT, YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE
WHEN BURIED UP TO 3'-0" DEEP. THE CORE OF THE TAPE SHALL BE ENCASED
ENCOUNTERED, BACKFlLL AT THE REQUIRED TRENCH TO A DEPTH OF NO LESS
IN A PROTECTIVE JACKET OR OTHER MEANS TO PROTECT FROM CORROSION. TAPE
THAN 12" BELOW THE REQUIRED ELEVATION AND BACKFlLL WITH GRANULAR
COLOR SHALL BE RED FOR ELECTRIC UTILITIES AND ORANGE FOR
BEDDING MATERIAL
TELECOMMUNICATION
PART
3: EXECUTION
3.4 TRENCH
BACKFlLL:
A.
PROVIDE GRANULAR BEDDING MATERIAL (WELL GRADED SAND) IN ACCORDANCE
3.1 INSTALLATION:
WITH THE DRAWINGS AND THE UTILITY REQUIREMENTS.
A.
PRIOR TO EXCAVATING, THOROUGHLY EXAMINE AREA TO BE EXCAVATED AND/OR
B.
NOTIFY THE OWNER OR HIS AGENT 24 HOURS IN ADVANCE OF BACKFILLING.
TRENCHED TO VERIFY THE LOCATIONS OF FEATURES ON THE DRAWINGS AND TO
ASCERTAIN THE EXISTENCE OF ANY STRUCTURE NOT SHOWN THAT MIGHT
C.
CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFlLL AND COMPACT
INTERFERE WITH NEW CONSTRUCTION. NOTIFY THE OWNER OR HIS AGENT OF ANY
TRENCH BEFORE ACCEPTANCE TESTING.
OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED
ON THE DRAWINGS.
D.
PLACE GRANULAR TRENCH BACKFlLL UNIFORMLY ON BOTH SIDES OF THE
CONDUITS IN 6' UNCOMPACTED LIFTS UNTIL 6" OVER THE CONDUITS. SOLIDLY RAM
B.
EXCAVATION IS UNCLASSIFIED AND INCLUDES EXCAVATION TO SUBGRADE
AND TAMP BACKFlLL INTO SPACES AROUND CONDUITS.
REGARDLESS OF MATERIALS. REPAIR EXCAVATIONS BEYOND ELEVATIONS AND
DIMENSIONS INDICATED AS REQUIRED.
E.
PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED
LOADING.
C.
MAINTAIN STABILITY OF EXCAVATIONS; COORDINATE SHORING AND BRACING AS
REQUIRED BY AUTHORITIES HAVING JURISDICTION. PREVENT SURFACE AND
SUBSURFACE WATER FROM ACCUMULATING IN EXCAVATIONS. STOCKPILE
SATISFACTORY MATERIALS FOR REUSE, ALLOW FOR PROPER DRAINAGE.
JIHIV
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Planning and Building Ager
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F
ENGINEERING LICENSE:
STATE OF CALIFORNIA
ENGINEER: PE#: DISCIPLINE:
SDK SHELTON D KEISLING 24647 ELECTRICAL E
DJW DAVID J WALDRON 25608 ELECTRICAL E
THE TERRANCE M. SUPER 17150 ELECTRICAL E
rlqanHarbo!3r
PLANS PREPARED FOR:
AGI 461.
PLANS PREPARED BY:
�SSC
DRAWING NOTICE:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, INC_ AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
SUBMITTALS:
DESCRIPTION
DATE
BY
REV
ISSUED FOR REVIEW
11/22/24
ART
0
REVISED PER CLIENT COMMENTS
12/13/24
ART
1
REVISED PER CLIENT COMMENTS
01/28/25
DWO
2
REVISED PER CLIENT COMMENTS
09/05/25
TJM
3
REVISED PER AHJ COMMENTS
11/07/25
EDA
4
APPLICANT SITE NAME:
CLEAN HARBORS (SANTA ANA)
APPLICANT SITE NUMBER:
AGI-EV-0006
SITE ADDRESS.
2120 S YALE STREET
SANTA ANA, CA 92704
SHEET DESCRIPTION'
SHEET#�
SPECIFICATIONS
SP-1.2
(3 OF 5)
SP-2.0SPECIFICATIONS
(4 OF 5)
SITE ADDRESS:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, INC. AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
DRAWING NOTICE:
SHEET #:SHEET DESCRIPTION:
APPLICANT SITE NUMBER:
APPLICANT SITE NAME:
PLANS PREPARED BY:
PLANS PREPARED FOR:
CLEAN HARBORS (SANTA ANA)
AGI-EV-0006
2120 S YALE STREET
SANTA ANA, CA 92704
ENGINEERING LICENSE:
STAMP:
STATE OF CALIFORNIA
CERTIFICATE OF AUTHORIZATION
ENGINEER: PE#:DISCIPLINE:
SDK SHELTON D. KEISLING 24647 ELECTRICAL E
TMS TERRANCE M. SUPER 17150 ELECTRICAL E
SSC
REVDESCRIPTIONDATEBY
SUBMITTALS:
ISSUED FOR REVIEW 11/22/24 ABT 0
REVISED PER CLIENT COMMENTS 12/13/24 ABT 1
REVISED PER CLIENT COMMENTS 01/28/25 DWO 2
REVISED PER CLIENT COMMENTS 09/05/25 TJM 3
Docusign Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68
ELECTRICAL
PART 1: GENERAL
2.2 MATERIALS AND EQUIPMENT:
1.1 GENERAL CONDITIONS:
A. THE CONTRACTOR SHALL INSPECT THE SITE WHERE THIS WORK IS TO BE
A. CONDUIT:
PERFORMED AND FULLY FAMILIARIZE HIMSELF WITH ALL CONDITIONS RELATED TO
THIS PROJECT.
1. RIGID GALVANIZED STEEL CONDUIT (RGS) SHALL BE HOT -DIP GALVANIZED
INSIDE AND OUTSIDE INCLUDING ENDS AND THREADS AND ENAMELED OR
B. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND LICENSES AND
LACQUERED INSIDE IN ADDITION TO GALVANIZING.
SHALL MAKE ALL DEPOSITS AND PAY ALL FEES REQUIRED FOR THE PERFORMANCE
OF WORK UNDER THIS SECTION.
2. FLEXIBLE METAL CONDUIT SHALL BE GALVANIZED, ZINC -COATED STEEL, PVC
COATED FOR OUTDOOR APPLICATIONS.
C. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS
COVERED UNDER THIS SECTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS.
3. CONDUIT CLAMPS, STRAPS AND SUPPORTS SHALL BE STEEL OR MALLEABLE
DRAWINGS SHALL NOT BE SCALED TO DETERMINE DIMENSIONS.
IRON. ALL FITTINGS SHALL BE COMPRESSION TYPE AND WATERTIGHT.
1.2 LAWS. REGULATIONS, ORDINANCES. STATUTES AND CODES:
4. NON-METALLIC CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PVC,
HEAVY -WALL RIGID WITH SOLVENT -CEMENT -TYPE JOINTS AS RECOMMENDED BY
A. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL
THE MANUFACTURER.
CODE, AND ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES
AND CODES.
B. WIRE AND CABLE:
1.3 REFERENCES:
1. WIRE AND CABLE SHALL BE FLAME-RETARDANT, MOISTURE AND HEAT
RESISTANT THERMOPLASTIC, SINGLE CONDUCTOR, COPPER, TYPE
A. THE PUBLICATIONS LISTED BELOW FORM PART OF THIS SPECIFICATION. EACH
THHN/THWN-2, 600 VOLT, SIZES AS INDICATED, #12 AWG MINIMUM.
PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE
DATE THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION UNLESS NOTED
2. #10 AWG AND SMALLER CONDUCTORS SHALL BE SOLID AND #8 AWG AND
OTHERWISE. EXCEPT AS MODIFIED BY THE REQUIREMENTS SPECIFIED HEREIN OR
LARGER CONDUCTORS SHALL BE STRANDED.
THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL
CONFORM TO THE APPLICABLE PROVISIONS OF THESE PUBLICATIONS.
3. SOLDERLESS, PRESSURE -TYPE CONNECTORS CONSTRUCTED OF
HIGH -STRENGTH, NON -CORRODIBLE, TIN-PLATED COPPER DESIGNED TO
1. NEC (NATIONAL ELECTRICAL CODE)
FURNISH HIGH -PULLOUT STRENGTH AND HIGH CONDUCTIVITY JOINTS SHALL BE
USED.
2. ANSI/IEEE (AMERICAN NATIONAL STANDARDS INSTITUTE)
4. SUPPORT GRIPS SHALL BE SINGLE WEAVE, CLOSED MESH, HIGH-GRADE, NON-
3. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS)
MAGNETIC, TIN -COATED BRONZE CAPABLE OF SUPPORTING TEN TIMES THE
CABLE DEAD WEIGHT, HUBBELL KELLEMS OR APPROVED EQUAL.
4. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS)
C. DISCONNECT SWITCHES:
5. ICEA (INSULATED CABLE ENGINEERS ASSOCIATION)
1. DISCONNECT SWITCHES SHALL BE HEAVY DUTY, DEAD -FRONT, QUICK -MAKE,
6. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION)
QUICK -BREAK, EXTERNALLY OPERABLE, HANDLE LOCKABLE AND INTERLOCKED
WITH COVER IN CLOSED POSITION, RATING AS INDICATED, UL LABELED
7. NFPA NATIONAL FIRE PROTECTION ASSOCIATION)
( )
FURNISHED IN NEMA 3R ENCLOSURE, SQUARE D CLASS 3110 OR APPROVED
EQUAL.
8. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION)
D. SYSTEM GROUNDING:
9. UL (UNDERWRITERS LABORATORIES, INC.)
1. GROUNDING CONDUCTOR SHALL BE SOLID TINNED BARE COPPER, SIZE AS
INDICATED, EXCEPT ABOVE GROUND GROUNDING CONDUCTORS SHALL BE
1.4 SCOPE OF WORK:
STRANDED INSULATED.
A. WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL
2. GROUND BUSSES SHALL BE GALVANIZED STEEL BARS OF RECTANGULAR CROSS
AND ASSOCIATED SERVICES REQUIRED TO COMPLETELY CONSTRUCT AND LEAVE
SECTION.
READY FOR OPERATION SYSTEMS AS SHOWN ON THE DRAWINGS AND HEREIN
DESCRIBED.
3. CONNECTORS SHALL BE HIGH -CONDUCTIVITY, HEAVY DUTY, LISTED AND
LABELED AS GROUNDING CONNECTORS FOR THE MATERIALS USED. USE
B. ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED,
TWO -HOLE COMPRESSION LUGS WITH HEAT SHRINK FOR MECHANICAL
ADJUSTED, AND ALIGNED BY THE CONTRACTOR.
CONNECTIONS,
C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING,
4. EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND
TRENCHES, BACKFILLING, AND REMOVAL OF EXCESS DIRT.
SELECTED FOR THE SPECIFIC TYPES, SIZES, AND COMBINATIONS OF
CONDUCTORS AND OTHER ITEMS TO BE CONNECTED.
D. THE CONTRACTOR SHALL FURNISH TO THE OWNER, CERTIFICATES OF FINAL
INSPECTION AND APPROVAL FROM THE INSPECTION AUTHORITIES HAVING
5. GROUND RODS SHALL BE COPPER -CLAD STEEL WITH HIGH -STRENGTH STEEL
JURISDICTION.
CORE AND ELECTROLYTIC -GRADE COPPER OUTER SHEATH, MOLTEN WELDED TO
CORE, 3/4" x 10'-0".
PART 2: PRODUCTS
2.1 GENERAL
E. OTHER MATERIALS:
1. THE CONTRACTOR SHALL PROVIDE OTHER MATERIALS, THOUGH NOT
A. ALL ITEMS OF MATERIALS AND EQUIPMENT SHALL BE NEW, FREE FROM DEFECTS
SPECIFICALLY DESCRIBED, WHICH ARE REQUIRED FOR A COMPLETELY
AND OF THE BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD
OPERATIONAL SYSTEM AND PROPER INSTALLATION OF THE WORK.
COMMERCIAL PRACTICE.
B. ALL MATERIALS AND EQUIPMENT SHALL BE ACCEPTABLE TO THE AUTHORITY HAVING
JURISDICTION AS SUITABLE FOR THE USE INTENDED.
C. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF
APPROVAL, AND SHALL CONFORM TO REQUIREMENTS OF THE NATIONAL ELECTRICAL
CODE.
D. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING RATING EQUAL TO OR
GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED,
10,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT
EXCEED THE RATING OF ELECTRICAL EQUIPMENT.
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Planning and Building Age
11 /10/2025
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ENGINEERING LICENSE:
STATE OF CALIFORNIA
ENGINEER: PE#: DISCIPLINE:
SDK SHELTON D. KEISLING 24647 ELECTRICAL E
DJW DAVID J WALDRON 25608 ELECTR CAL E
TMS TERRANCE M. SUPER 17150 ELECTRICAL E
rjeanHarbo!5
PLANS PREPARED FOR:
AGI 1
PLANS PREPARED BY:
��.
SSC
DRAWING NOTICE:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, INC_ AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NCR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
SUBMITTALS:
DESCRIPTION
DATE
BY
REV
ISSUED FOR REVIEW
11/22/24
ART
0
REVISED PER CLIENT COMMENTS
12/13/24
ART
1
REVISED PER CLIENT COMMENTS
01/28/25
DWO
2
REVISED PER CLIENT COMMENTS
09/05/25
TJM
3
REVISED PER AHJ COMMENTS
11/07/25
EDA
4
APPLICANT SITE NAME:
CLEAN HARBORS (SANTA ANA)
APPLICANT SITE NUMBER:
AGI-EV-0006
SITE ADDRESS.
2120 S YALE STREET
SANTA ANA, CA 92704
SHEET DESCRIPTION:
SHEET#:
SPECIFICATIONS
SP-2 0
(4 OF 5)
SP-2.1SPECIFICATIONS
(5 OF 5)
SITE ADDRESS:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, INC. AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
DRAWING NOTICE:
SHEET #:SHEET DESCRIPTION:
APPLICANT SITE NUMBER:
APPLICANT SITE NAME:
PLANS PREPARED BY:
PLANS PREPARED FOR:
CLEAN HARBORS (SANTA ANA)
AGI-EV-0006
2120 S YALE STREET
SANTA ANA, CA 92704
ENGINEERING LICENSE:
STAMP:
STATE OF CALIFORNIA
CERTIFICATE OF AUTHORIZATION
ENGINEER: PE#:DISCIPLINE:
SDK SHELTON D. KEISLING 24647 ELECTRICAL E
TMS TERRANCE M. SUPER 17150 ELECTRICAL E
SSC
REVDESCRIPTIONDATEBY
SUBMITTALS:
ISSUED FOR REVIEW 11/22/24 ABT 0
REVISED PER CLIENT COMMENTS 12/13/24 ABT 1
REVISED PER CLIENT COMMENTS 01/28/25 DWO 2
REVISED PER CLIENT COMMENTS 09/05/25 TJM 3
Docusign Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68
PART 3: EXECUTION
2. SPLICES SHALL BE MADE ONLY AT OUTLETS, JUNCTION BOXES, OR
C. TEST PROCEDURES:
ACCESSIBLE RACEWAYS WITH PRESSURE -TYPE CONNECTORS.
3.1 GENERAL:
1. ALL FEEDERS SHALL HAVE THEIR INSULATION TESTED AFTER INSTALLATION, BUT
3. PULLING LUBRICANTS SHALL BE SOAPSTONE POWDER, POWDERED TALC, OR A
BEFORE CONNECTION TO DEVICES. THE CONDUCTORS SHALL TEST FREE FROM
A. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH
COMMERCIAL PULLING COMPOUND. NO SOAP SUDS, SOAP FLAKES, OIL, OR
SHORT CIRCUITS AND GROUNDS. TESTING SHALL BE FOR ONE MINUTE USING
THE MANUFACTURER'S RECOMMENDATIONS.
GREASE SHALL BE USED, AS THESE MAY BE HARMFUL TO CABLE INSULATION.
1000V DC. INVESTIGATE ANY VALUES LESS THAN 50 MEGAOHMS.
CONTRACTOR SHALL USE NYLON OR HEMP ROPE FOR PULLING CABLE TO
B. EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT OR WATER,
AVOID SCORING THE CONDUIT.
2. PRIOR TO ENERGIZING CIRCUITRY, TEST WIRING DEVICES FOR ELECTRICAL
AND AGAINST CHEMICAL OR MECHANICAL INJURY DURING INSTALLATION AND
CONTINUITY AND PROPER POLARITY CONNECTIONS,
CONSTRUCTION PERIODS.
4. CABLES SHALL BE NEATLY TRAINED, WITHOUT INTERLACING, AND BE OF
SUFFICIENT LENGTH IN ALL BOXES, EQUIPMENT, ETC. TO PERMIT MAKING A
3. MEASURE AND RECORD VOLTAGES BETWEEN PHASES AND BETWEEN PHASE
3.2 LABOR AND WORKMANSHIP:
NEAT ARRANGEMENT. CABLES SHALL BE SECURED IN A MANNER TO AVOID
WIRES AND NEUTRALS. SUBMIT A REPORT OF MAXIMUM AND MINIMUM
TENSION ON CONDUCTORS OR TERMINALS, AND SHALL BE PROTECTED FROM
VOLTAGES.
A. ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR
MECHANICAL INJURY AND FROM MOISTURE. SHARP BENDS OVER CONDUIT
THE ELECTRICAL SYSTEM SHALL BE DONE BY EXPERIENCED MECHANICS OF THE
BUSHINGS ARE PROHIBITED. DAMAGED CABLES SHALL BE REMOVED AND
4. PERFORM GROUND TEST TO MEASURE GROUND RESISTANCE OF GROUNDING
PROPER TRADES.
REPLACED AT THE CONTRACTOR'S EXPENSE.
SYSTEM USING THE IEEE STANDARD 3-POINT "FALL -OF -POTENTIAL" METHOD.
PROVIDE PLOTTED TEST VALUES & LOCATION SKETCH. NOTIFY THE ENGINEER
B. ALL ELECTRICAL EQUIPMENT FURNISHED SHALL BE ADJUSTED, ALIGNED AND
C. DISCONNECT SWITCHES:
IMMEDIATELY IF MEASURED VALUE IS OVER 5 OHMS.
TESTED BY THE CONTRACTOR AS REQUIRED TO PRODUCE THE INTENDED
PERFORMANCE.
1. INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB. CONNECT TO WIRING
END OF SECTION
SYSTEM AND GROUND AS INDICATED.
C. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN
END OF SPECIFICATION
ALL EXPOSED EQUIPMENT, REMOVE ALL LABELS AND ANY DEBRIS, CRATING OR
D. GROUNDING:
CARTONS AND LEAVE THE INSTALLATION FINISHED AND READY FOR OPERATION.
1. ALL METALLIC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT CARRY
3.3 COORDINATION:
CURRENT SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF
ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE.
A. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS
WITH THE OWNER -FURNISHED EQUIPMENT DELIVERY SCHEDULE TO PREVENT
2. PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEMS INDICATED WITH
UNNECESSARY DELAYS IN THE TOTAL WORK.
ASSEMBLY OF MATERIALS, INCLUDING GROUNDING ELECTRODES, BONDING
JUMPERS AND ADDITIONAL ACCESSORIES AS REQUIRED FOR A COMPLETE
3.4 INSTALLATION:
INSTALLATION.
A. CONDUIT:
3. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE
SHORTEST AND STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE
1. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUrr AS HEREIN
RISES.
SPECIFIED. NO CONDUIT OR TUBING OF LESS THAN 3/4" NOMINAL SIZE SHALL
BE USED.
4. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND
BOLTS, IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE
2. PROVIDE RGS CONDUIT FOR ALL EXPOSED, EXTERIOR CONDUIT.
TIGHTENING VALUES FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S
TORQUING REQUIREMENTS ARE NOT AVAILABLE, TIGHTEN CONNECTIONS TO
3. PROVIDE SCHEDULE 40 PVC OR RGS CONDUIT BELOW GRADE, 1" MINIMUM,
COMPLY WITH TIGHTENING TORQUE VALUES SPECIFIED IN UL 486A TO ASSURE
UNLESS NOTED OTHERWISE. ALL 90 DEGREE BENDS TO ABOVE GRADE SHALL
PERMANENT AND EFFECTIVE GROUNDING.
BE RGS. MINIMUM BURIAL DEPTH SHALL BE 24" CLEAR TO TOP OF CONDUIT,
UNLESS NOTED OTHERWISE.
5. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE
EXOTHERMIC WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE
4. USE GALVANIZED FLEXIBLE STEEL CONDUIT WHERE DIRECT CONNECTION IS NOT
MANUFACTURER'S INSTRUCTIONS.
DESIRABLE FOR REASONS OF EQUIPMENT MOVEMENT, VIBRATION, OR FOR EASE
OF MAINTENANCE. USE LIQUIDTIGHT, PVC COATED FLEXIBLE METAL CONDUIT
6. ALL GROUND CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS.
FOR OUTDOOR APPLICATIONS.
EXOTHERMIC -WELDED CONNECTIONS SHALL BE APPROVED BY THE
CONSTRUCTION INSPECTOR BEFORE BEING PERMANENTLY CONCEALED.
5. INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF CONNECTION
TO EQUIPMENT MOUNTED ON SUPPORTS TO ALLOW FOR EXPANSION AND
7. APPLY CORROSION -RESISTANT FINISH TO FIELD CONNECTIONS, AND PLACES
CONTRACTION.
WHERE FACTORY APPLIED PROTECTIVE COATINGS HAVE BEEN DESTROYED. USE
COPPER -BASED "NO-OX" OR APPROVED EQUAL.
6. A RUN OF CONDUIT BETWEEN BOXES OR FITTINGS SHALL NOT CONTAIN MORE
THAN THE EQUIVALENT OF FOUR QUARTER -BENDS INCLUDING THOSE BENDS
8. A SEPARATE, CONTINUOUS, INSULATED EQUIPMENT GROUNDING CONDUCTOR
LOCATED IMMEDIATELY AT THE BOX OR FITTING. THE RADIUS OF BENDS SHALL
SHALL BE INSTALLED IN ALL FEEDER AND BRANCH CIRCUITS
NEVER BE SHORTER THAN THAT OF THE CORRESPONDING TRADE ELBOW.
9. BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE #6 AWG
7. WHERE CONDUIT HAS TO BE CUT IN THE FIELD, IT SHALL BE CUT SQUARE
GROUNDING CONDUCTOR TO A GROUND BUS OR GROUNDING LUG IN
WITH A PIPE CUTTER USING CUTTING KNIVES.
ENCLOSURE.
8. ALL CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE
10. DIRECT BURIED GROUND CONDUCTORS SHALL BE INSTALLED AT A NOMINAL
MANDREL THROUGH THE CONDUIT BEFORE INSTALLATION OF WIRE OR CABLE.
DEPTH OF 30" BELOW GRADE, UNLESS NOTED OTHERWISE.
CLEAR ALL BLOCKAGES AND REMOVE BURRS, DIRT, AND DEBRIS.
11. ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE
9. INSTALL PULL STRINGS IN ALL EMPTY CONDUITS. IDENTIFY PULL STRINGS AT
SHALL BE INSULATED OR INSTALLED IN PVC CONDUIT.
EACH END WITH ITS DESTINATION.
12. INSTALL ELECTROLYTIC GROUNDING SYSTEM IN STRICT ACCORDANCE WITH
10. PROVIDE INSULATED GROUNDING BUSHINGS FOR ALL CONDUITS STUBBED INTO
MANUFACTURER'S INSTRUCTIONS. REMOVE SEALING TAPE FROM LEACHING AND
EQUIPMENT ENCLOSURES OR STUBBED OUT FOR FUTURE USE BY OTHERS.
BREATHER HOLES. INSTALL PROTECTIVE BOX FLUSH WITH GRADE.
11. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING
13. DRIVE GROUND RODS UNTIL TOPS ARE 30" BELOW FINAL GRADE.
CONSTRUCTION. TEMPORARY OPENINGS IN THE CONDUIT SYSTEM SHALL BE
PLUGGED OR CAPPED TO PREVENT ENTRANCE OF MOISTURE OR FOREIGN
14. GROUNDING CONDUCTOR TO EQUIPMENT GROUND LUGS:
MATTER. CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN
MATERIALS THAT CANNOT BE REMOVED.
a. BOLTED TO EQUIPMENT HOUSING WITH STAINLESS STEEL BOLTS AND LOCK
12. INSTALL 2" ORANGE DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUIT
WASHERS.
AND WIRE.
b. ALL EQUIPMENT TO BE GROUNDED SHALL BE FREE OF PAINT OR ANY
OTHER MATERIAL COVERING BARE METAL AT THE POINT OF CONNECTION.
13. CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST
COLLECTION OF TRAPPED CONDENSATION.
3.5 ACCEPTANCE TESTING:
B. WIRE AND CABLE:
A. PROVIDE PERSONNEL AND EQUIPMENT, MAKE REQUIRED TESTS, AND SUBMIT TEST
REPORTS UPON COMPLETION OF TESTS.
1. ALL POWER WIRING SHALL BE COLOR CODED AS FOLLOWS:
B. WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND NOT TO COMPLY WITH THE
DESCRIPTION 120/240V 208Y/120V 480Y/277V
SPECIFIED REQUIREMENTS, THE NONCOMPLYING ITEMS SHALL BE REMOVED FROM
PHASE BLACK BLACK BROWN
THE JOBSrrE AND REPLACED WITH ITEMS COMPLYING WITH THE SPECIFIED
PHASE B RED RED ORANGE
REQUIREMENTS PROMPTLY AFTER RECEIPT OF NOTICE OF SUCH NON-COMPLIANCE.
PHASE C BLUE YELLOW
NEUTRAL WHITE WHITE GRAY
GROUND GREEN GREEN GREEN
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Planning and Building Age
11 /10/2025
Q FS d
SffE4RMfTS I AN C
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ENGINEERING LICENSE:
STATE OF CALIFORNIA
ENGINEER: PE#: DISCIPLINE:
SDK SHELTON D. KEISLING 24647 ELECTRICAL E
DJW DAVID J WALDRON 25608 ELECTRICAL E
TMS TERRANCE M. SUPER 17150 ELECTRICAL E
CLanHarbo!5
PLANS PREPARED FOR:
AGI 1
PLANS PREPARED BY:
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SSC
DRAWING NOTICE:
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
PROPERTY OF SSC, IN AND IS LENT TO THE BORROWER FOR
THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NCR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
SUBMITTALS:
DESCRIPTION
DATE
BY
REV
ISSUED FOR REVIEW
11/22/24
ART
0
REVISED PER CLIENT COMMENTS
12/13/24
ART
1
REVISED PER CLIENT COMMENTS
01/28/25
DWO
2
REVISED PER CLIENT COMMENTS
09/05/25
TJM
3
REVISED PER AHJ COMMENTS
11/07/25
EDA
4
APPLICANT SITE NAME:
CLEAN HARBORS (SANTA ANA)
APPLICANT SITE NUMBER:
AGI-EV-0006
SITE ADDRESS.
2120 S YALE STREET
SANTA ANA, CA 92704
SHEET DESCRIPTION:
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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