Cities Index.
Attachment 2 - SCE Design Plans

Lake Elsinore City Council
October 22, 2024

Document
Attachment 2 - SCE Design Plans
Meeting
October 22, 2024
Body
Lake Elsinore City Council
Original file
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Text extracted from the city's file for reading and search. Open the original on lakeelsinore.primegov.com. That file is the official record.

PANEL CLEARANCE Figure 3-27: Non-Residential Service Pedestals 0-200A, 0-600V UNDERGROUND SERVICE CONNECTIONS 0-600 VOLTS WARNING
SEE ESR 3-16 THE EXCAVATOR MUST TAKE ALL STEPS NECESSARY TO AVOID 1-A-IA-1 ee Note EUSERC No. 308 See Note 2 & 7)

CONTACT WTH UNDERGROUND FACILITES WHICH MAY RESULT IN
INJURY TO PERSONS OR DAMAGE TO FACILITES IN THE AREA. - Test Bypass Support Hinged Demand
THE INDICATED LOCATIONS OF EDISON UNDERGROUND FACILITIES, st Bypass Co AS PROVIDED, ARE BELIEVED TO BE ACCURATE, HOWEVER, THE (See Detail D) e Note 00 — 6" Max.

FINAL DETERMINATION OF EXACT LOCATIONS AND THE COST OF a controller windo - 10 65
see Note y
REPAIR TO DAMAGED FACILITIES IS THE RESPONSIBILITY OF THE indina d -actoi EXCAVATOR. Extend Meter Section onductors (See Note 6
(See Note 4 & D)
ustome 35 Min. Test Block Bario 36" Min. Customer I
ectio Section - Pull Section ze Cow
_ (See Note 1) See Note 6 & 7)
FRONT 17° (See Detail C)
TIE-IN MADE INTO A SECONDARY HANDHOLE Front View (Exhibit A) Side View (Exhibit B) ERING SACE AND EYES. be modeo by the cust e er the prior a top ma 1-1/2° (Typ.) - with prior SCE
Customer not to remove handhole cover. If metallic -I|-3/4" Min. conduit is used or handhole cover needs to be removed, sun. 1888 .4 a SCE Qualified Person must be present.

Hinder Demand Recet Cover
with Polycarbonate Viewing Window
SIDE VIEW Exhibit D
ire Pull Sectic
NOTES: Table 3-7: Terminating Pull Section Minimum Dimensions

1. EQUIPMENT. OF THREE (3) FEET OF CLEAR, LEVEL WORK SPACE IS REQUIRED IN FRONT OF ALL TERMINATION, METERING, AND SERUCE SCE Inspection wo/ Ab/ Service
2 SEEN SPACE TERE ENS METER MOUNTING HEIGHT WILL BE MEASURED FROM THE STANING AND (in) (in) o/ See Note 6.

Contact SCE 48 Hours in advance 10-1/2
Those b/ See Note 2.
and or is Costruction meeting 3 Phase | 12-1/2
Email: [email protected]
S. EASE TERMAN SECTION WERE SUCH PART SURE A PRODE ACES TO METER REST EARENT, A SERIE. D50: Rev. 05/17/21

16.12 PROTECTIVE BARRIERS FOR SERVICE EQUIPMENT 3. In he hondal tree on itin bequence. aled to righte no clearly identified by 3/4-inch minimum block letter lobeling. See ER-S for test-bypess block detols. connector stud to the upper compartment access opening and 3 inches from the center of the rigid insulating barriers to the compartment sides and one inch to the compartment access opening:

6. D99: 10/26/20 UNDERGROUND SERVICE ALERT
Contact USA
Dial 811 or 800-422-4133
TYPICAL CONDUIT BANK SECTION www.digalert.org/contact

9. SEE UGS CD 120 For Underground Locating
Two Working Days Before You Dig 10:
at let one i be painted with weatherproof paint on the exterior face of the portion of the pedestal D16: Rev. 05/28/20
D155: Rev. 09/19/22
CONDUIT RADIUS REQUIREMENTS: [DISTRICT PROJ. MGR. VERNON, PLANNER KAROLINA GRECHUTA DESIGNER 88 - WILDOMAR PHONE (714) 973- PHONE 951) 249-8622 KAROLINA GRECHUTA PROJECT NO. SERVICE REQUEST MSR NO. PRODUCT- ASSOC DESGN onduits 4" and 5 in diameter 2602626 3490657 2121207-NEW METER & SERVICE T.L.M. DATA: P5535593
FILE NAME: 1616862_0.01.DWG SAVE DATE:9/6/2023 9:51 AM SAVED BY: GRECHUKC 0" for 6" diamete conduit CIRCUIT / VOLTAGE GPS PRODUCT-2 B: The minimum radius for sweeps are: SIZE KVA CUST % LOAD KLEVEN 12KV 16-6 for noni 3 t in dime on longer. conduits 3" SUB / PG NO. CIRCUIT CODE PRODUCT-3 ASSOC DESGN - BEDDING EXIST. 25 0.92 4% FOGARTY SUB (B1) 09811
unless otherwise noted.

PROP. 25 20 3 80% INVENTORY MAP 555-1651-5 J.P.A. NO. PROPOSED CONSTRUCTION (LOCATION) DISH SITE #LSSNA02135C
VOLTAGE DROP: 0.17 29355 1/2 GRAND AVE UNIT D
FLICKER FACTOR: N/A 9/6/23 A. ORTEGA A. ORTEGA K. GRERCHUTA 19622 LAKE ELSINORE CA 92530

DIRECT BURIAL
SIMILAR CONSTRUCTION FOR FEWER CONDUIT PRI. CIRCUIT: KLEVEN 12KV P 5/2/2023 A. ORTEGA A. ORTEGA K. GRECHUTA 19622 2 CONDUITS MAX.

D27: REV. 12/10/21 TYPE DATE APPROVED BY CHECKED BY DRAWN BY PAX # SHEET DESIGN \DRWG NO.

D81: Rev. 09/23/09 1616862_0.01
Southern California Edison Company - oF 2

FINAL DESIGN

APPROVED FOR CONSTRUCTION
TD2121207 PROJECT REQUIREMENTS (Y/N)
EX: P5535593 PME EDISON EASEMENT REQUIRED Y
1 5'X10'-6"X7' TUB TYPE PWRD 88 REQUIRED Y
MCVICKER CANYON PARK CF: 14' - CM DUCT 2 1/2" TO 4"
10' - CM DUCT FOR EXCAVATION UG CIVIL ONLY WORK ORDER N CF:

IN: 14° - CBL 2-1/0 1-2 AL 3-1/C 600V CLP PLEX PERMIT REQUIRED N IN: 1 - MTR KWH 30A 120/240 1P 3W PERMIT TYPE: _

OUTAGE REQUIRED N
OUTAGE DATE: _ _ TIME:

EX PED 100 TRAFFIC CONTROL REQUIRED N
29350 GRAND AVE
ROAD EX: 130€2-350 1-4/0 PED. TRAFFIC CONTROL REQ'D N

GRAND AVENUE CONVEYANCE LETTER REO'D N
EX: HH593A HH ENVRONMENTAL REQUREMENTS
17"x30"x24" N

CONCRETE DOCUMENT (ERD) REQUIRED
EX: 1-4W BAR 1P
CSD 140 (TLM) REQ'D N

DIG ALERT APP N
29355 1/2 GRAND AVE UNIT D'
LAKE ELSINOR •CA 92530 VERIFIED ACTIVE AND •
00A PED-GE N

CONFIRMED USA TICKETS
120/240V 1P

19.KW 2TONS UTILIQUEST NOTIFIED

SOUTHERN CALIFORNIA
VD=0.17

EX PED EDISON
29350 GRAND AVE STANDARD ADHERENCE: 1STQ/ 2023 Y
An EDISON IN BORAnYONAL
EASEMENT REO'D D124: Rev. 10/12/21
PED TO H593A
IN: 14' 1/0 1P
ENSION 1/0 1P 3" DUC SCALE: 1" = 40'
ED TO H593A - 2 LB
40 80
[DISTRICT (RANE KA) 249-8E22UTA DESIGNER
- WILDOMAR Геол моя. 54) 973-3561
88 PHONE KAROLINA GRECHUTA
PROJECT NO. SERVICE REQUEST IMSR NO. TASSOC DESGN
2602626 3490657 2721202- NEW METER & SERICE

CIRCUIT VOLTAGE GPS ASSOC DESGN
KLEVEŃ 12KV
SUB / PG NO. CIRCUIT CODE PRODUCT-3 ASSOC DESGN
FORGARTY SUB (B1) 09811
INVENTORY MAP 555-1651-5 TJ.P.A. NO. [PROPOSED CONSTRUCTION (LOCATION) DISH SITE #LSSNA02135C
- 29355 1/2 GRAND AVE UNIT D
9/6/23 A. ORTEGA A. ORTEGA K. GRECHUTA 19622 • LAKE ELSINORE CA 92530 5/2/2023 A. ORTEGA A. ORTEGA K. GRECHUTA 19622
DATE APPROVED BY _ PAX # SHEET DESIGN \DRWG NO.

TYPE CHECKED BY DRAWN BY
Southern California Edison Company 2 1616862_0.01
OF

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