HomeMy WebLinkAboutP_Design_101107973_V2_180716LO
318094-166145
37.5kVA 120/240v
335335 1/2
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329 LANDSCAPE STRIPSIDEWALKE.O.P.E.O.P.335
335 1/2
58'
32'
16'
4'
6'
325
337
9.
7.
6.
5.
4.
3.
2.
1.All materials to be installed in accordance with Puget Sound Energy's (PSE) standards. Any deviation from
this work sketch must be AUTHORIZED by Potelco's Project Manager and NOTED on the Foremans' Copy.
All switching arrangements and/or outage arrangements are to be made with the Project Manager at least
three (3) working days in advance.
Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencing
work to get the underground facilities located.
STAKING: The customer will provide all staking (transformer, handhole, trench, grade, lot, pole, sidewalk,
etc.). See sketch and details for locations. Equipment locations must be approved by the Project Manager.
SITE PREPARATION: The work area will be at or near finished grade, clear of trench spoils or construction
materials which would restrict construction and/or equipment access, before work can begin.
CLEARANCES: Transformers require a minimum of 6 feet from fire fighting equipment, 10 feet from
combustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of curb (or guard
posts will be required per PSE standards). All conduits and vaults are to be at least 5 feet away from water,
storm and sewer lines when paralleling them in the right of way, and at least 1 foot when crossing them.
All work is to be done in accordance with local municipal and county permit requirements as applicable.
Customer/Developer is responsible to provide, install and maintain all secondary service cables, conduits
and crossings from the individual unit's meter base to the designated connection point.
EXCAVATION: The customer is to provide all trenching, backfill, vault excavations, compaction and
restoration per this sketch and per PSE standards. A minimum protective cover of 36" is required over
PSE's primary voltage equipment and 24" is required of PSE's secondary voltage equipment. The customer
will provide any and all shoring or they will side slope the trench to 1:1.
8.
POWER GENERAL NOTES
GAS
PHONE
CABLE TV
N/A N/A
N/A N/A
N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
PROJECT PHASE
PWR
NOTIF#ORDER#
Superior
Perm. Service
OH Expense
Removal
Temporary
Job Order
Distribution
HP Main
HP Svc/MSA
PSE
No
No
No
Yes
Yes
Yes
No
YesDeveloper
"Flagging Required"
"Outages Required"
"Locates Required"
X
X
X
X
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)101107973N
Vicinity Map
NOT TO SCALE
FOREMAN (CHECK BOX WHEN COMPLETED)
PSE Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition.
Grid, Cable, and Switch numbers INSTALLED & VERIFIED.
Field Changes RED-LINED on As-built.
Indicate correct FUSE SIZE on As-built & VERIFY proper PHASE.
Foreman's Signature _______________________________________________
Print Name ___________________________________ Date ______________
Material VERIFIED and CHANGES noted on Paperwork.
Total PRIMARY Cable noted on As-built.
Company ID#'s RECORDED in correct location on As-built.
Correct QC Checklist(s) reviewed.
Deviations noted on the As-built and their reason.
I certify that the work performed meets PSE's standards and procedures
and that all quality requirements are met.
DESIGNED BY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
M. REYNA 425-748-6365 06/18/18
S. FOX 714-893-2405 06/18/18
D.FIELDS 714-893-2405 06/18/18
EXISTING EASEMENT RENTON
GRA-17, CREW2, 335 PELLY AVE N
CONVERT OH SERVICE TO UG SERVICE
335 PELLY AVE N, RENTON, WA 98057
ASPLUNDH CONSTRUCTION CORP.
101107973
AS NOTED 1/1
KING FAC-SVC
NW 17-23N-05E
2305E066 2305E088 GRA-172305E066
OVERHEAD CIRCUIT MAP
SCALE: 6" = 1 MILE MAP#:2305E088
11332125 101107973
SITE MAP
SCALE: 1" = 50'
CIRCUIT FEET ADDED: NONE
Owner / Developer Contact Info
officeATTN:
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:MIGUEL REYNA
425-429-1201
MIGUEL.REYNA@PSE.COM
SITE SPECIFIC NOTES
P01 TO HH1
-TRENCH & INSTALL 350 UG TPLX SECONDARY IN 3" DB120 CONDUIT L= ± 50'
HH1 TO M01
-TRENCH & INSTALL 1/0 UG TPLX SERVICE IN 2" DB120 CONDUIT L= ± 76'
HH1 TO M02
-TRENCH & INSTALL 1/0 UG TPLX SERVICE IN 2" DB120 CONDUIT L= ± 35'
P01 (318094-166145)
-EXISTING 40' POLE SET IN 1965 TO REMAIN
-INSTALL NEW 3" RISER ON STANDOFF BRACKET (RIS3CSS) PER STD. 6042.1000
-REMOVE EXISTING OH SERVICES TO 335 & 335 1/2 PELLY AVE N
HH1
-INSTALL NEW 13" X 24" HH W/ 4-POS FARGOS (HH14350) PER STD. 6050.2000
**EXISTING 5' EASEMENT ALONG SOUTHERN PROPERTY LINE
**REPLACE CONCRETE SIDEWALK TO JOINTS ON EACH SIDE
**NO EXISTING UTILITIES IN PROPOSED TRENCH PATH
THOMAS GUIDE
656-C1
ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION
STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.)
EROSION & SEDIMENT CONTROL REQUIREMENTS
NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES
(LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING
0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL
EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE
& ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.
N/A
SIDE VIEW
15"
23-1/4"
32-3/4"
2"
Captive L-Bolt
Lock Cover, 10 lbs
24"
Approx
Approx
13"
Customer's
service
conductors
4-3/4" X 4-3/4"
KNOCKOUT IN 2 PLACES
Conductors enter from
beneath and shall be
folded back with handhole
Set handhole flush
to final grade
Captive L-Bolt
Lock Cover
SINGLE PHASE SECONDARY HANDHOLE
Not to scale 6050.2000
CONDUIT DIAGRAM
SCALE: 1" = 50'
DETAIL DRAWING
SCALE: 1" = 20'
Electric Service Cable
Direct Buried or in PSE provided
Excavated Dirt Pile
Final Grade
24" Min
24" Min
to
36" Max
Cover
Final Backfill for
Direct-Buried
See requirements
above
3" Sand Bedding
12" Typical
(6" Min)
3" Sand
Shading
36" MINIMUM COVER
IN RIGHT OF WAY
TRENCH DETAIL
Electric Service Cable Direct Buried (NTS)
To Excavated Dirt Pile
Final Backfill for Direct Bury - The backfill layer above the sand shading shall be soil that is
free from rocks larger than 8" in diameter, construction debris, glass, sharp rocks, and frozen
clods with standard shading depth per trench figures shown below.
DB120 Grade Conduit
RISER DETAIL
SCALE: NONE PER STD. 6042.1000