105105504-Yelm Loop-Canal Court Relocate16402 16408
CANAL
C
T
S
E
C
A
N
A
L
R
D
S
E
559899-147710
Y2095 (ERROR-SET FUSE)
559892-147716
SLAP9893
559894-147714
SLAP9893
27'+/-
INSTALL CIC COUPLER WHERE R1
WAS REMOVE & EXTEND CIC TO SL1.
1.ALL STREET LIGHTING POLES ARE TO BE INSTALLED PER STANDARD 6375.4800 (page #2) IN THE "LINE WORK
PRACTICES MANUAL".
2.ALL POLES (WOOD, CONCRETE OR FIBERGLASS) ARE TO BE SET PLUMB AND EMBEDDED TO THE GROUND
LINE MARKED ON THE POLE.
3.BACKFILL AROUND POLE WITH 5/8" MINUS GRAVEL AND COMPACT IN 6" LIFTS. (PEA GRAVEL AND NATIVE
SOILS ARE NOT ACCEPTABLE.) APPROXIMATELY 1 CU. YD. OF 5/8" MINUS CRUSHED ROCK WILL BE REQUIRED.
4.IN ALL SHOEBOX AND COBRAHEAD INSTALLATIONS, THE LUMINAIRE MUST BE LEVELED.
STREET LIGHT NOTES
POTELCO:
1.THE DEVELOPER IS REQUIRED TO SUPPLY AND INSTALL PLASTIC (NON PAPER) STREET LIGHT TUBES
(MINIMUM 18" DIAMETER) TO AID IN THE INSTALLATION OF THE STREET LIGHTING POLES.
2.DEVELOPER MUST SUPPLY DURABLE LID/COVER AT EACH STREET LIGHT TUBE.
3.DEVELOPER TO PROVIDE ALL TRENCHING AND CONDUIT WITH PULL-STRINGS FOR STREET LIGHTING
CIRCUITRY.
4.CONDUIT SHALL BE SCH 40 PVC, CONDUIT CROSSING ROADWAYS OR DRIVEWAYS SHALL BE SCH 80 PVC.
DEVELOPER/CUSTOMER:
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.
CABLE TV
PHONE
GAS
PROJECT PHASE
St. Light
Smart Node
Job Order
Distribution
HP Main
HP Svc/MS
Removal
New Install
SuperiorPWR
NOTIF#ORDER#
N
Vicinity Map 46.95652686, -122.59470849
Owner / Developer Contact Info
officeATTN:
WSDOT
LUKE ERICKSON 360.701.7440
PSE
No
No
No
Yes
Yes
Yes
No
YesDeveloper
"Flagging Required"
"Outages Required"
"Locates Required"
DESIGNED BY: PSE
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
ACCOUNT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
NEW BUSINESS
DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
Andrew Allwardt 425-457-5901
Andrew Allwardt 425-457-59014
N/A N/A
YELM LOOP-CANAL CT SE RELOCATE
RELOCATE & UPGRADE EXISTING STREETLIGHT
16402 CANAL CT SE, YELM WA 98597
105105504
AS NOTED 1 of 1
THURSTON 3515
1702E072 1702E0721702E068 YEL-23
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
CORRECTIVE /
10 DAY WAIVED
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
X
JOB SITE
Mike Hammons
425-765-1395-Cell Phone
Lars Larson 425-456-2701
Project Manager Contact Information:
04/04/24
04/09/24
and that all quality requirements are met.
I certify that the work performed meets PSE's standards and procedures
Deviations noted on the As-built and their reason.
Correct QA Checklist(s) reviewed.
Company ID#'s RECORDED in correct location on As-built.
Total PRIMARY Cable noted on As-built.
Material VERIFIED and CHANGES noted on Paperwork.
Print Name ___________________________________ Date ______________
Foreman's Signature _______________________________________________
Indicate correct FUSE SIZE on As-built & VERIFY proper PHASE.
Field Changes RED-LINED on As-built.
Grid, Cable, and Switch numbers INSTALLED & VERIFIED.
PSE Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition.
FOREMAN (CHECK BOX WHEN COMPLETED)
SCALE: 1"=40'
SITE PLAN
514889829
141009226
105105504
101172143
10
5
1
0
5
5
0
4
108154310SCALE: 1"=20'
CIRCUITRY PLAN
186067263
STREET LIGHT TABLE - REMOVE
SITE
#
POLE LUMINAIRE
WO #BILLING
SCH.
SMART STREET
LIGHT NODE
TOTAL
CONN LOADGRID # TAG #TYPE MTG HT.ARM WATTS STYLE
R1 559892
147716 SLAP9893 EXISTING
CONCRETE 30'6'250W HPS CHFL 108154310 52 NA 120/240
STREET LIGHT TABLE - REINSTALL
SITE
#
POLE LUMINAIRE
WO #BILLING
SCH.
SMART STREET
LIGHT NODE
TOTAL
CONN LOADGRID # TAG #TYPE MTG HT.ARM WATTS STYLE
SL1 559894
147714 SLAP9893 EXISTING
CONCRETE 30'6'149W LED CHFL 3K T3 101172143 51 120/240
SITE NOTES:
-USE VACTRUCK TO TRENCH ~27FT FROM R1 TO SL1. USE VAC-TRUCK TO CREATE POLE HOLE AT SL1.
-AT R1 REMOVE EXISTING 30FT MH CONC POLE, 6FT ARM, & 250W HPS CHFL.
-AT SL1 RE-INSTALL EXISTING 30FT MH CONC POLE, 6FT ARM, & NEW 149W LED CHFL 3K T3.
-AT R1 INSTALL CIC COUPLER & EXTEND CIC IN TRENCH TO SL1.
-INSTALL SMART NODE.
-FLAGGING REQUIRED.
*FOREMANS WATCH REQUIRED FOR PRIMARY CLEARANCES*
*NEW LOCATION STAKED IN FIELD BY CUSTOMER*
NOTES TO M&R AND BILLING:
NEW GRID AT SL1 559894-147714
Electric Service Cable in Conduit
2" Schedule 40 Grey PVC
Excavated Dirt Pile
Final Grade
24" Min
24" Min
to
36" Max
Cover
12" Typical
(6" Min)
Backfill for Conduit - Soil that is free from debris, sharp rocks, and rocks larger than 10" in
diameter. Backfill shall not damage the conduit.
Backfill for Conduit
(See Definition Above)
STREET LIGHT CIRCUITRY TABLE
SITE
#FROM
CABLE INFO AS-BUILT
REMARKSTYPELFTYPELENGTH
SL1 R1 #6 CIC 45
TOTAL FT =45 TOTAL FT =