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LIL'S CASINO
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/ 76 GAS STATION,
ID
VAULT
FRANCHISE
UTILITY ID
OWNED BY
PROVIDED BY
INSTALLED BY
CONDUIT IN /FROM LEFT
CONDUIT OUT /TO RIGHT
P20
THREE PHASE J —BOX
J22
PSE
PSE
CONTRACTOR
44p,45p
36p,37p,38p,39p,1 -4"
Q12
264 TA
#924
CENTURYLINK
CENTURYLINK
CONTRACTOR
24q,25q,26q
27q,28q,29q,30q
C19
2436 MEDIUM DUTY VAULT
—
COMCAST
COMCAST
CONTRACTOR
32c,33c
34c,35c,36c,37c,38c
P21
3 PHASE TRANSFORMER
V21
PSE
PSE
CONTRACTOR
36p,37p
—
Q22
C -330 PEDESTAL
—
CENTURYLINK
CENTURYLINK
CONTRACTOR
27q
—
C20
17 "x30"
—
COMCAST
COMCAST
CONTRACTOR
36C
—
Q23
CONNECT TO EX. SERVICE WIRE BOX
—
CENTURYLINK
—
CONTRACTOR
28q
—
C21
17 "x30"
—
COMCAST
COMCAST
CONTRACTOR
—
39c
C22
253 TA
—
COMCAST
COMCAST
CONTRACTOR
37c,38c,39c
40c,41c
C23
17 "00"
—
COMCAST
COMCAST
CONTRACTOR
34c,35c
—
P40
INTERCEPT POINT
IP09
PSE
—
CONTRACTOR
1 -4"
—
P75
REMOVE VAULT
V22
PSE
—
CONTRACTOR
—
—
P76
REMOVE VAULT
V20A
PSE
—
CONTRACTOR
—
—
Q32
REMOVE VAULT
—
CENTURYLINK
—
CONTRACTOR
—
—
Q33
REMOVE VAULT
—
CENTURYLINK
—
CONTRACTOR
—
—
5'
�►�
0 5 10 20 40 60
SCALE IN FEET
CONSTRUCTION NOTES
AY DIAMETER CONDUIT — COMCAST (7 CONDUIT)
JOINT UTILITY TRENCH LEGEND
FOR JOINT UTILITY TRENCH LEGEND, SEE SHT 164.
WALL FOOTING
SEE WALL PLANS, PROFILES
& DETAILS, SHTS 28 -35.
3" COMCAST CONDUIT
¢�
BORE SPACER
STEEL BULKHEAD
(TYP. BOTH ENDS
OF CASING)
BORE SPACER (TYP)
STEEL CASING WITH 0.25" WALL THICKNESS
GENERAL JOINT UTILITY TRENCH PLAN NOTES
1. EXISTING UNDERGROUND UTILITIES TO BE CONVERTED TO NEW UNDERGROUND
ALIGNMENT TO THE LIMITS SHOWN. CONTRACTOR SHALL PROVIDE ALL NECESSARY
COORDINATION, LAYOUT, SURVEYING, TRENCHING, EXCAVATION, BEDDING, BACKFILi
AND RESTORATION FOR THE FRANCHISE UTILITIES TO SUCCESSFULLY COMPLETE
THE CONVERSION. THE LAYOUT SHOWN IS APPROXIMATE AND A COMPILATION OF
THE DESIGNS BY PSE, COMCAST, CENTURYLINK, AND CITY OF RENTON. SEE
FRANCHISE UTILITY PLANS (VOLUME 4 OF 4) FOR DESIGNS BY PSE POWER, PSE
GAS, COMCAST, AND CENTURYLINK.
2. THE JOINT TRENCH LAYOUT, SWEEPS, VAULTS AND OTHER FEATURES SHOWN ARE
APPROXIMATE. ADJUST AS NECESSARY TO MEET FRANCHISE UTILITY
REQUIREMENTS AND TO PROVIDE A COMPLETE, FUNCTIONING SYSTEM. ALL
CONDUIT MATERIALS, BENDS, VAULTS, AND OTHER MATERIALS INSTALLED BY THE
CONTRACTOR SHALL BE PER THE REQUIREMENTS AND SPECIFICATIONS OF THE
FRANCHISE UTILITIES.
3. PSE WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED FOR THEIR ELECTRICAL
CONVERSION. PSE WILL FURNISH ALL CASING CONDUIT REQUIRED FOR THEIR GAS
CONVERSION.
4. THE CONTRACTOR WILL FURNISH AND INSTALL ALL VAULTS AND CONDUITS FOR
THE CITY OF RENTON.
5. COMCAST AND CENTURYLINK WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED
FOR THEIR CONVERSION.
6. UNDERGROUND SERVICE CONNECTIONS FOR CENTURYLINK AND COMCAST SHALL BE
MADE BY THE FRANCHISE UTILITIES.
7. UNDERGROUND SERVICE CONNECTIONS FOR POWER SHALL BE MADE BY THE
PROPERTY OWNER FROM THE RIGHT —OF —WAY TO EXISTING PRIVATE METERS.
8. CONSTRUCT JOINT UTILITY TRENCH PER THE TYPICAL TRENCH DETAILS, SECTIONS
AND PROFILE SHEETS 174 -192. ADJUST THE HORIZONTAL ALIGNMENT AND
VERTICAL PROFILE AS NECESSARY TO AVOID CONFLICTS WITH EXISTING AND
PROPOSED UTILITIES AND ROADWAY FEATURES, WHILE MAINTAINING 3' MINIMUM
COVER OVER CONDUITS AND VERTICAL 12" MINIMUM CLEAR BETWEEN OTHER
UNDERGROUND UTILITIES. THE CONTRACTOR SHALL VERTICALLY TRANS111ON THE
TRENCH DEPTH BY DEFLECTING JOINTS OR INSTAWNG BENDS PER THE FRANCHISE
UTILITY REQUIREMENTS. SEE THE APPROXIMATE JOINT UTILITY TRENCH PROFILE TO
AID IN THE LAYOUT OF THE TRENCH, SHEETS 180 -192.
9. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW CONTINUED OPERATION OF ALL
EXISTING UTILITIES UNTIL NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS
COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND FULLY OPERATIONAL,
CONTRACTOR SHALL REMOVE EXISTING CONDUIT DUCT BANK AND EXISTING UTILITY
STRUCTURES NO LONGER IN USE.
10 INCLUDE ILLUMINATION AND SIGNAL CONDUIT IN JOINT TRENCH WHERE POSSIBLE.
SEE ILLUMINATION AND SIGNAL PLANS FOR CITY OF RENTON POWER AND FIBER
DESIGN.
11. CONTRACTOR TO INSTALL CENTURYLINK OVERSET VAULTS.
12. CONTRACTOR SHALL PRESERVE AND PROTECT ALL FACILITIES TO REMAIN.
SECTION A —A
NTS
NOTES:
1. EXTEND STEEL CASING 4.5' FROM FRONT FACE AND BACK FACE OF
WALL OR WALL FOOTNG, WHICHEVER IS GREATER.
STEEL CASING FOR JOINT UTILITY TRENCH DETAIL
NTS
12" DIA STEEL CASING
2 — 3" COMCAST CONDUIT
SEE JOINT UTILITY TRENCH
PLANS SHEET 169
CALL 2 DAYS
BEFORE YOU DIG
1- 800 -424 -5555
T- 3430112
CORRESPONDING SHEETS
CATEGORY
SHEET
RIGHT OF WAY PLANS
15
EXISTING CONDITIONS
63
SITE PREPARATION & TESC PLAN
77
ALIGNMENT PLAN
89
ALIGNMENT PROFILE
101
DRAINAGE PLANS
112
DRAINAGE PROFILE
123
WATER PLAN
140
WATER PROFILE
154
JOINT UTILITY TRENCH PLAN
—
JOINT U11UTY TRENCH PROFILES
188
PROPERTY RESTORATION PLANS
203
CHANNELIZATION & SIGNING PLAN
225
ILLUMINATION PLANS
236
IRRIGATION PLAN
290
LANDSCAPE PLAN
302
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SURVEYED: KPG
DRAWN BY: SOD
DESIGN BY: SOD
CHECKBY: JLF
PROJ MGR: JF
FILE: 0655DJUTOt.dwg
Kp�
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753ft AvenueN 2502 Jefferson Avenue BID
Seate,WA98109 Tacoma,WA98402 DOCUMENTS
(206)286 -1640 (253)627 -0720
�,kpg Wm
'� CITY OF FENTON
Public Works Department
APPROV D FOR CONSTRUCTION
BY: DATE: �2G�ti
RAINIER AVENUES (SR 167)
S GRADY WAY TO S 2ND ST
JOINT UTILITY TRENCH PLAN
STA 42 +00 TO STA 45 +00
DRAWING NO. 172
PROJECT NO. TED403430
FED AID NO. - CM0167(048)
DATE: NOV 2011
SHEET NO. 172 OF 304
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE
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