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STA 30 +00 JOINT UTILITY TRENCH CROSSING PROFILE
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REVISION DESCRIPTION
S 4TH PLACE JOINT UTILITY TRENCH CROSSING PROFILE
BY I APP.I DATE
T__
753981 Avenue N 2502 Jefferson Avenue
Seattle, WA 98109 Tacoma, WA 98402
(206) 286.1640 (253) 627 -0720
vrvry A g.omn
GENERAL JOINT TRENCH PROFILE NOTES
1. SEE JOINT UTILITY TRENCH PLANS AND SEC11ONS FOR
APPROXIMATE PLAN LAYOUT AND DETAILS, SHEETS
164 -179.
2. THE JOINT TRENCH PROFILE SHOWN IS APPROXIMATE.
ADJUST THE PROFILE AS NECESSARY TO AVOID CONFLICTS
WITH EXISTING AND PROPOSED UTILITIES, WHILE
MAINTAINING 36" MINIMUM COVER OVER CONDUITS AND 12"
MINIMUM VERTICAL CLEARANCE BETWEEN OTHER
UNDERGROUND UTILITIES. THE CONTRACTOR SHALL
VERTICALLY TRANSITION THE TRENCH DEPTH BY
DEFLECTING JOINTS OR INSTALLING BENDS PER THE
FRANCHISE UTILITY REQUIREMENTS, AND TYPICAL JOINT
U1LITY TRENCH TRANSITION DETAIL, SHEET 174.
3. LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES ARE
APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING
BEFORE EXCAVATION.
4. 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 OR
ABANDON EXISTING FACILITIES NO LONGER IN USE.
5. COORDINATE JOINT UTILITY TRENCH PROFILE WITH WATER
PROFILE, SHEETS 146 -159 AND STORM DRAINAGE PROFILE.
6. FOR PROFILE REFERENCE POINT, SEE TYPICAL JOINT
UTILITY TRENCH PROFILE COORDINATION DETAIL, SHEET 174.
80
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FILE: 0655DJUTPRF01.dwg
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753981 Avenue N 2502 Jefferson Avenue
Seattle, WA 98109 Tacoma, WA 98402
(206) 286.1640 (253) 627 -0720
vrvry A g.omn
GENERAL JOINT TRENCH PROFILE NOTES
1. SEE JOINT UTILITY TRENCH PLANS AND SEC11ONS FOR
APPROXIMATE PLAN LAYOUT AND DETAILS, SHEETS
164 -179.
2. THE JOINT TRENCH PROFILE SHOWN IS APPROXIMATE.
ADJUST THE PROFILE AS NECESSARY TO AVOID CONFLICTS
WITH EXISTING AND PROPOSED UTILITIES, WHILE
MAINTAINING 36" MINIMUM COVER OVER CONDUITS AND 12"
MINIMUM VERTICAL CLEARANCE BETWEEN OTHER
UNDERGROUND UTILITIES. THE CONTRACTOR SHALL
VERTICALLY TRANSITION THE TRENCH DEPTH BY
DEFLECTING JOINTS OR INSTALLING BENDS PER THE
FRANCHISE UTILITY REQUIREMENTS, AND TYPICAL JOINT
U1LITY TRENCH TRANSITION DETAIL, SHEET 174.
3. LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES ARE
APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING
BEFORE EXCAVATION.
4. 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 OR
ABANDON EXISTING FACILITIES NO LONGER IN USE.
5. COORDINATE JOINT UTILITY TRENCH PROFILE WITH WATER
PROFILE, SHEETS 146 -159 AND STORM DRAINAGE PROFILE.
6. FOR PROFILE REFERENCE POINT, SEE TYPICAL JOINT
UTILITY TRENCH PROFILE COORDINATION DETAIL, SHEET 174.
80
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JOINT UTILITY
-TRENCH ........................
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CONDUIT'
BANK.............................................................
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RAINIER AVE .S ...
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STA
42 +40:97:
SEE
WEST PROFILE;
SHT 188.
0
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STA 42 +40 JOINT UTILITY TRENCH CROSSING PROFILE
CITY OF RENTON
BID
Public Works Department
DOCUMENTS APPROVE FOR CONSTRUCTION
BY: DATE: / /LI/
0 5 20 40 60 T=3430131
HORIZONTAL IZONTAL SCALE IN FEET
VERT. SCALE =1 2 HORIZ. SCALE
RAINIER AVENUE S (SR 167) DRAWINGNO. 191
S GRADY WAY TO S 2ND ST PROJECT NO. TED40M
FED AID NO. -CM0167(048)
JOINT UTILITY TRENCH PROFILE CROSSINGS
DATE: NOV 30
STA 30 +00, S 4TH PL AND STA 42 +40 CROSSINGS 4
SHEET NO. 191 OF F 304
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