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...... ......_ ......:...............................:...... JOINT. UTILITY. TRENCH....:...... .
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STA. 45+87.14, .SEE..WEST. P.ROFILE,..SHT. 189.................. ........ .
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GIA Co 1 i-14-11 SURVEYED: KPG
WAS� DRAWN BY: SOD
�o DESIGN BY: SOD
CHECK BY: NJD
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NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DJUTPRF01.dwg
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753 9th Avenue N 2502 Jefferson Avenue
Seattle, WA 98109 Tacoma, WA 98402
(206) 286.1640 (253) 627-0720
www.kpg.com
1 5 10 20 40 •/
HORIZONTAL SCALE IN FEET
VERT. SCALE=1 2 HORIZ. SCALE
CITY OF RENTON
BIDPublic Works Department
DOCUMENTSAPPR V FOR CONSTRUCTION
BY: DATE:
GENERAL JOINT TRENCH PROFILE NOTES
1. SEE JOINT UTILITY TREINICH PLANS AND S1- 1i ) , i
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
UTILITY 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 T'JPIC.I JOINT
UTILITY TRENCH PROFILE COORD1NA -ION DETAIL, SFIEE T 17 4
T=3430 132
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
JOINT UTILITY TRENCH PROFILE CROSSI CGS,
SW SUNSET SLVD CROSSING
DRAWING NO.
PROJECT NO. TED403430
FED AID NO.-CMO16? 048;
DIATE: NOV 2011
SHEET NO. 192 OF 304