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SHEET
RIGHT OF WAY PLANS
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EXISTING CONDITIONS
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SITE PREPARATION & TESC PLAN
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WATER PLAN
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154
JOINT UTILITY TRENCH PLAN
172
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PROPERTY RESTORATION PLANS
203
CHANNEUZATION & SIGNING PLAN
225
ILLUMINATION PLANS
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IRRIGATION PLAN
290
LANDSCAPE PLAN
302
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NUMBER
REVISION DESCRIPTION
BY
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WEST GUTTER LINE
EAST GUTTER LINE
C EM
HORIZONTAL SCALE IN FEET
VERT. SCALE =1 2 HORIZ. SCALE
GENERAL JOINT TRENCH PROFILE NOTES
1. SEE JOINT UTILITY TRENCH PLANS AND SECTIONS 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
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 TYPICAL JOINT
UTILITY TRENCH PROFILE COORDINATION DETAIL, SHEET 174.
T- 3430128
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
172
JOINT UTILITY TRENCH PROFILES
-
PROPERTY RESTORATION PLANS
203
CHANNEUZATION & SIGNING PLAN
225
ILLUMINATION PLANS
236
IRRIGATION PLAN
290
LANDSCAPE PLAN
302
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SURVEYED: KPG
DRAWN BY: SOD
DESIGN BV: SOD
CHECKBY: JF
PROJ MGR: JF
FILE: 0655DJUTPRF01.dwg
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7539tlIAvenueN 2502 Jefferson Avenue BID
(206) 286-1640 9 Tamma,WA26402 DOCUMENTS
(206)266.1640 (2531627 -0720
µwwkP9COm
°' CITY OF RENTON
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Public Works Department
APPROV FOR CONSTRUCTION
BY: DATE :�u�t
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
JOINT UTILITY TRENCH PROFILES
STA 42 +00 TO STA 45 +00
DRAWING NO. 188
PROJECT NO. TED403430
FED AID NO. - CM0167(048)
DATE: NOV 2011
SHEET NO. 188 OF 304
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE
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