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Home My WebLink AboutTRO4103430.19 (2)0- N O N N V 0 u7 Ln 0 / z O f-- Z w Of U w O J 80..................................................... ............................................................... ................................................ .................... .............................. ..................................... 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EXISTING GROUND AT CENTERLINE WE57 GUTTER PROFILE WEST GUTTER LINE I ............................................................- - ----------------- ........ .....................................................................................J 20:..............................: .................... :...................... .....................................:...................... ........................................................................................................................................................................................................................................................................................................................................................................................................... ................... �............ H— ................... 20 CONNECTION TO .CENLURYLINK VAULT (Q5) .. CONNECTION TO -PSE. -VAULT {R5} ............... p .............................. . 0.............................:...........................................................:..........................................................:............................. .............................. 0 ..........:...................................................................................................:...................................................................................................:...................................................................................................:...................................................................................................:.................................................:.......... 15+50 16 17 18 19 20 EAST GUTTER LINE 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. HORIZONTAL SCALE IN FEET VERT. SCALE-1/2 HORIZ. SCALE T=3430122 CORRESPONDING SHEETS CATEGORY ql�,4!7rT 9 RIGHT OF WAY PLANS EXISTING CONDITIONS 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN 83 ALIGNMENT PROFILE 95 DRAINAGE PLANS 106 DRAINAGE PROFILE 115,116 WATER PLAN 134 p WATER PROFILE JOINT U1LITY TRENCH PLAN 148 166 JOINT UTILITY TRENCH PROFILE : - PROPERTY RESTORATION''' CHANNELIZATION & SIGNING PLAN 197 219 ILLUMINATION PLANS 230 IRRIGA11ON PLAN 284 LANDSCAPE PLAN 296 GIACo�11-14-11 SURVEYED: KPG CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 1 82 OS wAs�j y DRAWN BY: SOD S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: SOD 753 9th Avenue N 2502 Jefferson Avenue BID — Public Works Department FED AID NO.-CM0167(048) CHECK BY: NJD Seattle,WA98109 Tacoma, WA98402 DOCUMENTS JOINT UTILITY TRENCH PROFILES � APPROV FOR CONSTRUCTION DATE: NOV 2011 3zo�� w 206 286-1640 253 627-0720 crsTER l.�w PROJ MGR: JF ( � �joNAL �lyG www,kpg,com BY: DATE: �� STA 15+50 TO STA 20+00 SHEET NO. 182 OF 304 � NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DJUTPRF01.dwg