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TRO4103430.18 (2)
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CONDUIT BANK . ; .... ..... ..................................................................... ................. ............ ;................. ......:..........I..................... :... ............. ........ .... ........... :................................ ........ .................. .....;.. ............................ ................. :..........................:...............................:... ................. :....... :.............................. ... ....................... ......................... ........................... - 20 : . 0 ...............................................................................................................:...................................................................................................:...................................................................................................:............................................................. :.................................................... :...... :........................ ........................... .... ... ..... .. ................. ................ ................................... .... .. .........:................ ........ .................. .............:...............................................................:..... ..:..............................................................:................... ...................... . :..........-.................' ............... ................... ......:......................... .................................................................... .... ............... ...................... ..... ................................ .......:................................................................... .... .......................................: ................ — :..................... —................................ ........................... ............................. ......... : . 0 12 13 14 15 WEST GUTTER LINE EAST GUTTER LINE 11-14-11 SURVEYED: KPG y�G1A� ]PCX Co DRAWN BY: SOD s �o DESIGN BY: SOD 753 9th Avenue N 2502 Jefferson Avenue CHECK BY: NJD Seattle, WA 98109 Tacoma, WA 98402 20320w� 206 286.1640 253 627-0720 GIST - PROJ MGR: JF �s�tovaL 16�10� wwvi,kpg,com NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DJUTPRF01.dwg 1 5 10 20 41 61 HORIZONTAL SCALE IN FEET VERT. SCALE=1 /2 1-I0RIZ. SCALE " }'- CITY OF RENTON BID=� Public Works Department DOCUMENTSAPPROVED FOR CONSTRUCTION �f BY: / G' DATE: //4(w4%V 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=343012 I CORRESPONDING SHEETS CATEGORY SHE_-T RIGHT OF WAY PLANS 8 EXISTING CONDITIONS 56 SITE PREPARATION & TESC PLAN 70 ALIGNMENT PLAN 82 ALIGNMENT PROFILE 94 DRAINAGE PLANS 105 DRAINAGE PROFILE 114,115 WATER PLAN WATER PROFILE 133 147 I JOINT UTILITY TRENCH PLAN 165 JOINT UTILITY TRENCH PROFILES — 1ry i� F! T Y O��i� ;96PR1PE CHANNELIZATION & SIGNING PLAN f 218 ILLUMINATION PLANS 229 IRRIGATION PLAN 283 LANDSCAPE PLAN 295 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST JOINT UTILITY TRENCH PROFILES STA 12+00 TO STA 15+50 181 DRAWING NO. PROJECT NO. TED403430 FED AID NO. -CM0167(048) DATE: NOV 2011 SHEET NO. 181 OF 304