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HomeMy WebLinkAboutTRO4103430.27 (2)I C I D ry p Ln Ln Q0 CD C_ 0 .Q) ry r-) Ln Lr) C-0 CD 0 ch� w D 0 014, GRADY WAY JOINT UTILITY TRENCH CROSSING PROFILE 6.0 ...... ................................................. ...... ..................................... ...... .............. ....................................... ..... 60. .......... o Ld ................................................... ............ ... . ..... . .......... 40 .................. I ................................ ....... .................. I ......... ............ ........... LLj- . ............................. .............. ........... I LLJ ........................ ................ .......... ......... . . . . . . . . 4M. LLJ . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . = . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . Z.. . . . . . < . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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STA 15+60.99,. ... SEE. WEST PROFILE,. SHT 182 . ............... ..................... ........ .... . ... ...... ...... 0 ................................................................................................. ........ . .. ...... ............................................................................................................. 0 STA 15+60 JOINT UTILITY TRENCH CROSSING PROFILE HORIZONTAL SCALE IN FEET VERT. SCAT72 HORIZ. SCALE Lem& um 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, POTHIOLING 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. 6.0 ..... ................................................................................................... ................................................................................................... ..... 60. ......................... ............ ...... ............ I ....... ...... ...................................... ........... .......... ................................... ...... ................................. ...... ... ...... Mi ----------------- ....... ........... ........... ........RAINIER. AVE. S.............. .... . jU�......................................... . ................................... ....... .. ....... .......=. .. ... ........ ... I ........ CL ............. ..... . M —` f 6. ....................... ....... ......... LLJ Lr) =D Uj 0 ............................................. >< .................................. 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CONNECTION TO RAINIER AVE S .................. ­­ ............................................... ....... .......... ................... STA 21+01.39, SEE EAST PROFILE, ............ .... ...... SHT 183 ....... * ....... . .. . .. . ...... .... .. CONNECTION TO -S .................... ......... ............... ....... 0 .......................................................................... STA .21+03..2.7,. SEE - WEST - PROFILE., SHT .183 ........... ............................. ... I ........................ . . . ....... . .... * ........... ....... ............................................................... 0 .......... T-3430130 INGIAco 11-14-11 SURVEYED: KPG j �6 RAINIER AVENUE S (SR 167) DRAWING NO. 190 Kp�"R CITY OF RENTON WAS DRAWN BY: SOD S GRADY WAY TO S 2 N D ST PROJECT NO. TED403430 DESIGN BY: SOD 753 9th Avenue N 2502 Jefferson Avenue BID Public Works Department FED AID NO. -CM01 67(048) 20 CHECK BY: NJD Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS APPRVOV FOR CONSTRUCTION JOINT UTILITY TRENCH PROFILE CROSSINGS DATE: NOV 2011 ISTV, PROJ MGR: JF (206) 286-1640 (253) 627.0720 NUMBER REVISION DESCRIPTION BY APP. DATE SSI�r, VIV FILE: 0655DJUTPRFOI.dwg wn.kpg,com BY: GRADY WAY, STA 15+60 AND STA 21 +00 CROSSINGS SHEET NO. 190 OF 304