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HomeMy WebLinkAboutT-343012780 80 :. .................. ....... .................. ................ .......:..... :..............................:...............................:..............................................................:..............................:...............................:............................... ............................... ...................... _ _ _ .. _ _:....... ....................... .. _ .. _ .. _ . _ . _ ... ................... ......... _ ............. . ........... _ .[ ......... ......... .....:........................ _ .. _ ... ........... _ ..:. _ . ......... ,.,,.,, ... ,... ,,, ............................... .. .....:................... ............:.................. .. ......... ......... .................... .... .....:............... ... ........... ............... ................ ........:............. ................ ......... ......... ..._... ......... ......... . .. ....... S 3RD PL. ...... ............ 60 Z ... ; .......... ..........:.............................................. Y .. ........ .. ... CL .................... ..............................� .....:.....�........� DRAINAGE PLANS 111 DRAINAGE PROFILE ........... �x ...... . x . i .... ......... ..w ' ..:...... .... ............................... .............. .... w... .... .... ... .. ...... ......... ......... ......... ..... ..... .... .. ... ....i. ... ........ ................,......,.... .. .... C ....j ` .O .: ob w ...... .. ... .w. ... .....i. ...... .. ..:.. ... ..._ ... .. ........... ........ Y.. ........... ....... ....... .... ......... �.. :. .... .... .. .. ... ...... ... .. ... ... .. ....... ...... ... ... ....... ... .... .. .... .........................� ..O ......_.._.._..........._....AT C €NTERUNE... ...w ._ . w.. :. ........... ..... ..... ..... ... ............................ .............. ..Y . ......... .. ........................... ' ............ .... w ..� .. N Z ....... .m .V.j. .�. .. :. ....... ......... .... ......... . .. ............ ............ ..... ... _ ....... ......Z ... .. ..................... .... ... .... .... ? ...w ......... ..... .......... ..... .... ... ........... .. .. ...... .. ........ x . ... ........... ..o .,a. o.. �. rl _ ......... ......... ..... ....... r� ................... : .... ......... ............ 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 60 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. ' 40 ...................... ............................... SHEET ... ....... 14 .. .. w..................:.................................................:..... ............................... .......... ..........:.............................................. .. .. w ...:..........................w .. ........ ALIGNMENT PROFILE ..... ................ ........ ........................ ....... DRAINAGE PLANS 111 DRAINAGE PROFILE 122 �x ....... x . ..................................... .......:......................¢ .... ............................... .............. ..... .... ............................... EXISTING . .GROUND.................... _.._......_._ ........... .........x..w. 235 IRRIGATION PLAN ........................... .WEST GUTTER PROFILE_................... ............................. o _ ..............� _... o. ......_.._.._..........._....AT C €NTERUNE... ...:. w . ............................... ...(� . x ...... .................... ......... x . ..x .. . ............. ................. ... . ... ........... .............:................. ... ... ...................JOINT UTILITY TRENCH....... ..............................:................................................. 20 .................... ............... ................;.......CONDUIT BANK.......... ............................ ..;............ ............ ....... ............................... ............................ 20 12" WATER 1E 3.6' .......... .. ....:................ ..............:.......... ...........................................: .............................. ............ ............ _ ...... : ........................................................ ................................................................. i.. ........................ .....:............................... ..............................:........... . ..................... ... ......... ......... .. P...............................: ..............................: ..................................................... i...... 0 :...... ........................:...... ..........:.................................................:.................................................:.................................................:.................................................:.................................................:...................................................................................................:............................ ......... .......:............. ............................... ...................:......... ............ ......:. .... ................... ..... ......... ......... ........ ...... ......... ............................:.. ................ ..........;.............. ......... ......... _ _. _.................... ....:... ......... ......... ......... ........ ......... ......... ..:.... ......... ......... ...:..... .......................: ..:.... ......... ......... ............... .. ................ ..:.... ......... I ............. .:. ..............................: ........................... ............................ 0 ............................... . 38 39 40 41 42 WEST GUTTER LINE EAST GUTTER LINE 11 -14 -11 SURVEYED: KPG OS4'4�Otnsc08y DRAWN BY: SOD Kp� BID CITY OF FENTON DESIGN BY: SOD 7539th AvenueN 2502 Jefferson Avenue � Public Works Department h CHECKBY: NJD Sealte,WA98109 Tacoma,WA98402 DOCUMENTS APPROVED FOR CONSTRUCTION a 2sreR ,t'�¢� PROJ MGR: JF (206)28 61640 (253) 627 -0720 ��oNAL Kwl.Ypg.COm BY DATE: /i // NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DJUTPRF01.dwg !' 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- 3430121 CORRESPONDING SHEETS RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST JOINT UTILITY TRENCH PROFILES STA 38 +00 TO STA 42 +00 CATEGORY SHEET RIGHT OF WAY PLANS 14 EXISTING CONDITIONS 62 SITE PREPARATION & TESC PLAN 76 ALIGNMENT PLAN 88 ALIGNMENT PROFILE 100 DRAINAGE PLANS 111 DRAINAGE PROFILE 122 WATER PLAN 139 WATER PROFILE 153 JOINT UTILITY TRENCH PLAN 171 JOINT UTILITY TRENCH PROFILES - PROPERTY RESTORATION PLANS 202 CHANNELIZATION & SIGNING PLAN 224 ILLUMINATION PLANS 235 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST JOINT UTILITY TRENCH PROFILES STA 38 +00 TO STA 42 +00 z �y O c t n N j > I� o W N Q c y 187 DRAWING NO. PROJECT NO. TED4_ 0343°!0 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 187 OF 304 z �y O c t n N j > I� o W N Q c y