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HomeMy WebLinkAboutT-3430122O N 3 0 it d 0 u7 i L U i 3 0 0 i z c� w i a 0 i z 0 z w U 0 0 i 80 ........ ....:. __...._.. .............. ....................: _ . ................ ..............:..—.........—.... .... ....... :............. .................. : ........... ................. :.............................. :............................ ......... ....................................... ... ............. :.............................: :...................... ........:..............................:........ — ... ..................:................. .............. : ............................... ............................... 80 . ..: :................ .............. :........................................................................... ................... :.............................. ............................ .......................................................... ..................................... 60 : .............................. : ..............................................................:...............................:.............................. :.............................. :.............................................................................................. . :............................... :........................... .................................... ........................ .......: ..............................: ................................................................................. ................: ..............................: SITE PREPARATION & TESC PLAN 60 :......................................................................................... .....................................:.............................. :.. ............................:.. ................. ......... ..:...................................................... ........:........... ............................ .................. ......... ........................... ............................ :..............................:..................................... ............................... ...................................................................................................................................... 80 ..............: ..............: ............ ............... 95 DRAINAGE PLANS ... ....... ... :.... ....... ......... ......... ....... ......... ............:...... ............................ s .. ............. _........ ............ ...... ................. GENERAL JOINT TRENCH PROFILE NOTES N .. ........ - _._... :.............................. ........................................ ......................:........ ww w. _ .......... ............. ......... ................... ...... _ _ ..... .... ....._...... .................................... _ ..................... .............................. .... .............................. AT CENTERLINE .............. ............................... 1. SEE JOINT UTILITY TRENCH PLANS AND SECTIONS FOR .......... _ ............ ......... ............... . _ ..... ... ................ _ . . ........ ..:...... ..................... ................ ......... _ .....................: ...... ...... _ . .......... ...... ... ... ... ... _ .......: ........ .. .... APPROXIMATE PLAN LAYOUT AND DETAILS, SHEETS ......................................... ............ .: 20 ............................ ............................... ...... ..................... :................................................... .................... ....................... :............................... :............................................................. ................ ....... . ..... ...... ... ....... .. ..... . .............. ...... ...:......... ...... ............ .: ................ .............. : 164 -179. ... ......... ...... .... ......... .............. -. ...... ......... ......... .... .. ...................... ..:.............. ..... ......... ......... ....... .......... ............ ...... ...............:. .... ......... ......... ...... ......... .......... ................... '.. .........: .. ....... ................. ..:...... ............................ . 2. THE JOINT TRENCH PROFILE SHOWN IS APPROXIMATE . Z...... ..... ......... [..... ......... ......... ...... .......... .................. .................... ...... ......... ......... ........... ...... ..: ...................... ..... ADJUST THE PROFILE AS NECESSARY TO AVOID CONFLICTS Y HARDIE. AVE . SW ........................................... ............................... ...........:......................... .....:......................... M ............. .. WITH EXISTING AND PROPOSED UTILITIES WHILE 60 .... ............................... w _.................:............................................... CL................................................:.................................................:...................................................................................................:......... ............................... ........................................................:............................. u 60 ....................:.......... MAINTAINING 36 MINIMUM COVER OVER CONDUITS AND 72 w .. MINIMUM VERTICAL CLEARANCE BETWEEN OTHER Y . o �... .. �.... UNDERGROUND UTILITIES. THE CONTRACTOR SHALL E............� ... Q........ :.................................................... ... ... ....:.............................. ............................... :............................. ..................: ^._ °... ............................... ............................ VERTICALLY TRANSITION THE TRENCH DEPTH BY ............ w .. .... ............. ...................................................... ............................... :.................... ..........:............... ..... •... ........... ......... .... ............................. DEFLECTING JOINTS OR INSTALLING BENDS PER THE o..........:.............................................................................................:..............................:.......................... .....:.....................`'.. 0....:............................... :.............................. FRANCHISE UTILITY REQUIREMENTS, AND TYPICAL JOINT 3 ..� c ........ .............................................................. ............................... ............................. . :............................. ` °.. ............................ .......... ..................... UTILITY TRENCH TRANSITION DETAIL, SHEET 174. ..............� ..N. N........:. ...........................................................................................:. .............................:. ...................... -... .......................i...�... ............................ ............................ w ..w. W........ M ........................................................... ............................... s .................. .. ........... ............ .............. . . o.. w... ............................... 3. LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES ARE 40 ........................... v,...... 40 APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING ....... ............................... . w .... i .... ... ............................... BEFORE EXCAVATION. 0 " "' ....... .. .............. ................. 4. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW 31 CONTINUED OPERATION OF ALL EXISTING UTILITIES UNTIL ............ .......................EXISTING GROUND 'AT' CENTERLINE ..................... .:. ..........................WES:T GUTTER PROFILE........................................................................... ............................... NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS .............. .. ... .......... M. .................. ..... ........ ... ...........................:............................... ...... . .... ........ ..... ...................................................................................................... ( Tn ?) ............................ :.............................. COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE OR - - — — — ABANDON EXISTING FACILITIES NO LONGER IN USE ........... ................:.............. ................... ................ 20. 5. COORDINATE JOINT UTILITY TRENCH PROFILE NTH WATER ................... ................... :................................................. ........ JQINT..U.TILI.TY.. TREN.. CH ....... :................................................. : ................................................. ....... .................... :................................. CONDUIT BANK ......... ..... ......... ......... ..... ......... ......... ..... ......... ........ ....... ......... ....... ........... .............. PROFILE, SHEETS 146 -159 AND STORM DRAINAGE PROFILE. ..............................................:...............................................................:............................................................ CONNECTIONTO 15 +6 c R SING ..................................................... ................................ .............................................................................................:.............................. .:............................. ..... .:...................I......... : ....................... 6. FOR PROFILE REFERENCE POINT, SEE TYPICAL JOINT E... STA 15+60.99, ......... ......... SEE. PROFILE, SHT. 190 .................:... :..............................................................................................:..............................:...............................:..............................................................: ...:.... ........................5..... .......... ................... :.............................. . ........................:...... ......... ......... E...... :.............................................................: .................... .:....... ......... ......... :....... ....................: ............................... ....... ......... .........i.. .............................. ..............................: ...... ........... .......: UTILITY TRENCH PROFILE COORDINATION DETAIL, SHEET 174. :.............................. :..............................:............................... 0 ........................................................... :............................... .:.. ................................................................................................. .............................................................. :..................I........... .............................................................. .:.............................. ..............................:..............................:.... : .................................... . ............ :........ ........... ....................:............................................................... :..............................:........................... ............................I.. ............................................................................................................................................................................................... ....:............................... : .............................. : : ....................... .......: :.................... ........ .. ..... ..... 0 15 +50 16 17 18 19 20 WEST GUTTER LINE 80 ....................................................................................................................................................................................................................................................................................................................................................................................................................................................... :... .................. _ _ ......_ _ ........ :.............................. :.............................. s...............................:........................ .......:..............................:................ :............................. .:............................. s...... .................. .............. ............... :..............................:.......................................................... .....:............................... ........ ....:. __...._.. .............. ....................: _ . ................ ..............:..—.........—.... .... ....... :............. .................. : ........... ................. :.............................. :............................ ......... ....................................... ... ............. :.............................: :...................... ........:..............................:........ — ... ..................:................. .............. : ............................... ............................... 80 . ..: :................ .............. :........................................................................... ................... :.............................. ............................ .......................................................... ..................................... 60 : .............................. : ..............................................................:...............................:.............................. :.............................. :.............................................................................................. . :............................... :........................... .................................... ........................ .......: ..............................: ................................................................................. ................: ..............................: SITE PREPARATION & TESC PLAN 60 :......................................................................................... .....................................:.............................. :.. ............................:.. ................. ......... ..:...................................................... ........:........... ............................ .................. ......... ........................... ............................ :..............................:..................................... ............................... ...................................................................................................................................... ...................... ......... :............................... ................................ :...... ......... ................... :............................... ....................... ........:................ ...............:............... ............................ ........................... ........................... ............................ .........Y ... ...................:..........Z .. ..............: ..............: ............ ............... 95 DRAINAGE PLANS 106 DRAINAGE PROFILE 115,116 40 ..........:.................................................:.................................................................... ..............................: ..........w� �............ ............................... 40 i ... .......... ......... ..:. ... .................. ...... ... ......... ......... ..................... ...................... .............................. ......... ........ .. ......... ......... .... W.I J N .. ........ - :..............................:..............................................................:...............................:.............................. :.............................. ........................................ ......................:........ ww w. _ .......... 219 ....EXISTING GROUND ...................................... ...,........................... .......................... .................... x ................ .. EAST . GUTTER PROFILE. .................. ....... ........................:...... w .......... 284 .............................. .... .............................. AT CENTERLINE .............. ............................... ................................................ ....................................................... ........:............ 3 .......... ............................ _. ...... - — — ------------------ - ................... . ... . - ------------ — - .....................:................................... ...........................:... ..... .................... ..... .. .............. .................. ............................... ............ .: 20 ............................ ............................... ...... ........... ............................................. ............................... .................... "CONDUIT' BANK" 20 ................ ....... . ..... ...... ... ....... .. ..... . .............. ...... ...:......... ...... ............ .... ..... .... ...... ..CONNECTION. TO CENTURYLINK..V.AULT. (A5) . ......................... .. .............................. :............................... ............................................................... :..............................:..............................:...............................:........................ ....... ...................................................................................................................................................................................................: :.............................. .............................. .............. GONNECTION TO -PSE VAULT. ( R5).............. ............................... :........................ ......:..............................:.................. ........... ..:.......... ..................... : ..............................: ..............................: 0 .................. ............................... ............ ..............................1 ................................................................... .............................17 ................................................................... ..........:.......................................... ................................................................. .............................18 ..................................................... ............................... 0 0 15 +50 s 19 EAST GUTTER LINE 11 -14 -11 SURVEYED: KPG os�e�GWA �Ogy DRAWN BY: SOD KhG'r Al CITY OF F ENTON S o21 DESIGN BY: SOD — 76391hAvenueN 2502 Jefferson Avenue BID Public Works Department CHECK BY: NJD Seatlle,WA98109 Tacoma,WA98402 DOCUMENTS 2Usrva Qa+a (206)2861640 APPROV FOR CONSTRUCTION (253) 627 -0720 �'roxs� ��� PROJ MGR: JF vMM,kpg Wm BV: DATE: NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DJUTPRF01.dwg HORIZONTAL SCALE IN FEET VERT. SCALE-1/2 HORIZ. SCALE T- 3430122 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 9 EXISTING CONDITIONS 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN 83 ALIGNMENT PROFILE 95 DRAINAGE PLANS 106 DRAINAGE PROFILE 115,116 WATER PLAN 134 WATER PROFILE 148 JOINT UTILITY TRENCH PLAN 166 JOINT UTILITY TRENCH PROFILES - PROPERTY RESTORATION PLANS 197 CHANNELIZATION & SIGNING PLAN 219 ILLUMINATION PLANS 230 IRRIGATION PLAN 284 LANDSCAPE PLAN 296 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST JOINT UTILITY TRENCH PROFILES STA 15 +50 TO STA 20 +00 DRAWING NO. 182 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 182 OF 304 2 �y n a - O G N C D ' < • ` { w { Ct O y