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HomeMy WebLinkAboutTRO4103430.20 (2)IF a cP_ IN C (NI -j- N O LL rrl a_ �- Ln 0 J 0 C 0 U 0-: .�i 0 L_ 0 i z U) w 0 i 0 > Q r) iY L_, Ll; C-7) 0 1-1 V) C-) LL D 0 ry a 80............ ...................''''........................... 80.................................................:................................................................................................................................................................................................................................................................... . : . ................................ ...... ... : ............... .. .......: ...... ............. : GENERAL JOINT TRENCH PROFILE NOTES " :... ... ... ... .... . .............................................................. : :. .. ...... 1. SEE JOINT UTILITY TRENCH PLANS AND SECTIONS FOR :.......................:...............................:...............................: :. : ........................ I ............... .............. .: APPROXIMATE PLAN LAYOUT AND DETAILS, SHEETS ...............................: ..........................................................:............................................................: ..........................................................:..............o ............. 16 4-179. LLJ :. ... . ................................................ ........I........ ............... ....................................................................................... :...............�.............. ._ ....... _C:) ..:....... o..o .................: ................. ..... ... ..................... I ....... .............. .................... ...... 2. THE JOINT TRENCH PROFILE SHOWN IS APPROXIMATE, .. :........ ... �...............................................:........................... .:.. ,� I.*.............. �...............:.................... ........ ADJUST THE PROFILE AS NECESSARY TO AVOID CONFLICTS ......................................................... . ... ....... :..................... j .............= ..:..... �-..�............SW.7.TH- ST........... .�.... . ...: ... m A UTILITIES, WHILE 60 . . . WITH EXISTING AND PROPOSED UTILIT ..............................W....................W....:.......... w...w ...I..................... .................. w �, ................. GL _ .......... �....:................................................:.......................C........................:.................................................:.......... MAINTAINING 36 MINIMUM COVER OVER CONDUITS AND 12 :. :... -Li- - - _ MINIMUM VERTICAL CLEARANCE BETWEEN OTHER ,r,.^.........................�..........� .�................... ... :. � u7 .......�. ..........� .........� � ....�.......................�.. z ...._.........�.. x ...... _.......... �...........: SHALL o N z F_ ,�-, � o: o o z z �o CD z z. z z z UNDERGROUND UTILITIES. THE CONTRACTOR SHA :... �,, ......... :.... ®..................... z ... U, :..� ... �,,.. ..... ........ :............� ...U, .. ,� ...... .... .. �.. .... :...... z .. VERTICALLY TRANSITION THE TRENCH DEPTH BY ..cfl ..................... W . LLJ... . ...C).. .....4�J.......... 4�....0 .. ��... ......4�..... ................ �_. .. .........w..t-j ..........:.................w .. ....... Q - � F__ w z : z z z v - - - - - w DEFLECTING JOINTS OR INSTALLING BENDS PER THE ............f-- M........................................................................ �i..........Q ........- ...o ..:..w ... Q. ..... I............ z ...:... w .. - : �, : ,_,_, - � - U : - C) C� w ............ L-Li U .. .. 0 �..... _ �:.. ci ..........� . ............................� ...........: FRANCHISE UTILITY REQUIREMENTS, AND TYPICAL JOINT �' .............�..............................:. ..................cam.......:... cam...: w w w w w Lli ®............._. �,,...................... LL �- - w = : �.. - ...� ... - w -_ � � . .. '- � .� � : UTILITY TRENCH TRANSITION DETAIL SHEET 174. - (t) ...... 00 . � ... 0 ..:. QCD '� .. C"j 0 LL ......... ... O Q O. — Q O w , .......I.....__..... ....... III ( -44 W :.. ......... X ........... ................... ....... .:....LL..................... X . � ..... x ........�...�..: .x. .. x..><.. ..><..........:.. .........X.... >..Of.. ><. .:. .x.....>< ..........I...... >:.. �.........x..>< ......... .................><..><...... : w1. -.WEST .GUTTER . PRQFI.LE ..... - ......: C . w �,_i w x w : w w w w . w w 0 w : w w � Uj w w w 3. LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES ARE 40 .....� ....................... :.. w.......:.................... ......... ............ ... .. c___ ........... .... .. Q........... ......... .................. ....... I : APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING " : : 40 (T.YP)................................................................................................................................................................................................................................................... ................................................................. ............ : : N : : _ BEFORE EXCAVATION. . .,. , f-. I ........ ................. ...�....... ............. . ........ N ......... ....... '. ...I....... ... �. . ... .. : . . . . . :. .... a................:..............................:..............................:...............................:.. .:......................... ........ ............ ......... 4. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW U :........................ :... CONTINU TI1!TIES UNTIL : ED OPERATION OF ALL EXISTING :.............................:...............................:..............................:...............................:...............................:.................. �. ............. . . NEW SYSTEM IS COMPLETE ONCE NEW SYSTEM IS :... ......................:...............................:.............................. :.. ............................ _ ..............................................I. .... .... .................. ............ .......I..................... .. COMPLETED, TESTED, AP AND . : COMPLE S PROVED BY UTILITY OWNERS A :... 0 . _ _ .,.. �. __ �.._ _ _ - - R . �.. T _ . OPERATIONAL, CONTRACTOR SHALL REMOVE FULLY OPERATIO • .. ..... ................. .................. .......... ..... : .................. .. ......: ABANDON EXISTING FACILITIES NO LONGER IN USE, li . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . ... . 11�- 1_ v : ...... ........ ........................... .............................................................................................................................:.....2... 5. Y , RL,�iCH r � �;; i E I s s hr I FR COORDINATE JOINT JTILI :..............................:.................... I .....................................:... ........... ...........:...... ....... ........ ........... I ................... ........................ PROFILE, SHEETS 146-159 AND STORM DRAINAGE PROFILE. JOINT UTILITY TRENCH ............ ..... .. . .. ...... ....... ..... - ............ .. .... ii .. .. .E . EXISTING' GROUND :... CONDUIT BANK.... .............................. " :... 6. DINT, SEE TYPICAL JOINT :... :. AT CENTERLINE � . -. . ............... ......................... ................................................._............... UTILITY TRENCH PROFILE COORDINATION DETAIL, :............................. : TAIL, SHEET 174. :..........................CONNECT] ON..TO. STA .21+.00 - CR-OSSING............. PEA. GRAVEL. AND. PERFORATED. PIPE . , ....................... ............. ...STA_ 21.+03..27.,. SEE .PROFILE, . SH.T .1.�0....... X 7' BE .... ..... ....... ........................ ...... ......I. .. .................... ARE. ANTICIPATED. A.PPRO...... LOW 1 :.. :. ... ... ....................................:..............................:.... ..:. ........ .... • GROUND - SURFACE .FROM . AP.PROX... STA : ... :............ :.....................:..............................:..............................:...............................:. :........................ 23+ 58 :TO STA 24+ 00, 44.5' LT...... : 0 :. ........ ... ................... 0 ..............................................................................................................:...................................................................................................:...................................................................................................:................................................................................................................................................................ 20 21 22 23 24 WEST GUTTER LINE 80............................................................................................................... ..... ...... .. ..... ............ .. :........................ ................................................................................................................................................................:...............................................................:......................... .. .... .......................... .............................................. :..........................................:..............................................................:.................. .......................... .... ............ .................................•......................................... 8.. ........ ....... : : 60 :........................ .....:...............................:...............................:.......................... ... .......................................................:.............................:...............................:...............................................................;..............................: .. ..... . ................;............................................................:..............................................................:............................. ....:..............................:.......................I.......... .. ...........:................................................. : ..... : 60 .................... .... ........ ... ...... ...:......................... ...... ....... ..:...............................:...............................:. .............................*................................................... .......:..............................:.............................................................:............................. . _ .S - 7TH: -ST .:. ... .: .... .: ............................:...................... ....................................... ......... .. .. ..................... .. ....GL.... .......................................................:.............................. ........... ................. . 40 :.... ....:...............................:......... . -...:........... :........ ..... ..........� ..:....................... ................ .... ...........................................................:........................... ...... :. z - :.. :............ ................:.............:..............................:............................. . ............................ 40 ; ..........:........................................ .... N.......................................................: ....... w. ,......................................... EXISTING GROUND AT LaJ......................................................................................................:................................................:..................... CENTERLINE........ :.............................................................................................................. " � ........................................................I—............................................................. Q ............................. . .................. .....�...:.......... ....:.......... ................ ...............CD...... .......................... ....... ............................ ........................... ..:............................ :..............................:.... :.............................. ..........................................................: EAST GUTTER: PROFILE...... .. ... ... :......................... ...........tn................. :.......... .....TYP........................................ -..........:............................ ................................ ............................... :...........................I.. ............. ....... ..........:.............................. . : . ................ ..... .....................: ............. . ... ...................................................... ........................................................... ............................. 20 : ... . ............... ... ..............:..............................-.. ............ ..........:..............................:........................ ......... ;... : . .......................... : 20 ..........:...........:.... : .:.................................................:...............JOINT UTILITYTRENCH..................................................:..................................................................................................:...................................................................................................:. ... :... :.............CONDUIT BANK.... ... :................... CONNECTION TO STA 21+ OO CROSSING ..............................:.. :..............................:...............................:...............................:. ..............................:.............................. .........................STA.21.+ :..............................:.... :........... ...................... 01.3 9,.SEE. PROFILE,. .SHT.19.0:...............................:...............................:..............................:......................I........:I...... ......... ............:..............................................................................................................................: ................. .............. ...................................................................................:............................... :.......................................... ........................:..............................: ..............................: :..... ... ..... .... ... ............... .......... ................ ,. ............................. .... ..................................... ............................ ................................................................................................................................................................................................................................................. ........ .......................... 0 .. 20 21 ....................... ............. .. ...... ... ........................................................................................................ 22 23 ....................... .......... 24 ' I NUMBER I REVIS!ON DESCRIPTION II PNI, EAST GUTTER LINE t i 753 9th Avenue N 2502 Jefferson Avenue Seattle, WA 98109 Tacoma, WA 98402 (206) 286-1640 (253) 627-0720 www.kpg.com BID DOCUMENTS M tRdo CITY OF RENTON Public Works Department APPR77—�f VED FOR CONSTRUCTION BY: �' , DATE: !/W/ �f 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERT. SCALE=1 /2 HORIZ. SCALE T-3430123 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 10 EXISTING CONDITIONS 1 58 SITE PREPARATION & TESC PLAN 72 ALIGNMENT PLAN 84 ALIGNMENT PROFILE 96 DRAINAGE PLANS 107 DRAINAGE PROFILE 116,117 WATER FLAN 135 WATER PROFILE 149 JOINT UTILITY TRENCH PLAN 167 JOINT UTILITY TRENCH PROFILES - PROPERTY RESTORATION PLANS CHANNELIZATI+;N & SIGNING JLAN 198 +—no0 __ _���_ ILLUMINATION PLANS i 231 IRRIGATION PLAN �1 285 LANDSCAPE PLAN 297 z m 0�z a m �', �t V) C I -Id m Wz Cn N W � d � w o " z 0