Loading...
HomeMy WebLinkAboutT-343013060 ............................... 60 60 . .......... _........:. ........ ......:.... ............... .....:....... ......................... :. ... .. .. Z .. . ' .... _._......_ ........ ............ ...... Y Y .:.. N .. ...., ., ........ � ......... :.. ................ ....... ... Y .Z ...............� ............ W .......... .... .. ..... ......... ..... ......... Y ..Z Y . Z L.J .. ... ........ ., ......... :... C✓ w .. ..... ......... ...... .........................: .................. w..... .... . ¢ .... ...... ... ...... > ..w.w . —.— > .win_ o ... ..... ........ .... .... .. .. .. .... .... ......... [M w ... .o Y C7 .................. _ F--M ..N . ... ... W X ... 40 ?W ..............� 0 ..Z ....... w ...................... ...'...............o.o.w,...:.. o 40 . .......................... .. ..........:. o .....................0 ............. 3........ w W.........:............... .... ......_ ............................... ......................fl RAINIER AVE..S XISTING' GROUND ....w x .d....... . x . .. �...:. . ......... ............................... ............. .. ............ _ ....... . :� ............... ....� o RAINIER. AVE. S. ...........:.... w .. o ......... :............ .... ............................... n.................... H ..... .Q.X..._...a ?< . 3 w .... . ... . �. n a w .. �...... .........._ ...... ......... .................. ....... ,.......... N I...... ....� .....:.... :.... 447 . ..... ..................... :..... w 3 N . ..... EXISTING GROUND :. .. ................. ............... :.. .... W ...... ..... .....:.... ........ ............. ......... ... ........:..................... . ... .. ... .....:.. ............................ ............................: ..............................: 20 .......... ..`............ ... .:......w ........ ...... ............. 20 .....:....... .... ..................... .......... ... JOINT UTILITY TRENCH ...........I................ 20 ...........: 20 ......... ... ..........;...........0 JOINT OTILITY NDUIT BANK..... .................... JOINT.UII .. TY.TRENCH.. 20 E .........CONNECTION TO RAINIER AVE 5 ... ............ .... _ ................................................... ...... CONI)IJIT .... ..:..................... :............................ ....... . .... STA 10 +85:74, SEE:WEST PROFIL SHT 180 _ ........................................................... .. .....:......................... CONNECTION TO RAINIER AVE S .... .. .............................. :............................ , :.............................. .................... ........ ....................... ........... . ..............................: SHT 0 ............................................................:...................................................................................................:.................................................:............................ ............. _ .... ....... _ _ ...... ....... ......... ..:..............................:............... .. ....... .....................:......... ............ ............. ,............ ...:. .......... ........... .........: ..............................: _ .............. :... :............ ............ . ...... : ..............................: .. .......... ...............: 0 .....................:......... . GRADY WAY JOINT UTILITY TRENCH CROSSING PROFILE 60 ........ ..................................................................................................................................................................................... ............................... ............................... 60 . ......... ........ ............................... ... :.. ... ...... .................... .. 5. .... ° > { .. .... _._......_ ........ > Y N :. ..... ...... :.. .. ....... .. ...... ... W ... _ .. ... ... ... . Y ........ RAINIER. AVE. S............... .... w..... ........ . w ....... ...........= ..M o Y ....... .. .... ......... w ... .o Y ..... ... _ W ..N . ... ... W .. ... ... w .ad N EXISTING GROUND o 40 w 40 — .. w _ K.... w .. w _ � 33 . U �. a .. .. .. 40 w o RAINIER. AVE. S. ...........:.... w .. O ......... W .... ............................... H ..... .Q.X..._...a ?< . 3 w .... . ....:..... ....CL._._ ...............� �+ . �. n a w .. .... ........................... .. .. .... .... ....... :. .... . w ..... w N ...:.. ........ :..... w 3 . ..... EXISTING GROUND :. ..... ..... .... :.. ...... � .............. ........ ............. ......... ... N... ... . ... .. ........ .... ............................ ........:..........w 20 .......... ..`............ ... .:......w ........ ...... ............. 20 .....:....... .... ..................... .......... ... .. ...........I................ 20 . JOINT OTILITY JOINT.UII .. TY.TRENCH.. TRENCH ...... CONI)IJIT .BANK .... .... .... CONDUIT ...BANK.... .. .....:......................... CONNECTION TO RAINIER AVE S ........ .....................................; STA 21 +01.39, SEE EAST PROFILE, SHT 183 " TO I "CONNECTION TO RAINIER ........... EX STORM IE UNK ,,,,,,,,,,, ............:. .......... 0 ...STA 21 +03.27,. .SEE WEST PROFILE, SHT 183 ...........................................: 12 " STORM IE 21:30 " " " "' .......... :................................................. : ....................... .......................... :................................................. . CONNECTION . T0. RAINIER :AYE S ... 0 . ...... ...... .. ... .. . STA.15 +60.99,. SEE WEST.PROFILE,.SHT182 0 ..........:.................................................:.................................................:............................................................................ . ..... ........... ....... ............ ............................... ....... 0 0. STA 15 +60 JOINT UTILITY TRENCH CROSSING PROFILE 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE 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 OPERA11ON 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 U11UTY 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. 60 ........ ..................................................................................................................................................................................... ............................... 60 . ............................... .. ......... ........ ............................... ... :.. ... ...... .................... .. 5. .... ............Y w ...........z ............ ............................... ... .. .:. ...................... = .. > Y :. ..... ...... :.. .. ....... .. ...... ... W ... _ .. ... ... ... . Y ..........:........ RAINIER. AVE. S............... .... w..... ... .................... . z w n� ... w Y ..... ... a .. 40 w a .... 40 �. w �....,........... w o K O .. ................:..... H N ............ . ........................... . :.................... . p d ...... W... .... �.. w ....... .. ... ........ .... w ¢ a 3 . ..... EXISTING GROUND :. ..... ..... N :.. ...... � N .... .. ............... ........:..........w ..`............ ... .:......w ........ ............... ............................... 20 .....:....... .... ..................... .......... ... 20 JOINT.UII .. TY.TRENCH.. CONI)IJIT .BANK .. .....:......................... CONNECTION TO RAINIER AVE S ........ .....................................; STA 21 +01.39, SEE EAST PROFILE, SHT 183 ................ ............................... "CONNECTION TO RAINIER -'AVE S" ................. .......... 0 ...STA 21 +03.27,. .SEE WEST PROFILE, SHT 183 ...........................................: ............................... .......... :................................................. : ....................... .......................... :................................................. :............................ .....................:......... 0 . STA 21 +00 JOINT UTILITY TRENCH CROSSING PROFILE T- 3430130 GIq 11.1441 SURVEYED: KPG ��� RAINIER AVENUES SR 167 DRAWING NO. 190 p94'4� WA �CBy DRAWN BY: SOD �� ''� CITY OF RENTON S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 02� DESIGN BY: SOD BID =1L Public Works Department „ 153981AuenueN 2502JefiersonAuenue CHECKBY: NJD SuMe,WA98109 Tacoma,WA96402 DOCUMENTS FED AID NO. -C NOV 011 zoszoo w" APP FOR CONSTRUCTION JOINT UTILITY TRENCH PROFILE CROSSINGS DATE: OV 2011 .off, rsre 1 =tv PROJ MGR: JF (206)286.1649 (2531627 -0729 L ?, WBtl.B�.00rn BY: DATE: �n // GRADY WAY, STA 15 +60 AND STA 21 +00 CROSSINGS SHEET NO. 190 OF 3D4 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DJUTPRF01.dwg w /1Z z a h /v ti c O U � � y o a I� o � D N O