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HomeMy WebLinkAboutT-34301217 I� O d .o 0 z 0 z w i U w O 80 .................................... SHEET RIGHT OF WAY PLANS ............................... EXISTING CONDITIONS 56 SITE PREPARA11ON & TESC PLAN 70 ALIGNMENT PLAN 80 ALIGNMENT PROFILE 94 DRAINAGE PLANS 105 DRAINAGE PROFILE 114,115 WATER PLAN 133 ... ............................... 147 JOINT UTILITY TRENCH PLAN GENERAL JOINT TRENCH PROFILE NOTES JOINT UTILITY TRENCH PROFILES — PROPERTY RESTORATION PLANS 196 .. _.... ....... ...... ....... .... .... .... _ ... ILLUMINATION PLANS 229 IRRIGATION PLAN 283 1. SEE JOINT UTILITY TRENCH PLANS AND SECTIONS FO R 295 .... _ .............................:..............................: ..............................: APPROXIMATE PLAN LAYOUT AND DETAILS, SHEETS ............. ............. : .............................. ............................. ... ..... ..... ........ ............. ............ ................... : .............................. ..............................: 164 -179. ...... ................. _ ..t........ ..... ... ............................ ........ _ ...... ..... _ ...,.. _ .......... . _ . ...... _ .: ..... ...... .. .... ..................4--- .............. ..... ......: _ ....... ...... .............................. _ . ............. ...: 2. THE JOINT TRENCH PROFILE SHOWN IS APPROXIMATE. ....... ............................... ... . ....... ... .... ............. --- ........ ....... ............... ........ ADJUST THE PROFILE AS NECESSARY TO AVOID C CONFLICTS 60 ................. :........... :�............... ....... ... WITH EXISTING AND PROPOSED UTILITIES , WHILE ........ ......... ....................... ............ :............................. ........................... ........ ......................... . ..................................................................................................:.. ..............................Y.............. ........ ............................... 60 ....... MAINTAINING 3 " MINIMUM COVER OVER CONDUI TS TS A ND 12 z w .. ...... MINIMUM VERTICAL CLEARANCE BETWEEN z z w UNDERGROUND UTILITIES. THE CONTRACTOR SHALL w ..... "" ... � VERTICALLY TRANSITION THE TRENCH DEPTH BY . w ........ w .......: .. ..... ......... ......... — ... ...... ..... ........ ...... ..... i ..... .... ... ... .... m ..... ... DEFLECTING 0 S PER THE :w ... ............� ............ ..........................:..cn a .........................:............................. ............................... ...... """"" ...w n ... "" """"� ' " ' FRANCHISE UTILITY REQUIREMENTS, AND TYPICAL JOINT .... .. Y ..... " ' ...... UTILITY TRENCH TRANSITION DETAIL, SHEET 174 IL S CD .. � .... .. ..................... ... ...................... ..:.. �.. .........w .... ..O . Y .. ............. :x w ... ............ X .......:. ........:.. X ...... ........................:...... ............... .. ........ ...w.. — .............. .... ... .. Z......... _ X .. .... ..... LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES ARE 40 ... ............ ...... ............................... ....................... �.. .............. — _ ....... .: 4 APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING .....................:................................................:......................................................................... .........................:....w . .. BEFORE EXCAVATION. a .... 3 9 4. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW .... WEST GUTTER PR.OFI.LE: EXISTING GROUND ..... ................_ X , , , , , , , .... , , , , , , , ' CONTINUED OPERATION OF ALL EXISTING UTILITIES UNTIL . ..... .............. .......:.... ............................... ..........................:.. ...... ......................:........ AT. CENTERLINE.. :.............................. . ......... , , ..............: NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS — — — — ..... .. COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AN . — - - -: R ...... ... ..........:.................... — — ............................ ABANDON EXISTING FACILITIES NO LONGER IN USE. .......... . ............ . ............... I ....... JOINT U1ICITY'TRENCH 20 CONDUIT BANK ...... .............................. ........................... .................... _...... _............ ,. s 20 5. COORDINATE JOINT UTILITY TRENCH PROFILE WITH WATER E .............................. : ........... ................... ...................... ................ .........................:. .............................. . PROFI LE, SHEETS 146 -159 AND STORM DRAINAGE PROFILE ' . .... ......... . ...........:................... .... ............. ...... ....... 6. FOR PROFILE REFERENCE POINT, SEE TYPICAL JOINT :...... ......... ..— — ......:....... ........... .;............. _ ................: .............................. E ................. .......:........... ......... ......5 .......................... .. .......... ..... UTILITY TRENCH PROFILE COORDINATION DETAIL, SHEET 174 AIL, S ........ :.............................. .............................. :........................... ...:..............................:...................... :........... ....... ...........:............................ .........:.............. ... ......................... .............. ..: ......... ...... ............. .0 ...... :............................... 12 13 14 15 WEST GUTTER LINE EAST GUTTER LINE 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE T- 3430121 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 8 EXISTING CONDITIONS 56 SITE PREPARA11ON & TESC PLAN 70 ALIGNMENT PLAN 82 ALIGNMENT PROFILE 94 DRAINAGE PLANS 105 DRAINAGE PROFILE 114,115 WATER PLAN 133 WATER PROFILE 147 JOINT UTILITY TRENCH PLAN 165 JOINT UTILITY TRENCH PROFILES — PROPERTY RESTORATION PLANS 196 CHANNELIZATION & SIGNING PLAN 218 ILLUMINATION PLANS 229 IRRIGATION PLAN 283 LANDSCAPE PLAN 295 11-14-11 SURVEYED: KPG yO9F'4�Gwq y °By2 DRAWN BY: SOD Kp1, CITY OF PENTON RAINIER AVENUES (SR 167) DRAWING NO. 81 S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 $'4 DESIGN BY: SOD 7539th AvmueN 2502 Jefferson Avenue BID Public Works Department FED AID NO. - CM0167(048) y — CHECK BY: NJD Seatie,WA98109 Taoona,09M DOCUMENTS ? q 20320 y� APPROV FOR CONSTRUCTION JOINT UTILITY TRENCH PROFILES ,n crsree 1,Z0 PROJ MGR: JF (206) 266.1640 (253) 627 -0720 DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE vows. FILE: 0655DJUTPRF01.dwg wwwkpgoom BY: DATE: // /L STA 12 +00 TO STA 15 +50 SHEET NO. 181 OF 304 `z a n � O G v n� yT � N a I� > O ^C w a N O c