Loading...
HomeMy WebLinkAboutT-343012480 .......................................................................................................................................................................................................................................................................................................................................... SHEET RIGHT OF WAY PLANS 11 EXISTING CONDITIONS ............................... SITE PREPARATION & TESC PLAN 8.0. so.......... ............................... ........................ ............................... .....................1111...... - - - -- - 80 GENERAL JOINT TRENCH PROFILE NOTES DRAINAGE PLANS 108 DRAINAGE PROFILE _:........,,, . .. ... ... ......... 1111. .... ... ..1111 _ ..............................:. ..............................' ... ... ....................... ... ... ... ..... .. 168 ... ... ... .. ..... ..... - 1 R . SEE JOINT UTILITY TRENCH PLANS AND SECTIONS FOR 199 ........ ........ .... .. ...... ............... ........ .. .. ....... N 232 IRRIGATION PLAN 286 ..... .....:......................... ;1111 ................ 1111. .................. ..�.. ' APPROXIMATE LS, S TE PLAN LAYOUT AND DETAILS, SHEETS .... y .......... ........ :........ .. ........ ..,, ............................................................................................. ........................ .............................. ................... ....... ............................... ........................... ............................... .. ;1111. a a Y� .........o............ ...........� .. .....................0 1111 ... .. Q ................ O 164 -179. .......................... Z . :.............................. ............ ....................................................................................................... ............................... .....— ........ ......... N 'o 40 .................................................................................................................................................................................... ........... ............................ ....1.....1...........1.......1 .......� 1111... ........ H In O .......... . :.. ............................... 1111 .EAST GUTTER PROFILE ............................. .......................... . ; .............................. -� 1111.. .................... w 1111. �...........................= N .................0 c) 2. THE JOINT TRENCH PROFILE SHOWN IS APPROXIMATE. 1111... ...........�u .. _ .................... ......... ....: ......................... ............ .......... ......11. 1.1............................ ....:m w .................� <o ..... . ........ ........................ .......................... w .:....... ........................: ... .1111... .... ADJUST THE PROFILE AS NECESSARY TO AVOID CONFLICTS ..............................:.............................................................:........ .......................I....... .. ............ _............... _. _........._...... .................. m ... ............ ....... ............. 1111.......... ............ _ ............... WITH EXISTING AND PROPOSED UTILITIES, WHILE 60 1111.. .... ...................I......:.... .......................... ., ................... ........... ..................... .. .............................. 0 ............................... .. c0 .................... ai ..............: 1111 " " "" 60 MAINTAINING 36" MINIMUM COVER OVER CONDUITS AND 12" ...........................................................:...............................................:..........................................:...........................:.........:....... 20 .....:................. N.......................................................................................................................... CONDUIT SANK......... ............................... .............. ............................... Y ............................... 20 .......... ... .111....1 EXISTING. GROUND AT CENTERLINE ......................... .... ......: .. 1111._ .. 1111 ..:. ........ ......... ..s...... _ ... .1...:............ _ ............. ... ............................... :.............................. .............................................................. MINIMUM VERTICAL CLEARANCE BETWEEN OTHER .... .. ... ....... ..:....111.......1 .......I.. _ ... ......... _ ......... ......... ..............................................................: z ..... ..... ..: ............... s...... _ ... ... ...... 1111: :............. ................. :............................. .:............... ................:...............................:................... ......... 1111... ........ ........................................ ............................... .... ......:. ......... .............. ................... .....:...._.__.............. ......:........................ .............................. ..... .......1.......111 ...._ . o ........:.................................................:..................................................................................................:..................................................................................................:..................................................................................................:....... ...........:..............................:........................ ........................ ... .... ......... ...1:111. ......... �.. �. : ............................... .:...... :.............................. ....................... .......................E o 0 24 +50 25 26 27 UNDERGROUND UTILITIES. THE CONTRACTOR SHALL 28 :.. .......... . ............... :.............................. :. w — w w ao o VERTICALLY TRANSITION THE TRENCH DEPTH BY ..w .......................... :................................................... ......1.11...1................: ................... ..........:.................... ....1111.......... ... o ........�.. . w ............... -.... ..:...... .......... ..............:................ — o: _ w......... ........................... ............� ........... .. ............. ............................ ............... ............................... DEFLECTING JOINTS OR INSTALLING BENDS PER THE ..� ......... o ....� ........ o . ? ........................... .......... ... ..1.1..11 FRANCHISE UTILITY REQUIREMENTS, AND TYPICAL JOINT w . .........................:.................................. ............................... v� w ........ v~. u....................... ¢................ m......... 3 .....................1111... UTILITY TRENCH TRANSITION DETAIL, SHEET 174. o ..�........ ...... .........................:..... ... .......... ............................... ....� _ ..: 1111.. �.. U ................. 1111.. .. ......to 3... 1111. ........................... ... .. .. .. .. ............ ............................ ,..,�. 1111 ......... X m ..:...... X . �. 1111 ............:.............. .. ,< �... ............................ .......... .. x 1111 ........ ............................ 3. LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES ARE 40 :... ..........................:. .............................:. w.... ° ........ w �.. . a . ..... w °o........ w ............ APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING ........................................................................................... .......... ...,................. ... ... ............... ............................. ................... ................................................. ................. ........ ... ......... 40 ............................... ....... BEFORE EXCAVATION. .... .... N w........ ........... WEST GUTTER PROFILE .. EXISTING GROUND . ................ ... 4 CONTRACTOR SHALL SEQUENCE WORK TO ALLOW AT CENTERLINI " " "' "' "" UNTIL CONTINUED OPERATION OF ALL EXISTING UTILITIES UN ......... NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS ....................... ........................... ........................ ................ ..... ..... ...... ..... .............. ............ .......................... ...................... ........... ............................ COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND .... .......... ........ ......... .............. FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE OR " —'— ` — — —'— mm — — — "—' — ABANDON EXISTING FACILITIES NO LONGER IN USE 20 " " " "" . ..:. 5. COORDINATE JOINT UTILITY TRENCH PROFILE WITH WATER ................ ' ' ' ' "' "'" "" " " " " "" ................... ............................... ... ....................... .....:........................ ........................:...... 1111 """"' """' - PROFILE, SHEETS 146-159 AND STORM DRAINAGE PROFILE JOINT UTILITY TRENCH ....................................... ............:.................. ........... 1111 :......... CONDUIT: BANK .........................:..............................:........................... t ............................... ............................... . ...:... ........ ...................:........... 6 FOR PROFILE REFERENCE POINT, SEE TYPICAL JOINT .................... :.............................. .................. ............:............................... .............................. .... "''" " " " " " " " " " "' UTILITY TRENCH PROFILE COORDINATION DETAIL, SHEET 174. ... ......................................................:..................................................................................................:..................................................................................................:..................................................................................................:.................................................:............................ ......0 ..........................: 24 +50 25 26 27 28 .............................0. 29 WEST GUTTER LINE 8.0 .............................................................................................................................................................................................................................................................................................................................................................................................................................................. SHEET RIGHT OF WAY PLANS 11 EXISTING CONDITIONS ............................... SITE PREPARATION & TESC PLAN 8.0. so.......... ............................... 85 ALIGNMENT PROFILE 97 DRAINAGE PLANS 108 DRAINAGE PROFILE 60. . .. ... ... ......... 1111. .... ... ..1111 _ ..............................:. ..............................' ... ... ....................... ... ... ... ..... ................... 168 1111 —. - PROPERTY RESTORATION PLANS 199 CHANNELIZATION & SIGNING PLAN 221 N 232 IRRIGATION PLAN 286 ..............................:...............................:...............................'...............................:......................... .....:......................... 11:11 1111 ... ................... .w .................. ..�.. ' .. 1111 w .... y 1111... — ............................................................................................. ........................ .............................. ................... ....... ............................... ........................... ............................... .. ;1111. a a Y� ... 1111... ..................... ...........� .. .....................0 1111 ... .. Q ................ O :.............................. .............................. ...............................:. ..............................: .......................... Z . :.............................. ............ :. .....� .............. .... ................ ........:...................... > ..... .......... .....— ........ ......... N 40 .................................................................................................................................................................................... ...................:..........: ........ ............................... ....1.....1...........1.......1 .......� 1111... ........ H In O .......... :.. ............................... 1111 .EAST GUTTER PROFILE ............................. .......................... . ; .............................. -� 1111.. .................... w 1111. �...........................= N .................0 c) .................................... .........................._.... .................................. ............................... ' 1111... ...........�u .. _ .................... . _ ......._. _ ...mow ......... _ .... .......;......................3 .....bo ....:m w .................� <o :.............................. :1111.. 1111 .................... ................................. ..............................: :....._ :........................... :.............................. .......................... w .:....... ........................: .... .. W .................... ....................w ...................__ ...... ...._. ..................... .. ............ _............... _. _........._...... .................. k,.. ....... ....................... ............................. ................................................................. ..:............................ :.............................. 1111.. 1111. ................. ..:................ ................. ......... . ............. .......: . .............................. ....................... 1111. ........... ........ ................. ............................... ......................:. .................... .............................. 1111.. ................ 3 .. ... 1111... ........... . _— .— ..�..�.. _.. :. _ ...._ .._..�...�.._.._..�....— ... —..— _— . —. —.:� .._.._.._._.. .. c0 .................... . ............ .... . ......... ........ ... ....... ...... JOINT UTILITY TRENCH 20 .....:................. CONDUIT SANK......... ............................... .............. ............................... 20 .......... ... .111....1 EXISTING. GROUND AT CENTERLINE ......................... .... ......: .. 1111._ .. 1111 ..:. ........ ......... ..s...... _ ... .1...:............ _ ............. ... ............................... :.............................. .............................................................. .... ......... ........ ... ......................... .................... ............ _.. _ 1111.. :.............................. :............................... .... .. ... ....... ..:....111.......1 .......I.. _ ... ......... _ ......... ......... ..............................................................: ..... ... ............ .. . ...... ........... 1111.... _ .. . _ 1111... .:...... ..............................: .... 1111.............. ... ...... 1111: :............. ................. :............................. .:............... ................:...............................:................... ......... 1111... ........ ........................................ ............................... .... ......:. ......... .............. ................... .....:...._.__.............. ......:........................ .............................. ..... .......1.......111 ...._ . o ........:.................................................:..................................................................................................:..................................................................................................:..................................................................................................:....... ...........:..............................:........................ ........................ ... .... ......... ...1:111. ......... ......... ..... ......... ......... 1111..... ..... ......... ......... .......:............................... ....... ......... ........... ....... ......... ....111....1....... ............................ ............................... ......................................... : ............................... .:...... :.............................. ....................... .......................E 0 24 +50 25 26 27 28 ............................... 29 EAST GUTTER LINE 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE i- 3430124 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 11 EXISTING CONDITIONS 59 SITE PREPARATION & TESC PLAN 73 ALIGNMENT PLAN 85 ALIGNMENT PROFILE 97 DRAINAGE PLANS 108 DRAINAGE PROFILE 117 -119 WATER PLAN 136 WATER PROFILE 150 JOINT UTILITY TRENCH PLAN 168 JOINT UTILITY TRENCH PROFILES - PROPERTY RESTORATION PLANS 199 CHANNELIZATION & SIGNING PLAN 221 ILLUMINATION PLANS 232 IRRIGATION PLAN 286 LANDSCAPE PLAN 298 GIAC 11-1011 SURVEYED: KPG Al AINIER AVENUES SR 167 DRAWING NO. 184 OS4'4� wn OB.y DRAWN BY: SOD � '} CITY OF FENTON S GRADY WAY TO S(2ND ST PROJECT NO. TED403430 KPGr 1 � � DESIGN BY: SOD BID Public Woks Department y - 1539tllAvenueN 2502 Jefferson Avenue CHECK BV: NJD SeaPoe,WA98109 Taconla,WAI)W2 DOCUMENTS JOINT UTILITY TRENCH PROFILES FED AID NO. - CM0167(048) 20320 TFR ��r (206126 &1640 APPROV D FOR CONSTRUCTION DATE: NOV 2011 �� PROJ MGR: JF (2531627 -0720 ''/ vOmn www.kpg.cum BY: DATE: //�y STA 24 +50 TO STA 29 +00 SHEET NO. 184 OF 3D4 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DJUTPRF01.dwg � �2 a z my m �O ro G n N -C A D v � 9 0 o O N