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HomeMy WebLinkAboutT-343097Q 0 3 80 ................................................................................................................................................................................:...................................................................................................................................................................................................................................................................... ............................... 80 . _...; _.......... __... _..._.._._... _ ..._.... .......................... .............. .................. GENERAL PROFILE NOTES ......... ......... .... 1 81-91 . SEE ALIGNMENT PLAN S ..... .... _ ... ...... ... .............................. :............................... . ...... :....................................... ............... ........ _ .. _ ............. _ . ......... . _ _ ....... : : . . ... ............... .................... :.............................. .. SURFACI NG, M EDIAN LOCATIO NS, C URVE DA TA, A ND RADIUS INFORMATION ................ " " "' " " " " " " " " " ..... .................... ................... .... 2. SEE TYPICAL SECTION SHEETS 19 -23 FOR ROADWAY MATERIALS, CROSS .: ............................... .... ............................ ..... .. SECTION CONFIGURATIONS, A ND REFERENCE POINTS FOR MEDIAN PROFILE ..... .................. ... . ..... . .................... ...... ... AND GUTTER PROFILE. 60 _.__. .._ ..... ................ ... ....._.. .... ;..................... .. ............................. ...................... ............... 60 ...........................................................:..................................................................................................:..................................................................................................:...................................................................................................:.............................................................................. ......... ................. ................... .................... ..... ......... ......... ....... ................ _ ........:................ ............................... ............. : 3. SEE ALIGNMENT PLANS FOR CURB LAYOUT. .................... .... . BEGIN WE$T MEDIAN:.PROFILE. AT. STA 27128.54, 4 WITH ............. ..... ..... ....WEST. MEDIAN. PROFILE. ELEVATION.- EAST .. ... MEDIAN PROFILE. ELEVATION ..... ABANDONED UNTIL NEW SYSTEM IS UTILITIES TO BE REMOVED OR A ............................ ...:..............................................................:................ ..............:..................................................................... .......................: .............................. : INSTALLED AND OPERATIONAL. ............... ........ ........... . ... .......................... ......... .......................... ..... ......................... ........................ ............... ......... ......... .... ...........I....... .. .............................. .. ................... N ................. N 40 ^............ + 40 ........... ....... . ...... ................. ..... ............................... .......... ................. .... fV ....................... .. ..... co .. . ........ WEST GUTTER PROFILE... .... :. GROUND AT CENTERLINE .. N .EXISTING ..... ... : .. ..... ...... .:..... ...... ...... ...... ... .[ ... .... ...:. ..... CL.. .. Q W ... .. N WEST MEDIAN PROFILE J ..... .... ... .... - .... ....... .. ..................... .... _ ....... .. ..... ... ... ...... .. - �.. �- .0.500% - .....� - 20 .........._ ... __. ............................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:............................ ................ _....... .................... ................. ..........:......... ............................ ............ _ _ _ ........ :.. ............. .... .............................:..................... .....................:......... ................ :.......................... ................. ......... ..........:..............I..... ' ...........:............... .................... ...;. .................. ................ ....................... ................. ....: ............................... .....:. .................. :. .. ...... ..._......................... ..........,...... .. ........................... :..._...._..,....__....__ ......... ................._:...._ __......:... :..... _...... ............................... .. .._............._..: _ .. : _...,._..: 20 . ..............................:..............................................................................................:..............................:............................................................................................: ................ .........: ................................................. .......... ...................:.................. ................ .............: .............................:..................... W GUTTER 24.84 24:71 _... _. .......................... _. ................. .........:.............I....... .........._..................._ .......................................:............................................................ .........:..................... 24.59...... 24.46 24.34. 24:21 ............. .................. ......:........................ ......:....... .... ._................ .................. ......:. .................. 23 :96......... 2.3..84 23:71 23,59.... ..... .................. ....:._........,...._ ..._................. s........ ..........................._... ......................... 23:46 23.34..... 2321.... ....... ................:.... _. ........... 23.89, ._:..... ... ..............................: .............._........: ............._..... ...: ..............................: 22:96, .... ...............: _.........: 22.71 . ........ ...... 0........:W. MEDIAN - ............. ... ... .24.09 ............ ... .. .. .... .... ... . ......... .. .. . ...... , , , ......... _ ..................................................................................................................................................... ........ _ , , , , 26:32 25.80 2558 ............................... _ _ _ 25.36 _ , , , 2515........ _ , 24:93.....24.62. _ . ` ... . ...0. 25 26 27 28 29 WEST GUTTER & MEDIAN PROFILE 80 ........................ ............................a0. 0 5 10 20 40 60 ...... .......... ................... ..........:............ ...... ........... ......... ...................:........... ......... ......:. ......... ......... ....:.. ......... ......... ............................. ........................................... ......................... HORIZONTAL SCALE IN FEET _ :...........................................................:.................... ._....... :._.......................................................... .................._.................... .....__................ ............................ _........ _ .._:..._...._ ................. :.................... .......:.............._.... _._ ...._........ ......:. .................. .... .................. ....:........._............._..... :...................._........: ............................................................:...............................................................:.............................................................................................................................::............................................................:..........................................................:................................................................................... V STA .= ... . ..........:......... .. . ...................2.. 9 ..+. .................. ............:.................. ._._ ................. ..PV ELEV= .2.5..1...07...6..8... 8.. .... ._ . ..........: : HIGH POINT ELEV 26.89 ... HIGH POINT ELEV '26.73 150' VC .......... .. . 60 ...... ........ .... ........ .......... ..... ..... ....... .... ..... ..... ..... - -' HIGH POINT STA = 24 +87.81 60 ..............................................................................................................:.................................................:............................... ............................... HJGH.. POINT.. STA..-.. 26+ 86... 8. 8........................................:.................................................:............................................................................. ............................... FVI.STA =. 24+ 87. 8. 1 .......................................................................... ................:.............. ... ._... .... _. PVI STA 26 +86.88 � PVI STA 28+71.59 , PM EifV 27.(11 PA ELEV - 26.88 . .... ........... T=343097 100' VC.. _. 1.25' VC 50'..VC27 M .. ....... :.. .N. .� .: ...... .: ................... N. .� .. .. ............... .. ....................... ...... .. ..... .. . .............. ........................................... .... .m .................... ... ... ......... ......... ..... ... ....... ...... ...... ................... ..... ..... ..... ... ............ RJ. rn i... ......... ..� . CORRESPONDING SHEETS ......... .... ..... ................... .... ............. n ............� ... .................. .�..C6.. _...............n N^ .... .......... ...... �. An .. .......... ......... .. ...... .. m...u]..... .. Mw cq 40 N + N , v; M + N 40 +. c .. n ..t ..... �...N..... ^. C4 ..................y .^......... .....:......................... .. N m... ....:.......... RIGHT OF WAY PLANS SHEET ............. .......... ............ N� _N...Lij EAST GUTTER PROFILE N w N. N N. �. ... .. ....... .... ci. .� .. ..... ..... ... ... .... 7. .. ....... ... w EXISTING CONDITIO S 59 Vy w w w ... m .m .. w ? w v~i W. m . ............. w SITE PREPARATION N& TESC PLAN 73 ... ........ ............................... ¢ .. ......... ............................ .... ..... ...... ..... .;........ . ......... ......... .......... .. �a ......... ALIGNMENT PLAN 85 . ...... .........0.0727................ L''..7-0.500% . .... _ ALIGNMENT PROFILE - 0.500% - - - -- - -- -- O 600% -. 0 5007:. . DRAINAGE PLANS 108 20 MEDIAN PROFILE _ o - EAST ............ ............................. ............................... ......... DRAINAGE PR 7 1 °+ WATER PLAN PROFILE 1113619 .........................�... . ............................... .. ..................... '.............................. ............................... ............................ EXISTING. .GROUND. AT .CENTERLINE ............. . 2 N 0 WATER PROFILE 150 ....... JOINT UTILITY TRENCH PLAN 168 ... ... .... .. ... .. .. ......... ...................... ... ........ ....... ........ I ......... ... .. ................ ..... ............. ...... ................ ..... .. ........... ........ JOINT UTILITY TRENCH PROFILES 184 ............................ ..:............................ _ ................... ... ......................................[..............................:.............................. .:............................. .............. _............ ................ ..... .... ..... ..... ..... .. .. ... ... .. ... PROPERTY RESTORATION PLANS 199 E GUTTER 27.26 2738 27.51 ....27;54 ..... 27.58. 2758 ...... 27.60 .. 27 61 27.63,,,, 27:65 27.67 ... 27 :69 27.70 ... 27:62 27.49 .,. 27:3.............................. . 27 15 26.80.: CHANNELIZATION & SIGNING PLAN 221 0- ._..._.E. MEDIAN..... 26,88_______ _________26:88___..._..._...., 26.82,.,.,........_._26:70_._._ ._._._._._.26.67._._._._._._._. 26:45 26.57 26:67 26.72 26:72 26.67 26:57 26.44 26:32 26.19 26:06 25.85 25.58: 0 ILLUMINATION PLANS 232 ......... ............... .. .......... ............................... ......... ......... ......... ...... ...... ............................... ............ ........ 25 26 27 28 29 IRRIGATION PLAN 286 EAST GUTTER & MEDIAN PROFILE LANDSCAPE PLAN 298 GIA 11-14-11 SURVEYED: KPG 4,1 RAINIER AVENUE S (SR 167) DRAWING NO. 97 094'4 wA OOH DRAWN BY: JLF �� �- CITY OF F ENTON BID Public Works Department S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: JLF y - 753981 Avenue N 2502 JeBersOn Avenue B CHECKBY: NJD Seate,WA98109 Tacoma,WA98402 DOCUMENTS FED AID NO. -C NOV 011 '? 20320 2� APPROVED FOR CONSTRUCTION ALIGNMENT PROFILE rs eR w (206)2861640 (253)627-0720 y DATE: OV 2011 1$ PROJ MGR: JF �iSjONA� E ' www.kpg.com BY: Y. DATE: I Iy STA 24 +50 TO STA 29 +00 SHEET NO. 97 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DPRF01.dwg a a z �y a n m �n a I ,, � W { .P o W ti O