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HomeMy WebLinkAboutT-343096wM a d r� 0 3 V S2 80 ....................................................................................................................................................................................................................................................................................................................................................................................................................................................... :.............................. .. ..:............................................................................................ s...............................:...............................:.............................. :.............................. ........:....................................................................................... :.............................. s...............................:...............................: ..................................................................... .......................:....... 58 ............................... .................................... ..............................: ......................: : 80 . :..............................:..............................:........................................................ ........................... :..............................: 80 ............................... . .............................................................. ..:...................................... ......:..............................:..............................:............................... :..............................:............................................................................................: ............................................... ......... .... ......... ........... ........... : ..............................: ..............................: ..............................: .. HIGH POINT ELEV _ 26.89 .......................... 135 ................. ..............:........................... ......... ....._........ ............ _.:............... ... ................ ............................... ......:........................ .... HIGH. POINT STA 24 +87.81 198 CHANNELIZATION & SIGNING PLAN 60 ... ... ......... ............................... ....................................................................................................................................................................................................................................................... ..................... ......... .. ... .... 1. - SEE ALIGNMENT PLAN SHEETS 81 91 FOR ROADWAY AND OFFSITE .............................. .............................. .:............... ............ .... .............................. .:............................................................................................... .............................. SURFACING, MEDIAN LOCATIONS, CURVE DATA, AND RADIUS INFORMATION. ... ...... .. .. .. ... ... .. .. ............................ ..... .. ... ... ..... .. .. ... .: .......... ..... ............ :....... ............. ....:....... ......................:........ ......... .......... ........ ................... _ ...... ......... .._................... ........... :............ .................. .... .......... ... ..... .. .......... .:.... ...... ............. ...[ ... 2. - SEE TYPICAL SECTION SHEETS 19 23 FOR ROADWAY MATERIALS, CROSS .............................. ................. .. ...�.... : ...... .......... ...........s....... ......... ....... .............................. :........ ............... ....: ....... ......... ........ .... ......... I .................. ............. SECTION CONFIGURATIONS A AND REFERENCE POINTS FOR MEDIAN PROFILE 60 ..............................: ...................................................................... :........ .............. .... ......�...� ...... .............. .. ... ............... .................... 60 AND GUTTER PROFILE. ..........:...................................................................................................:...................................................................................................:...................................................................................................:.................................................:.................................................:............................ .......... ......... HIGH POINT ELEV = 24.85 .......... ....... .. .......... PROFILE ........ ............................... . ............ 3 SEE ALIGNMENT PLANS FOR CURB LAYOUT ' _.. ... HIGH. POIN.T STA. =.21 +07.50. END EAST MEDIAN PROFILE AT STA 23+8.4.50,. SEE ALIGNMENT PLANS ..... ..... ... ......... . . ..................... EAST. GUTTER, ........................ PROFILE ... .... ... AT STA 21+51.54 ... ...................:........... ...................:..............................; PV1 STA .. 21 +00 . .. ......... .........: ...... ............... ......... ...... .......... ......... ............. .... 4. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS WITH :. ............................... PM ELEV: = 24.96 - — — — — — — - - -- ......... .......... ........................... - -. —. —. --.� —.- -. �. T� �. —.�. T. —._ ABANDONED UNTIL NEW SYSTEM IS UTILITIES TO BE REMOVED OR A - ...... ..............0.500 ...... ...... .. :BEGIN EAST MEDIAN PROFILE ............... ........................ ....' .... ...................:.. EAST MEDIAN PROFILE.. 20 AT STA 23+59.70* .. 0 ....75..VC.... ..... ... .... .. ..... .................... ... ... . ..... .. ......................... _o.. ......... :...... _ _ _._......__ .............._. .........._..............._.._ ... _.__ .._..............a. ..........__....... .... LO .. ... o o SW 7TH STREET. :....... o .. .. ...................... I ...... ............ ..... ...... .... N J.... . 40 +..� ......... .... ... N :........... ........... .... ......... ^ ^ ... _ PROFILE' ............................... ........... ... .......... ....................................................................... :.............................. .............................. .............................................. N..........................�.. ......... ......... „ ... .. ......... ......... ... . ......... .... .......... : ............................:.. .............. .. .................. R9 R9, 7TH ST, 7TH. ST.. 7TH:. ST �'WEST'GUITER ......: _ .................... 26:88 27.01. tN.... ......... ...... ..40. _ _ ....... 0. :E..MEDIAN ..25.92 . 26;02...... ... 26... :. .. NJ _ ......... , , , , , , . , , . , , , , .. ....... - 26:45 + N� .N .,..,. ...... .... +. N� N . 21 22 ...........Nw ................ ................ .......... 24 .w m .... w END WEST MEDIAN,..... ................. .. w .. .. .. ... .. ........... ¢.. ............ m . ... .................... .... .............. w .. .... ....... PROFILE AT :STA 21' +61.54 ...: ............... ............................ .;I............................ .......................... ................a. .................. ................ ............................ .... ......... ......... .:....... ...... 0.500% . .... ..,.. ... .. ....... :. ...... ......... .......... ........ ......... ..........E — —0 5007«— ...... ......... ......... .................... — .....:............ .................. — .. _— .. . 0.750% MATCH R7 INTERSECTION CURVE DATA ... .. . . 20 . AT.. SIA ..20. +8?..5.2,..SEE..AIIGNMENT PLANS... ......... EXIS➢ NG.. GRQUNA ............. .:................................... ............. ............................... .......................... .....20. ...... ..... ......... ... .. ..... AT. CENTERLINE .......... ' ...... ............ MATCH R8 INTERSECTION CURVE DATA _.. .......... ... E ...... ......... ........... .............:.. WEST ............. CUTTER PROFILE .. ... .....:............................................................................................:..................................... .............. .......... .......... .......... ......... :............................. ......... ......... ..... ......... ......... ...................... :. ...... ......... .........: ....... ......... ......... .............................. :............ ...................:............................................................... AT ETA 22 +74.56, BEE ALIGNMENT PLANS ........................ ............................... _ ..... ...... .........:..................... ..... ......... ......:. .. _ ...... ......... ........[...................... ..................... ...... ........: .......: : ............................... ..............................: ..... ......... W GUTTER .......... 24.40 .......................................................... ..:............................ 24.59 .. R7. R7 7TH ST .....:...............................:.............................. _ ...... 7TH ST :.............................................................. ....... .........:.... ......... .........: .............. .. ............. 7TH ST 7TH: ST R8 RS 25.09.. 21 :........ .............. ......... ........ ........ ............... _ ....................: ................. .............. 25.34... 2.5:46...... : ..............................: ..............................( .................... .......: 25:21......... 2,5.09, 24.96 0 W MEDIAN ....25.49 ................25.61.......... 25.74 ........ n;:86 ................ ..26.12........... ....... .......2.5 - ............-.... ..............- ................ - ..25.34. -........... - - :............0. 20 21 ....................'. 22 23 ....... .... ............................... ............... ......... 24 WEST GUTTER & MEDIAN PROFILE 80 ....................................................................................................................................................................................................................................................................................................................................................................................................................................................... :.............................. :.............................. .. ..:............................................................................................ s...............................:...............................:.............................. :.............................. ........:....................................................................................... :.............................. s...............................:...............................: ..................................................................... .......................:....... 58 ............................... .................................... ..............................: ......................: : 80 . :..............................:..............................:........................................................ ........................... :..............................: :............................... ........................................... .............................................................. ..:...................................... ......:..............................:..............................:............................... :..............................:............................................................................................: ............................................... :............................... ........:..............................:...............................:...............................: _... ..... __ .... .. . ........ ........ : ..............................: ..............................: ..............................: .. HIGH POINT ELEV _ 26.89 WATER PLAN 135 WATER PROFILE .. ... 167 ..... .... HIGH. POINT STA 24 +87.81 198 CHANNELIZATION & SIGNING PLAN 60 ... ... ......... ............................... ....................................................................................................................................................................................................................................................... 285 LANDSCAPE PLAN _ PVI STA = 24 +87..;.. .$............................. 60 . . ........ .... . .. .. .. _ .. ............................ ... ...... .. .. .. ... ... .. .. ............................ ..... .. ... ... ..... .. .. ... ... 10D' VC .. ` :............................. ......................................................... ................................................ ... ......... ............ ..........:.................... _ ........ .........................S..79H .......................................................... .......................................... ........... ........................... :STREET...................... ......... ............................ .............................. ................. .. ...�.... : 40 : �............ ..... .. : ..........:..................................................................... ..............................: ...................................................................... :........ .............. .... ......�...� . ...... .....40. .. ... EAST MEDIAN PROFILE ..... ... .MATCH R10 INTERSECTION CURVE DATA ... ' END EAST MEDIAN PROFILE AT STA 23+8.4.50,. SEE ALIGNMENT PLANS EAST GUTTER PROFILE o m ..................... EAST. GUTTER, ........................ PROFILE ... .... ... AT STA 21+51.54 ... ...................:........... ...................:..............................; I............................................... ............................... .. 0.370% :. ............................... - — — — — — — - - -- - -. —. —. --.� —.- -. �. T� �. —.�. T. —._ -- — - ...... ..............0.500 ...... ...... .. :BEGIN EAST MEDIAN PROFILE o ...... EAST MEDIAN PROFILE.. 20 AT STA 23+59.70* .. 0 .. .. ... ............................................................ .. ..... .................... .... ........ ...... ...... ........ ................. ..... .. ......................... ....... :...... EXISTING GROUND AT CENTERLINE N ... MATCH R9 INIERSEC110N CURVE DATA .. ... .. ..... ........ :....... .. AT STA 22 +10.49, SEE ALIGNMENT PLANS .... .. .. ...................... I ...... ............ ..... ...... .... N J.... . ......... .:...... ......... ......... :........... ........... .... ......... ..... ..... ............................... ........... ... .......... ....................................................................... :.............................. .............................. .............................................. a :E. GUTTER . 24.83 24.'95 25;20 ............_ ............................. 25.33 2545..........25.58. 25.70. .......... : ............................:.. .............. .. .................. R9 R9, 7TH ST, 7TH. ST.. 7TH:. ST .......... R10..... ......: _ .................... 26:88 27.01. ......: 27.13 _ _ ....... 0. :E..MEDIAN ..25.92 . 26;02...... ... 26... 26:20 .. , ... , , . , ... , , ,R9, .. ...... ..26.39 ........................ � .................. _ ......... , , , , , , . , , . , , , , .. ....... - 26:45 . 26.45 ..... ... 26:57 26.70 26.81..:....... 0. 20 21 22 ..................... 23 ................ ................ .......... 24 EAST GUTTER & MEDIAN PROFILE 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET T- 343096 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 10 EXISTING CONDITIONS 58 SITE PREPARATION & TESC PLAN 72 ALIGNMENT PLAN 84 ALIGNMENT PROFILE - DRAINAGE PLANS 107 DRAINAGE PROFILE 116,117 WATER PLAN 135 WATER PROFILE 149 JOINT UTILITY TRENCH PLAN 167 JOINT UTILITY TRENCH PROFILES 183 PROPERTY RESTORATION PLANS 198 CHANNELIZATION & SIGNING PLAN 220 ILLUMINATION PLANS 231 IRRIGATION PLAN 285 LANDSCAPE PLAN 297 11-14-11 SURVEYED: KPG OS4'4�GwA , ;y DRAWN BY: JLF K,p� �a CITY OF PENTON RAINIER AVENUE S (SR ST DRAWING NO. 90 ha S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 5 0 DESIGN BY: JLF BID Public Works Department — 7539UTAvenueN 2502JefiersonAvenue CHECK BY: NJD SeaWe,WA96109 Tacoma,WA96402 DOCUMENTS FED AID NO. - CM0167(048) '? z09z0 Qa APPROVED FOR CONSTRUCTION ALIGNMENT PROFILE rsrea `{� PROJ MGR: JF (20612861640 (2531627 -0720 DATE: NOV 2071 �rONAL tip' �'�'� BY: " DATE: �� /l2 STA 20 +00 TO STA 24 +50 SHEET NO. 96 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: O655DPRF01.dwg a z �ya < j•1•�l ro �V a O J ' m n y C) I"r 9 -�G w o w N O z