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HomeMy WebLinkAboutT-343093G y CD 3 0 0 a 0 u7 i 0 0 i m 3 0 i z 0 w a Y 80 ............................................................................................................................................................................................................................................................................................................................................................................................... ............................ :...... ..............._.. ................._ ._.... ......... ...._.. ......... ._... ...:........................... ........ ......._ :....... ...................: ................. .................. ............................... .......... ..................: 80 ............................80. .:............................. ............ ......... ...... ..... ..... . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . : _._............ ......... ..__.................... ........ _..._.. ........ ............................. . . . . . . . . . . . . . ........................... .. .... HIGH.POINT. ELEV. = .29.97 _ ....... ......... _ ..... ....... .................... - _ - :HIGH .POINT. STA. ..11 +6 &88 PVI STA.. .............................. . GENERAL PROFILE NOTES ..... ........................... _ PVI STA - }} +97.13 PM ELEV ........ _. ..... ..... 146 60 ....... ........ ...... .... PM ELEV'='30:52 75' ...... ..................... ............................. i. SEE ALIGNMENT PLAN SHEETS 81 - 91 FOR ROADWAY AND OFFSITE ............................ ..:................................ ....................................................... ....... .............................................................................................. .. ...,.. .. ......... 175'. VC ILLUMINATION PLANS ............................... ' ..... .... .. ... t .,,,, ..... ... ..... ...... ....... ......... ....... ........ .......... w ........ SURFACING, MEDIAN LOCATIONS, CURVE DATA, AND RADIUS INFORMATION. .................. .......... _ ....... ..: _ _ ...:..... _ .......... _ :............. ... - . - . _ _ _ :........ .....................:. _ . ............... ............................S:� ................ GRADY .. .. ±.. N 2. - SEE TYPICAL SECTION SHEETS 19 23 FOR ROADWAY MATERIALS, CROSS .. 40 ............................ ..... ........................,..............................: ............................... ..... ......... 40 ........................................................................................................................................................................................... ............................... ...... ............................... SECTION CONFIGURATIONS, AND REFERENCE POINTS FOR MEDIAN PROFILE �g ............................... ... ...... ... .... .. . .......... .......... .. ............................... ... ..... _....... _ ......................:.... ...........................:... EXISTING GROUND > m m HIGH POINT ELEV = 28.96 AND GUTTER PROFILE. 60 ............................. ............................... ...... ......... ............................. ..........................:............... ............................... ........ .................. ..... .. = HIGH PAINT STA 11 +75 .... 60, . o : ........ .. ... ...... .. ... .. ..........E 0:500 %... - PVI STA - 11 +75 ..... ....... ... .. ... .. . .... ... ... ... ... 20..... ................................................ ...................................................................................... 3 SEE ALIGNMENT PLANS FOR CURB LAYOUT .. ... .. .... ... EAST GUTTER ................................................ :...................... .......................... .................................................. ..... "`" BEGIN .EAST .MEDIAN PVI ELEV 2910 ..........: .. ....................................................... ............................... AT STA. .10 +69.59 .... ........ ............................... ............:. .....................: ...................I..........: 75' VC.. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS WI 4 WITH .. .......................... ......... ........ ...:................. .. .. .... ................ .......... ........ ......... ........ ` .......... .... .. - : UTILITIES TO BE REMOVED OR A ABANDONED UNTIL NEW SYSTEM IS - R4 R:4... R4 28 92.... ........... ........... ...... ...:...............................:...............................:.............. ........................ ........................................................ [....................... - ................... - T . ... ... .......................... 29 ,60................29,82...... .............. 29,90.:.......0. INSTALLED AND OPERATIONAL ... .... .... . .......... ... ...... 12 0 5 10 20 _ :...... . .......................:....... ....................SW GRADY WAY...... ......... ........... ....... r, 6 ...............,,...,.... ... . .... .. .................... .I .............................................40 .......w. .....4 ......0. ........ EXISTING GROUND AT CENTERLINE .... .. ..... I WEST GUTTER PROFILE .. .. ... m m - ... _... _.._.._. —. _.— ..— ..— ..-- .— . ............................... ........ .. .. ... ... - — — — — — — — — - .........: ... — — — ...0 .750 %......... .. AT STA }7 +08 03.' SEE ALIGNMENT PLANS ' 20 _ ... ......... ....:............... .... ....... ...... ... .......................... .... _ _ _ ...... ..:...... ............. .......... ..._ .......... .................. ...... .. .. ...... ............................................ ............................... ...........,._................. .........: ...... .. ................. ......... .............................. .... ..... . .................... ........ 20 . :.... ......... ......... ................... .............................................................:...............................:...............................:..............................:................................. W GUTTER.....- -'. _....._ .............:...... .. ...... ......... :............................. .......... ..:................. ......... .:............................. ....... ......... - R2........ GRADY.WAY....GRADY. WAY.... GRA ......... ........ .....................:................................... ......... ......... ......... [......_. .................... ......... .........: ...... .............................. R2......... R2........ _...._.__..._. ......... ............................... 28.73.......... ............. ...... ......: .:......... .....................E ......: .............................. E 28:90 2.8.96......28.90: .............. .......... W. MEDIAN....... ...............................................:...................................................................................................:...................................................................................................:........................-..............................................- ,..,.........Ri............. .DY.WAY.........R2............. .. ...R2..... 8 9 10 11 .................- ...........0. 12 WEST GUTTER & MEDIAN PROFILE 80 ........................................................................................................................................................................................................................................................................................................................................................................................... ........ .............:.... ....... ............................: ............................ :...... ..............._.. ................._ ._.... ......... ...._.. ......... ._... ...:........................... ........ ......._ :....... ...................: ................. .................. ............................... .......... ..................: 80 .......__ .................:... ....,.......... _ ............. ..........._ .... _ ..... ...... .........................:..... ........ ......... ...... ......... ..... w .:............................. ............ ......... ...... ..... ..... . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . : _._............ ......... ..__.................... ........ _..._.. ........ ............................. . . . . . . . . . . . . . ........................... .. .... HIGH.POINT. ELEV. = .29.97 ......... ................... ....... w w ........: _ ...........; - _ - :HIGH .POINT. STA. ..11 +6 &88 PVI STA.. .12 +10:1.5.... . _ .... ....... ............:....... .... .. ......... ............ ........................... _ PVI STA - }} +97.13 PM ELEV =' 28.62 146 60 164 .... PM ELEV'='30:52 75' ...... ..................... ............................. VC 60 ....... ..... .. .. ... ..... ............. .. ...,.. .. ......... 175'. VC ILLUMINATION PLANS 228 ' ..... .... .. ... t .,,,, ..... ... ..... ...... ....... ......... ....... ........ .......... w ........ :. .. .... .... ...... [ .. .. ....... ....... .. .... ......... ..... .. ..... .. ..... ..... ...................................................................... ..............................t ..... ... .... ... .... .... . ...... .. ..... .... ..... ... °oo N.. ... I. .. cV 00 .. . ........................ .......... ............................... ...................... ............................S:� ................ GRADY .. .. ±.. N .. 40 ............................ ..... ........................,..............................: ............................... ..... ......... 40 ........................................................................................................................................................................................... ............................... ...... ............................... ............ ............................... .............................. ....... w ' ................... �g ............................... .. ............................... ... ..... _....... _ ......................:.... ...........................:... EXISTING GROUND > m m m' ..............................:..............................................................: ............................... ........................... AT CENTERLINE .... ..: ............................... ............ .......................... ....._ .. ............................... ....................................................:...............................: ............................... ........... ............. .............. ................0.940%...:..... . o : - - - - - -- 0:500 %... ....... ... .. ... .. . .... ... ... ... ... 20..... ................................................ ...................................................................................... ... .... .......... ......... ......................................... .. ... .. .... ... EAST GUTTER ................................................ :...................... .......................... .................................................. PROFILE 2 :.......... BEGIN .EAST .MEDIAN .PROFILE. ... ..................... ........... ............................... .... .................... ..........: .. ....................................................... ............................... AT STA. .10 +69.59 .... ........ ............................... ............:. .....................: ...................I..........: .......... ..I ............................ ........ ............................... MATCH ;R4.INTERSECTION CURVE DATA.' ............. ............................... ............................ ...:...............................:...............................: ................................................. .................AT ............................... ...............................:............................................................... ............................... .................. STA 11 +41:23, SEE ALIGNMENT PLANS. .......................... :.............................. ............................... .................................... ........................................: .............................. : .... .... ..... :E GUTTER ..... - R4 R:4... R4 28 92.... 28.80... 28.61 0 E MEDIAN _ -. - ................... - T . ... ... .......................... 29 ,60................29,82...... 29,97.......... 29,90.:.......0. 8 9 10 ...............29.37........... ..........29.95................ 11 12 0 5 10 20 EAST GUTTER & MEDIAN PROFILE 40 60 HORIZONTAL SCALE IN FEET T- 343093 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 7 EXISTING CONDITIONS 55 SITE PREPARATION & TESC PLAN 69 ALIGNMENT PLAN 81 ALIGNMENT PROFILE - DRAINAGE PLANS 104 DRAINAGE PROFILE 114 WATER PLAN 132 WATER PROFILE 146 JOINT UTILITY TRENCH PLAN 164 JOINT UTILITY TRENCH PROFILES 180 PROPERTY RESTORATION PLANS 195 CHANNELIZATION & SIGNING PLAN 217 ILLUMINATION PLANS 228 IRRIGATION PLAN 282 LANDSCAPE PLAN 294 GIA tr -W1 SURVEYED: KPG RAINIER AVENUE S SR 167 DRAWING NO. 93 yO9F'4X WA yO�q_ DRAWN BY: JLF Kp� h CITY OF FENTON S GRADY WAY TO S (2ND ST PROJECT NO. TED403430 DESIGN BY: JLF BID Public Works Department h 753 91h Avenue N 2502 Jefferson Avenue CHECK BY: NJD Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS FED AID NO. - CM0167L_ "a z03z0 G`r APPROV D FOR CONSTRUCTION ALIGNMENT PROFILE ,n rsre t.Z�' PROJ MGR: JF (2061286.1640 (2531627 -0720 DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE t FILE: 0655DPRF01.dwg wwekpporn BY./j, kj DATE: // y STA 8 +00 TO STA 12 +00 SHEET NO. 93 OF 304 a z �y a m ti a O N w 0 a I C w F O O N z