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HomeMy WebLinkAboutTRO4103430.17880 80 ............................................. ............................................................... .......................................... I ....................................................... : ....................................................................................... ........ ...: ................................................. : .......... ... .................................... ................ ... .............................. .......... ............ I ....... :W GU . FTER R5 R,5 ................. .... ................. HARDIE WAY. WAY HARDIE WAY HARDIE WAY R6 ....... : ................... .................................................................................... R:6 25.71 25.-59 ... ........... . * . . . . . . . . . . . . . . 25.46 25:14 24.81 24:49 24.18 24;03 24.05 24.21. .. .. ... .11 ...... !� ...... .... ..... ... ... ................ ................................... 0 W,mtbIAN' ..HARDIE ... ... �6.61 ' ' ' ' 6b 2*5'';* 3 .............................................. I .... ................ 25;"38 25.38 25.'36 25.33 25.31 25.37 25.43 a38 ............ .......... ..................................................... ........................................... .................................................... ................. ................. ................ I ................................................... 16 ............ .......................................................................................................... 17 18 19 20 WEST GUTTER & MEDIAN PROFILE 8.0........................................................................................................................................................................................................... .............................. I ................. : ................................................. : ................................................................................................... ........................... I ..................... ..... 80. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. .............. ..................................................... ......... ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................................. LOWPOINT ELEV = 24.82. .. . .... .... ..... ..... ...... .... ....... ......................... ...... ......... ...... ..................... ......... . . .... .............................. LOW POINT STA.= .16+34.25- ...... .......... ........... ......... ....... .................................................... ........ ......... .......................... ....................... ............................. ........ ..................................... ........................ .. . ....... . .. .. .................... .............................. PVI STA- = 15+77.70 ............... ... ............... ....... . ... ....................................... I ............................... ....... .............. ............. ...... ........ ............ 60 60 ..... PVI ELEV -24.61 .... ......... ........ ............................. ................................................. ........................ ........................ ................................................................................................... ...... .................... ............... 1­ ......... ............ ............ ...................................... ................ .......... * .............. ***** ........... ....... .......................... .... ...... . . . . . . . . ..HIGH POINT ELEV24; 73 .. . . . . . . . . . . . . . . . . . . .VC . ........... ................... .... ........ I .. ...... ...... .......... ......... .. ....... .......... .... ... .......... ............................ ................. ....... HIGH ,POINT STA-19+41.99 .......... CD .................................... ...... .......... ......... ......... ............... ... . . .... .......................................... P VI STA 1 9+4 1 .9 9 LOW POINT'ELLV'= '24.53' U-i 00 ...... ....... ................ ........ .... ....... .... ..... :_ _ �. , . ............ ... ...... ....... ...... .......................................... ....... PVI..ELEV. = .24.79 ........................... ...... ............. LOW. P.01 NT . STA. 6.+ 55,26. + ....................... ....................................................................... ............... ........................... ...... co, * . ................... ................... ............ .............. ....... ..... ......... ... .. ....... ................... VC ..... ............... . ...... PV1 - STA - .16+26.69. ...... ..... . . . . .... ..... 50P ....... .......... ...... , .............................. ............................... ............. .... ... ... ..... ...... ......... ............. . ­w ............ ......... .... . PVf,ELEV �,2121­ ............ I .. .. ... . . . . ... ................ Li.............. ..'.. . ..... ... > ......... 200. VC. . . . . ....... ........... ..... 6.6...... .. . . . . . . . . . . . . . . . . . . . . . . . . .-. U .....'. *... ... ..... .. . . . . . . . . . . .. ... ... . .... ........... ...D . ...........>....... .................................. ...... . ... A An CC(0 ... ..............Ln ... ....... . 4u ........ ................. .............. ..... ........ ............................. ...................... ........... .....................................- ...................... ........:...*... ...................... .......... 16'6 0 : ............N . ... . ......d..... ............................+,1...... ......... ....... .. .....C4....... . . .... . ... ....... .................................. ................... ......... .......... .......... ......0 ........... .......... ......... EAST MEDIAN PR OFILE �r0-C14..... .... ........ . .... . ...........6j .......... ....... . EXISTING GROUND* ......... .M d ........... ............ . ......EASTGUTTERPROFILE n /) M Lj J AT CENTERLINE . ... . ...... .................... ................. .......... ......... .... ........... .................. ..............- 4..... .......... ............. < . ..... ... ....... ... LLJ........... .......... ......... .... ............. .. ........ ... ....... ........ ... ...... ......... :E GUTTER. 23.76 23'64 23.57 2354 23.55. ... ......:. ............ 23,61 ..........23.71...........2383 .... 2421 ".. . . . . . . . .....23.96 ...... ...24!08 ..........................24;33...... . . . . 2. 4. . 4. 6. . . . . . . . . . . . . .......... . . .. . . . .. . . . . . . . 2. 4...7.. ....................24.58..... ......... .......2472 24,63 . . . 24:83 24.89 0..MEDIAN.....24.98 .1.... .. ... ..... ... .. ... ... I. ... .. ... .I. .. .t.:... . .. .... .. ... .. ... ... 24;96 25.03 25.11 .. ... .. .. ... .... ...I .... ...... ............. 25.18 25;25 25.32................25,48 ... .. ... ... ... ..:... ... .. .. .. .0. .. 25.53 .............. 25;59 ................25.64.............. 25.75 .2254....87..30..........0L ..... ........ ....... ........::......................'. ..............24168.7................24.82....................!.......................................... .*........................................ 17 18......... 19 20. EAST GUTTER & MEDIAN PROFILE OGlAco 11-14-11 SURVEYED: KPG WAS DRAWN BY: JLF DESIGN BY: JLF CHECK BY: NJD /_0320 ISTE PROJ MGR: JF AV I L V, 7N1lLJ M 83 E FR3 -to T REVISION DESCRIPTION BY APP. DATE FILE: 0655DPRFOI.dwg KPG 753 9th Avenue N 2502 Jefferson Avenue Seattle, WA 98109 Tacoma, WA 98402 (206) 286-1640 (253) 627-0720 www.kpg.com DOCUMENTS 60' CITY OF RENTON '0 ,6R Public Wog ks Department APPROVED FOR CONSTRUCTION M DATE: 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 SECTION CONFIGURATIONS, AND REFERENCE POINTS FOR MEDIAN PROFILE AND GUTTER PROFILE. 3. SEE ALIGNMENT PLANS FOR CURB LAYOUT. 4. CONTRACTOR SHALL PHASE CONSTRUCTION 1T 0 AVOID CONFLICTS WITH UTILITIES TO BE REMOVED OR ABANDONED UNTIL NEW SYSTEM IS INSTALLED AND OPERATIONAL. 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET T-343095 CORRESPONDING SHEETS CATEGORY S H 1L_ FT :tlGsJ OF WAY PLANS 9 EXISTING CONDITIONS SITE PREPARATION & TESC PLAN ALIGNMENT PLAN ALiGNIMI E N' PIR, C; lF - 1 E DRAINAGE PLANS 5 741 83 11 6 DRAINAGE PROFILE 115,116 WATER PLAN 134 WATER PROFILE 148 JOINT UTILITY TRENCH PLAN �166 UT PS JOINT KITVf T ENCH PROFII. IR n 18/_ PROPERTY RESTORATION PLANS 197 CHANNELIZATION & SIGNING PLAN 219 ILLUMINATION PLANS 2.30 IRRIGATION PLAN 284 LANDSCAPE PLAN 296 _L ---- j RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PROFILE STA 15+50 TO STA 20+00 DRAWING NO. 95 PROJECT NO. TED403430 FED AID NO.-CM0167(048) DATE: NOV 20", 1 SHEET NO. 95 OF 304