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HomeMy WebLinkAboutT-343098a M 0 3 0 tr a 0 0 w C i 3 0 i z cD !n W Q 0 z 0 z w V w O o% 80 SHEET RIGHT OF WAY PLANS 12 — _ —. — ................. .. ......... ......................... .. ..........:.................... ..... ..EAST. GUTTER. RROFILE ..... ... 74 ... ...... .. e .... ............................... ALIGNMENT PROFILE �. d 109 80 S'...31 +$$ . .................................. . .............................. . ...... .... ....... ......... ..... ............... ... .. .... . .. ................... ............................ 169 ... , .... ........... ... .............................. t ... .... 200 N ............... 222 ILLUMINATION PLANS .. .. .......... .................... :.............................. :. : GENERAL PROFILE NOTES LANDSCAPE PLAN .... . .. .... . ...... ... ... ............. .. .. ..... ..... .......... .........: ......... ......... BY APP. DATE ... ........... E. GUTTER ... 26.40..........26;00.....,.. 22.99,,.,., 1. SEE ALIGNMENT PLAN SHEETS FOR ROADWA Y AND OFFSITE ............................... 89,.........23.57.......2.4.15, 1.......- ..25.59..........25:0.4,.,..... ..24,37..........23:68.,,., 0....... E MEDIAN..... 25.23........ .. 24:82 ............... 24 33..... 23:77........23 22........ 22:66 ......,., 2210.......... BNSF RIGHT—OF—WAY 42......... - ..21.:.4.7...... „22.13..........22; -... _ - 29 30 ....... 32 .................. 33 ................ ..............................: SURFACI NG M EDIAN LOCATIONS, C URVE DA TA A ND RADIUS INFO RMATION. . ..: . ........... SEE BRIDGE . CLEARANCE .... ... ..... .. .... ....... " - DETAIL, SHEET 26 (TYP) I 2. SEE TYPICAL SECTION SHEETS 19 -23 FOR ROADWAY MATERIALS, CROSS [ .... ....................... ......... .. _ ......... .. .. ... . ... ........:. ...... I . ,_ ............ ... .. AND REFERENCE POINTS FOR MEDIAN PROFILE SECTION CONFIGURATIONS, A ......... ......... ......... ........ .......... .............. I LOW POINT ELEV _'19:58. ........ AND GUTTER PROFILE. 60.... ... .. .... ......... = LOW POINT S7A 31 +7710' 60 .... ....................... .......... ......... .......... ................... ... ...... ..... .... .... .. ..... .. - 32...D.1.5 . - 3 SEE ALIGNMENT PLANS FOR CURB LAYOUT ...... I PW. ... ELEV = 9.09... .... .. f PM .ELEV =25.08 . 4 NTH 0 L ON 0 AVOID CONFLICTS WI 115' VC 110 VC" ABANDONED UNTIL NEW SYSTEM IS ...... INSTALLED AND OPERATIONAL. ........................... .... ... .. ... .. .. .... .. ..... . ...................... ...... ' ..... .................00 ..... ........... ... .. .. ..... ............................ .:. ......... ................[.. ..... .... .. .. ... ...... .. ...... ..... I +. M . N...... ......�..� .. N) ....��.... N 40 v I .... N N ......... . .. .. LOW POINT ELEV r 20.18 c ... v F w ....... POINT ST. = 31 +77.43 m m . . ...� J w ... I ..... PVI' STA "_' 31 +97.82 .. .. L .. .... .. . . .... ... Of ........ ... .. ........... .. ....:.. PVI.ELEV. *.19.35................... ... ......... .. .......................:....... ...................... ................ ......... ............ . ........ ......... 140' -VC.. .... ....... .......... . — T — L850°G..T _ — —.— 3 370% . — - 20.... 1<200 %...... — — �L . — — — ... 2 970% .... ... 20 00 .. ..' .... ... ........ .. .. .. ... N .. ... .. GV °�° ................. .. oa ^ WEST MEDIAN PROFILE. .. .. n N . � N . WEST GUTTER :PROFILE ... ... Pi N . � .. to .............. .......... w .w ..................... ........................... ...:........................... ......:............................ ...: ...................................... ...:..................EXISTING. GROUND .AT. CENTERLINE ...........:............. ........N . ......... ............................... ... .:............................. ... .:. ........................I... ......N... .. . .......... ............... w . . .;............................. j. m..... j .............. . W GUTTER 22.41 .,,,,,,,,22.11 2181 21;51 2121 20.91 2061 2631. 20.01,,, 1932 19.59,,,,,,, 1968. 20.00 20.55. 2128 22;02.. 22.75 0 ...... ..:W.MEDIAN....24.28.. 23:93 ................2347 ..,, 23;00........22.54........ 22.08 2162....... 21:16......... 20.69.............20.32 __.. .... 2018......... ......20:28..........20,60..... 21;16... ,,,.23.50; 24.36' 29 30 31 32 . _....21.95.............22.79___ . 33 .......23,62..... .....0. :� .1 40. WEST GUTTER & MEDIAN PROFILE 20 _2'2309, ... SHEET RIGHT OF WAY PLANS 12 — _ —. — ................. .. ......... ......................... .. ..........:.................... ..... ..EAST. GUTTER. RROFILE ..... ... 74 ... ...... .. e .... ............................... ALIGNMENT PROFILE �. d 109 END AST Dl Fl O S'...31 +$$ . EAST, MEDIAN . PROFILE ........ ,:. ............... :. ± ° 169 -LE EAST MEDIAN PROFILE - ST MEDIAN PROFILE .................. ............................ .................:.............. ............................... ..................:............ 200 N ............... 222 ILLUMINATION PLANS 233 .......... .................... :.............................. :. : Q H LANDSCAPE PLAN .... . .. .... . ...... ... ... ............. .. .. ..... ..... .......... .........: ......... ......... BY APP. DATE ... ........... E. GUTTER ... 26.40..........26;00.....,.. 22.99,,.,., ......... .................:.................... ............................... 89,.........23.57.......2.4.15, 1.......- ..25.59..........25:0.4,.,..... ..24,37..........23:68.,,., 0....... E MEDIAN..... 25.23........ .. 24:82 ............... 24 33..... 23:77........23 22........ 22:66 ......,., 2210.......... .....22:29..........21,62,,.,,, ,,..21;13........,,20.8720:84...........21.04....... 21L4 ..... ......20,99...............20:59 42......... - ..21.:.4.7...... „22.13..........22; -... _ - 29 30 .. .......20 31 ....... 32 .................. 33 ................ ..............................: EAST GUTTER & MEDIAN PROFILE 0 IN IN .29. 0. 0 5 10 20 40 HORIZONTAL SCALE IN FEET [Y] T- 343098 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 12 EXISTING CONDITIONS 60 SITE PREPARATION & TESC PLAN 74 ALIGNMENT PLAN 86 ALIGNMENT PROFILE - DRAINAGE PLANS 109 DRAINAGE PROFILE 119,120 WATER PLAN 137 WATER PROFILE 151 JOINT UTILITY TRENCH PLAN 169 JOINT UTILITY TRENCH PROFILES 185 PROPERTY RESTORATION PLANS 200 CHANNELIZATION & SIGNING PLAN 222 ILLUMINATION PLANS 233 IRRIGATION PLAN 287 LANDSCAPE PLAN 299 z �yrn m O a o � K w 9 K , ` O ti O c GIAC 11 -14 -11 pS4'e� ns 08q cN o l' A•p,�, Q1 Tta �Qr �{ ioNaL '� SURVEYED: KPG DRAWN BY: JLF DESIGN BY: JLF CHECK BY: NJD PROJ MGR: JF FILE: 06550PRFOt.dwg ��� 7539fhAvenueN 2502 Jefferson Avenue BID SeatOe,WA98109 Tawma,WA98402 DOCUMENTS (208)286-1640 (2531627 -0720 www.kpg.com , �� '} CITY OF RENTON JL Public Works Department AP OV D FOR CONSTRUCTION I� BY / DATE: /fib // Z- ) RAINIER AVENUES SR 167 S GRADY WAY TO S(2ND ST ALIGNMENT PROFILE STA 29 +00 TO STA 33 +50 DRAWING NO. 98 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 98 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE z �yrn m O a o � K w 9 K , ` O ti O c