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HomeMy WebLinkAboutT-343099r 0 3 0 w a! a 0 u7 i U 0 0 i 3 0 z c� w i Q 0 0 z 0 w rN- U w 0 O 8 0 .............................................................................................................................................................................................................................................................................................................................................................................................................................................. SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS 61 wx C II -1ar7 GtA SOS4 wn � y y '? 20320 w`r ,n rsrER l.�k' loNAL tip' SURVEYED: KPG DRAWN BY: JLF DESIGN BY: JLF CHECKBY: NJD PRO) MGR: JF FILE: 0655DPRF01.dwg R 753 ft Avenue 2502 Jefferson Avenue BID Seadle,WA98109 Tacw@,WA984D2 DOCUMENTS (2061286 -1640 (263)627 -0120 VM4/'kP9'Wrs CITY OF RENTON — OA Public Works Department APPRO ED FOR CONSTRUCTION �� BY DATE:" Sp / ALIGNMENT PROFILE - DRAINAGE PLANS 110 ............................... 80 WATER PLAN 138 _ .................. .......... ... .......... ...... ................... NOTE:. :BUILDUP ROADWAY GRADE. WITH: HMA FOR PRELEVEL. ........ CL ....... ................ .......... ......... ....... ......... ......... ;: 186 . . ,........ CHANNELIZATION & SIGNING PLAN 223 _ 234 IRRIGATION PLAN .,....... LANDSCAPE PLAN GENERAL PROFILE NOTES ........................................ PG 70 -22 IN VICINITY OF. RAINIER. AVE :S AND S PLACE NUMBER .... . . . . . . ........... PG 70 -22. IN .VICINITY BY OF. RAINIER. AVE S. AND. S 4TH. PLACE . .4TH. INTERSECTION•...SEE. TYPICAL SECTIONS; SHEET ... . ..... INTERSECTION, , .SEE, TYPICAL SECTIONS, ..........: SHEET ,21 ..............................: . SEE ALIGNMENT PLAN SHEETS 81 91 FOR ROADWAY AND OFFSITE 1. - ,21 ......... " "' " " " "' " " "" "` " " " """""""""' """""""""' "`" "' "" """ .... -. NG, M NS, C TA, A SURFACING, MEDIAN LOCATIONS, CURVE DA AND RADIUS INFORMATION .................. ......... ......... ........... ........ .. POINT ELEV _ 28.29: 60 ........................ 2. TYPICAL SECTION SHEETS 19 -23 FOR ROADWAY MATERIALS, CROSS ......... . _ .. .. ....... _ .. _... ........ _ ...... .... ........ ....... ......... .......:..... _ .................... ......:............ .......... ......... ......... STA = 36+ 22,59.......................... HIGH POINT ELEV _ 28:66 ......................... SECTION CONFIGURATIONS, AND REFERENCE POINTS FOR MEDIAN PROFILE 60 .... .. .. .... .............. ... .. :....... .. -PVI STA _ 33 +53:94.....:. ........ ......:.......... .......... ... :... .. .. .....: HIGH.POINT.STA - 37±80:89.;..60. .. AND GUTTER PROFILE. PVI STA ....... ..... ................... ..... - 33 +68 ... ...... ...... ...: ................................................ ............................... .......................... .............. . "' MATCH R14 ILL—L TERSECTION CURVE DATA PVI ELEV: = 28.07' ... PVI.ELEY = PM ELEV = 28.36 140' VC. STA 34 +58.39,:SEE P VI .STA _ 37 +.75. 3. SEE ALIGNMENT PLANS FOR CURB LAYOUT. .25.08 .. . 50. VC.. PVI ELEV = 28.77. .. 110' VC ... ... ............. ......... IN EAST MEDIAN _,. ...... _ _........._ ...... ................. . 75` VC PROFILE ': "' CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS IN 4 WITH .......... ............................ .............................. ...............................:............................................... ...............:............... OFILE AT STA 34 +60.85... �..... �. ... ABANDONED UNTIL NEW SYSTEM IS N. :S 4TH PLACE .,,, ....... S 4TH PLACE ... oo... .. ... ... ... .. N.. .... ... ... INSTALLED AND OPERATIONAL. ......� N ......... ........ ... o .w Uf _ ..... ........ ............ - r7... ..... .......... O. ...� �. .... ............. ltl. + .,I1 ................. N. ............... .. �, .�.. .M LO 11 N ;: m .N t` in :.............................. :........... .�............ 40.... } .N ..........................� aO..M N ..." U ................. ................ ..N ..> U �.. .........� n N ........ .. ..� U....................... ..N. .0 ........................ > .. 1 .................. ........:... .... I > ;... .... N M .. N ....... 7 ...... .. .e;. .� w Q .... y m > :. END WEST. MEDIAN EXISTING GROUND AT CENTERLINE ¢ Q �, ..Q > m m ..�u�a m W .. PROFILE AT STA M3 M;20 W..... ... .... ... :....... > w . .W..n ............... ...................Q w ............. O %..........Q 1.55 %. ...0: 500%.. .................:............a ...... ......... ... ........... 0.380 .... ..... .................... p fi00% .. . . ... ..... .... .._ 0 %.. ........ — — — — .- ... 007 .. .... .... — - 0. 00% 0 5 - ...00% .. 07 00 %.... — — — — . —. — �...... 10 03% ..... .. .... .... .BEGIN WEST PROFILE ........ WEST MEDIAN PROFILE WEST GUTTER PROFILE . [ + N .. .. N �... 20.....'. .......... ........................... TS7 6 +p0 58 20 ........................ .. ..........:........ . ... ..... ............. HIGH POINT ELEV - 29.35 ........................................ M .....:.................................................:............. 20 .... ............................... ... ....... ......... . ..,.. WEST MEDIAN PROf1LE ELEVATION.._.. ..... ............................... HIGH POINT STA _ - 37 +96 02 ..... 20 .. ........ .. ...... .. ..................... .....-1 -.. n N ... .. MAT.CH.RII.INTERSECTION CURVE DATA EAST MEDIAN,PROFILE ELEVATION ...,.. ..... ... ...... .. ..... ...... .. N.. ............................... > m ^� N ...... AT.STA 33 +68.10,_SEE ALIGNMENT PLANS PLANS...... Q. > P�PVI 7 +29.42 N a.. MATCH R12 INTERSECTION CURVE DATA "" "'' ELEV ......... w... ........... .... ''m ...... .... .. ..... ...... . _ WEST GUTTER PROFILE AT STA 34 +87 45 SEE ALIGNMENT PLANS .. .... .. .. ......... .... ... ......... 50..VC ....... ................. Q W GUTTER R1.1 - 4TH PL 4TH..Pt R12 26.15 26:40 26,66.... 26:90 2715.. 27:41 27 66..... 27:.9.1. 28 08 28.25 28.42 28.58, „2.8 65 28 O ....... ... 0.........W. MEDIAN . � .............. - , .. , . - - ..... .... .... 28.41 ........ 28 56 ............. 2$ 71 28:86 ................ ............ 29.01 29 % 27.99 28:17. 29 30 29.35 0 34 35 26.78 36 . _, ..,. 27 68............ 28:07 37 ....... 28.19............. 28:32 28.44.......... ............... ...... 38 .... 8.6 8:77 WEST GUTTER & MEDIAN PROFILE 80 ............................................................................................................................................................................................................................................................................................................................................................................................................................................ SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS 61 wx C II -1ar7 GtA SOS4 wn � y y '? 20320 w`r ,n rsrER l.�k' loNAL tip' SURVEYED: KPG DRAWN BY: JLF DESIGN BY: JLF CHECKBY: NJD PRO) MGR: JF FILE: 0655DPRF01.dwg R 753 ft Avenue 2502 Jefferson Avenue BID Seadle,WA98109 Tacw@,WA984D2 DOCUMENTS (2061286 -1640 (263)627 -0120 VM4/'kP9'Wrs CITY OF RENTON — OA Public Works Department APPRO ED FOR CONSTRUCTION �� BY DATE:" Sp / ALIGNMENT PROFILE - DRAINAGE PLANS 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 ............................... 89. JOINT UTILITY TRENCH PLAN NOTE: ;BUILDUP ROADWAY ORADE WITH HMA FOR PRELEVELCL 186 . . 201 CHANNELIZATION & SIGNING PLAN 223 ILLUMINATION PLANS 234 IRRIGATION PLAN 288 LANDSCAPE PLAN 300 ........................................ NUMBER .... . . . . . . ........... PG 70 -22. IN .VICINITY BY OF. RAINIER. AVE S. AND. S 4TH. PLACE ..... ..... INTERSECTION, , .SEE, TYPICAL SECTIONS, ..........: SHEET ,21 ..............................: . _ ..............:. _.. _...................... s........ ........ _...........:................ ...............:............... HIGH' POINT ELEV "_ 27.92 HIGH POINT ELEV _ 28.29: 60 ........................ ...........:............... ...... ...... ......... . ............................ . HIGH., POINT. STA = 36+ 22,59.......................... .. ......................... HIGH 06INY STA .:. 37 32:39 60_ .. -PVI STA _ 33 +53:94.....:. ........ ......:.......... .......... ......... ......... ......... .....: ................. .PVI .STA..;. 36 +00 .......... .. P.VI. STA. _ 37+28,22 . . PVI ELEV = 24.61 "" "' MATCH R14 ILL—L TERSECTION CURVE DATA PVI ELEV: = 28.07' PM ELEV = 28.36 140' VC. STA 34 +58.39,:SEE ALIGNMENT PLANS .. . 50. VC.. ................ ........... ........ ......... IN EAST MEDIAN ............. ...... ........... EAST MEDIAN PROFILE ': "' .......... """ .......... ............................ OFILE AT STA 34 +60.85... �..... �. ... ... N.. N. . S 4TH PLACE p N.. M M. S ° {. .w 4O ......... ................................................ ' ......... ...... M, - r7... ..... .......... O. ...� �. .... ............. ltl. + .,I1 ................. N. ............... .. �, .�.. . N � .........�. tL?. ................ ............................................. ra................ .N . . .... ............................... . .... 4.0. :.............................. :........... .�............ .................. } .N ..........................� aO..M N ..." U ................. ................ ..N ..> U �.. .........� n N ........ .. ..� U....................... ..N. .0 ........................ > .. 1 M. .�.. _ ... r� N M .. N m . >. w Q y m > W ... ... . . >.. _ ..... ..Q y. JJ ..�u�a m W .. N W..... ... .... i,u .... ... :....... > w . .W..n ............... ...................Q w ............. O %..........Q 1.55 %. ...0: 500%.. .................:............a ...... ......... ............ 0:310 %... .......... . ... ..... .... .._ 0 %.. ........ — — — — .- ... 007 - 0. 00% 0 5 - ...00% .. 07 00 %.... - -- — — — — 1.000 %............ ?.'�.. . [ �... EAST GUTTER PROFILE 20 ........................ .. ..........:........ . ... ..... ............. .... ..... Op, .... o �'o ........................................ _ .....:.................................................:............. .... ............................... - N ........................................................... ............................... _ ^^ f. ...................... ..... 20 : .......... ...................... ............................... R13 INTERSECTION CURVE DATA .. ..................... .....-1 -.. n N m� N.. ............................... ^� N .... . AT STA 33 ±54.94, SEE. ALIGNMENT PLANS...... Q. > N a.. EXISTING GROUND ......... w... ........... .... .. ...... .... .. ..... ...... . _ ....... .. ¢ ...... .. .... .. ......... .... ... ......... w......... .. Q ......... ....... ... E GUTTER R13 .4TH PL 4TH PL R14 25.82 26:07 26.57 27:07 27.54.... 27:83 27.91..... 27 82 27.99 28:17. 28 28....... 28:25, 0...... E MEDIAN..... ...................�.... .. ... - 26.78 27:29 . _, ..,. 27 68............ 28:07 28.19............. 28:32 28.44.......... 28:.................................................. .... 8.6 8:77 .. .. . 28.85 26 93 ...2.813.... 29.01 29.08: 0 34 35 36 37 ............. ....... ... ....... .......... 38 .. . EAST GUTTER & MEDIAN PROFILE SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS 61 wx C II -1ar7 GtA SOS4 wn � y y '? 20320 w`r ,n rsrER l.�k' loNAL tip' SURVEYED: KPG DRAWN BY: JLF DESIGN BY: JLF CHECKBY: NJD PRO) MGR: JF FILE: 0655DPRF01.dwg R 753 ft Avenue 2502 Jefferson Avenue BID Seadle,WA98109 Tacw@,WA984D2 DOCUMENTS (2061286 -1640 (263)627 -0120 VM4/'kP9'Wrs CITY OF RENTON — OA Public Works Department APPRO ED FOR CONSTRUCTION �� BY DATE:" Sp / ALIGNMENT PROFILE - DRAINAGE PLANS 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 WATER PROFILE 152 JOINT UTILITY TRENCH PLAN 170 JOINT UTILITY TRENCH PROFILES 186 PROPERTY RESTORATION PLANS 201 CHANNELIZATION & SIGNING PLAN 223 ILLUMINATION PLANS 234 IRRIGATION PLAN 288 LANDSCAPE PLAN 300 NUMBER REVISION DESCRIPTION BY APP. DATE HORIZONTAL SCALE IN FEET T- 343099 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS 61 SITE PREPARATION & TESC PLAN 75 ALIGNMENT PLAN 87 ALIGNMENT PROFILE - DRAINAGE PLANS 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 WATER PROFILE 152 JOINT UTILITY TRENCH PLAN 170 JOINT UTILITY TRENCH PROFILES 186 PROPERTY RESTORATION PLANS 201 CHANNELIZATION & SIGNING PLAN 223 ILLUMINATION PLANS 234 IRRIGATION PLAN 288 LANDSCAPE PLAN 300 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PROFILE STA 33 +50 TO STA 38 +00 DRAWING NO. 99 PROJECT NO. TED403430 FEDAIDNO. - CM0167(048) DATE: NOV 2011 SHEET NO. 99 OF 304 �y m /v �o J 1 0 �d N -c 1 w a .p V/ 0 O wo z H