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HomeMy WebLinkAboutT-3430101I 0 Y 80 ................................................................................................................................................................................................................................................................................................. .I ............................. ..... .. .... V.JVUJO... ............. ....... .--- ...... ............ ................ - .............................. ............................... :............................. 80 . . ............. .... .......... ............. ... .. _ ......... HIGH POINT ELEV = 29.52.. .............................................................................................................................: :. _ ........ ................... ..... .._... ......... ........... _ . :. ............... HIGH POINT ftEV =' 30:21 .... ......... ......... ......... ..........: ..............................: ...- ..... ......... ......... ..........: ......... _ ....... ......... .......... ......... .................... .......... ........ ....... ........... ' 60 ..............................................................................................................:.................................................................................................................................................................................. HIGH POINT STA _ 42 +30 . .... ....... ....... ............. .... ........ ........ ......... ........ .. ..... ...... .. ..... HIGH POINT STA = 44 +03:32 .... ......... ............................... 60 . 20 N ............................................................ PVI .STA . =. 42 +25 ...... .. ...... ....... .. PVI..STA =.4.4. +01.05 .................. ...... ......... ........ . ...............:..............................: PVI ELEV = [__._....._..._ .......... :.................. ........................ ...... PM ELE4 = 30.28 ...................... ... . w ...... .. ..... 5029.59 ........... VC. .... .................. AT STA 43 +13:81; 50` VG .................. . . .. a 0 E MEDIAN ........ ................................ WEST MEDIAN PROFILE ELEVATION - 30:35 .............................. :.O .... ................. . ^.. ..............:...... ............. ............................ ................... ... ... r, ... ... ...... .. ... ... ... .�. .............. °o r2 ... O O ............... .. n �. .. p. ..............: ..............................: ... .^ ... ... ... ... ' 40 . .N .�..... ... .... N d .N .................................. .. .... ... . .... .. ... .... .... ... . ^. ............................... ...... .....:...............M......... O ... ... N. M.......... ��+.. .O ... .. ... M........... .............................. ... 40 .......... ... ............................... m w ...0 .......................................................................................... .w ... ............................... EXISTING GROUND AT CENTERLINE ' U ............... m N ....................... w .................. :..... ............................................ w WEST MEDIAN PROFILE .......... .............................. .............................. END EAST MEDIAN PROFILE AT STA 43+81, M 44 c)............. 45 ..M 4 ...... ... ............z 4..EAST.MEDIAN..PROFlLE.. ............... ... .... ..... ...... M .. ... ...... ..... .... .... ..... a a w .... .............. ... ... CENTERLINE..... ..... m ri i mw ..._ _.. 0.620% ..... w.............. ... ...... 0.390% WEST GUTTER & MEDIAN PROFILE 80 ................................................................................................................................................................................................................................................................................................. :.............................. ........... .I ............................. ..... .. .... V.JVUJO... 0.522% . s...............................:...............................:..............................: - U.DUUro .... .... _ . . ............. ......... ............................... ............................._. .............:....... .......,.....;. .............. .......... .... ......... ....... "oo ........ ....... ........... ' i... .......... .......... .... . �. .. .,....... . .. .. ....... .... ....... ....... ............. .... ........ ........ ......... ........ .. ..... ...... .. ..... ? ..... ............. ... .....L0,� .... .... } 0........ ..... ............ . .. .......... 20 N ............................................................ M ......... ......... .......... ...... ....... .......... ............................... ... ............................... 60. sdt. CJ. ...............:..............................: N>, [__._....._..._ .......... :.................. ........................ PVI STA. � 43 +25... BEGIN WEST MEDIAN.PROFILE W€ST GUTTER PROFILE... N w ...... .. ..... a..... a ................:.............a ............................................. ...................:...............................:................ AT STA 43 +13:81; PA ELEV = 29:78... ........... 29:66 ... .... .. a 0 E MEDIAN ........ ................................ WEST MEDIAN PROFILE ELEVATION - 30:35 .....c1: a ...... ..... ............................................................................................................................................................ ......... ..............: .... EAST MEDIAN PROFILE ELEVATION _ ...................... _ _ . _ .. _ ..... _...... ............................... :........ ... _ ................: - - .......... W GUTTER 29.52 29.:47 _ .. 29.57 .......:..................... ...... ................................_............... 29;71 29.85 29:98 30.12 ...............: : ............ ..................: 30;21 30.16 30:03 ..................... ......... : ............... ...............: 30.22 30.41: 0 :W MEDIAN ................................................................................................................................................................................................................................................................................................. ..... _ ............. ' _ .. .. 30.49.... 30:84 . .........30.79...........30:95. 31.04 .........31:14...... + 31.24. ....31.33 0 ............................... . 42 .............................. .............................. END EAST MEDIAN PROFILE AT STA 43+81, 43 44 c)............. 45 WEST GUTTER & MEDIAN PROFILE 80 ................................................................................................................................................................................................................................................................................................. :.............................. ........... .I ............................. ..... .. .... V.JVUJO... :.............................. .. ... s...............................:...............................:..............................: .................. _............ 80 ............................... . ..............................: ........................................ ..............................: ......... ............................... ............................._. .............:....... ...................... .. ...... .... _ .... ...... :............................................................................................................................ ........................... ..... ..... .: .. .. ............... ........... HIGH POINT ELEV 29 72 ............ ......... ................................. ... .............................. :.............................. _ _ ..._... ... ...... "" 60 ............... ............................... + WATER PROFILE .... [ .HIGH ............................... POINT. STA 43 ±25 ..... ....... ............. .......... ............................... ... ............................... 60. ....:............ ......... .............. ........... ...............:..............................: . .. [__._....._..._ .......... :.................. ........................ PVI STA. � 43 +25... .. _.............. ;............... ........... . ........................._..:.. _.......... _.........._.. ............................................................................ ........... ...... ........ .....:.. ........................... ............ a ................:.............a ............................................. ...................:...............................:................ ............................... ............ .. :...................... ........ PA ELEV = 29:78... ........... 29:66 .... .. .... .... ..............................: _........ .........:.._.... ...._...............: 29:66 29.78 29;91.......... 30.00 0 E MEDIAN ........ ................................ _ _ .. _ _ _ , 36.06 30:12 30.23 .................................. ............................... 30:35 30.46 30:57 30.69 ............................... ...... 50 VC 4 .... ............. ° o........... .....,,..,,,...,............... .. oo ..... au .�...� o ...................� ...... ... ...�........................... .... ........... _ .............................. :.............................. N b.... o .... EAST: :MEDIAN 'PROFILE.. ........ M. .oi...tn N + :-. .................+ � o............................ N .............................. .............................. END EAST MEDIAN PROFILE AT STA 43+81, ........ 40 ......................... + ................. . c)............. EXISFING..GROUND............... ..M 4 ...... o................... . ............z 4..EAST.MEDIAN..PROFlLE.. ............... .... WEST. MEDIAN. PR4 )FILE.....................40. ...... . .........AT+ CENTERLINE..... ..... m . a m > ......... . ...> w w.............. ... ...... ... ....,.. ... W ... ....... " .... ...... ........ ... Q. . ...... ... .. ....n0.180% .... : ................................. _ — 0.460 .. .... ._ .. ........ .................0:63 % .................— — — — — '— — — — — — — IiJLLV /0... .. ..... .. .... V.JVUJO... ..... ....................... ......... .. .............. ' .. ... ... ...... ... ... ... A .... .. .... .............. 'EAST GUTTER PROFILE ...................... .. ...... .... ..... ..... ..... .: .. .. ............... .............................. ....................... .... 20 EAST GUTTER PROFILE WATER PLAN + WATER PROFILE .... ... 20 [ ...................................... ............................... N ...................:.................... ............................... .... .............. ............:.. ........................ ........ ...................... :...... .. ....:............ ......... .............. ........... ...............:..............................: ..............................a [__._....._..._ .......... :.................. ........................ 290 .. _.............. ;............... W............._. ........................._..:.. _.......... _.........._.. ............................................................................ ........... ...... ........ .....:.. ........................... ............ a ................:.............a ............................................. ...................:...............................:................ ............................... ............ .. :...................... ........ ...................... _ ......:....,................ .........:..................... ...._... ......_ ......:.... ........ .......... E GUTTER.. 29.28... 29:41....... 29.,5,3 ........... 29:66 ........ ...... ........................:..............................: ...... .......:..._. .......... ..._.._. 29:66 ..............................: _........ .........:.._.... ...._...............: 29:66 29.78 29;91.......... 30.00 0 E MEDIAN ........ ................................ _ _ .. _ _ _ , 36.06 30:12 30.23 .................................. ............................... 30:35 30.46 30:57 30.69 ............................... . _ _ _ _ _ . , , _ _ .....30.16; _ - .. - [ 0 ............................. :7 ............... ............................... .... ... 4 4 3................................................................ 4 4................. I 4 5 EAST GUTTER & MEDIAN PROFILE SHEET RIGHT OF WAY PLANS 15 EXISTING CONDITIONS 63 X48 Cp9 11 -1411 WA w^ 9 1 — 02�` y 'CAF 20370 �Qx IKE 1$ /OVAL SURVEYED: KPG DRAWN BY: JLF DESIGN BY: JLF CHECKBY: NJD PROJ MGR: JF FILE: 0655DPRF01.dwg ��� BID 753MAvenueN 2502 Jefferson Avenue BID Seale,WA98109 Tacoma,WA98402 DOCUMENTS (206)286.190 (253) 627,0720 ��� •. OF RENTON � Public Works Department APP DFOR CONSTRUCTION BY: DATE: / /�Z ALIGNMENT PROFILE - DRAINAGE PLANS 112 DRAINAGE PROFILE 123 WATER PLAN 140 WATER PROFILE 154 JOINT UTILITY TRENCH PLAN 172 JOINT UTILITY TRENCH PROFILES 188 PROPERTY RESTORATION PLANS 203 CHANNELIZATION & SIGNING PLAN 225 ILLUMINATION PLANS 236 IRRIGATION PLAN 290 LANDSCAPE PLAN 302 NUMBER REVISION DESCRIPTION BY APP. DATE GENERAL PROFILE NOTES 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 TO 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- 3430101 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 15 EXISTING CONDITIONS 63 SITE PREPARATION & TESC PLAN 77 ALIGNMENT PLAN 89 ALIGNMENT PROFILE - DRAINAGE PLANS 112 DRAINAGE PROFILE 123 WATER PLAN 140 WATER PROFILE 154 JOINT UTILITY TRENCH PLAN 172 JOINT UTILITY TRENCH PROFILES 188 PROPERTY RESTORATION PLANS 203 CHANNELIZATION & SIGNING PLAN 225 ILLUMINATION PLANS 236 IRRIGATION PLAN 290 LANDSCAPE PLAN 302 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PROFILE STA 42 +00 TO STA 45 +00 z �y n v, POOc d, v, a F" v � �C w � r o w N O �-1 101 DRAWING NO. PROJECT NO. TED403430 FED AID NO. - CM01674048) DATE: NOV 2011 SHEET NO. 101 OF 304 z �y n v, POOc d, v, a F" v � �C w � r o w N O �-1