Loading...
HomeMy WebLinkAboutT-343094a M 0 3 v Y 80 ........................................................................................................................................................................................................................................................................................................................................... SHEET RIGHT OF WAY PLANS 8 EXISTING CONDITIONS 56 SITE PREPARATION & TESC PLAN 70 ALIGNMENT PLAN 82 ALIGNMENT PROFILE - DRAINAGE PLANS 105 ............................... .. $ �. 133 WATER PROFILE 147 JOINT UTILITY TRENCH PLAN 165 JOINT UTILITY TRENCH PROFILES 181 PROPERTY RESTORATION PLANS 196 CHANNELIZATION & SIGNING PLAN 218 .. ..... .....: .. ............ .. .. ............................................................................................;......4444................ GENERAL PROFILE NOTES :......................... ....... -.-- .................... 75,.V ............... ....... ..... . ... 44...44.... 4444 1. SEE ALIGNMENT PLAN SHEETS 81 -91 FOR ROADWAY AND OFFSITE .. ............................. - HIGH..P.OI.N.T.ELEV. - .2.9..97 ....................:. ............:..........................................................:...............................:............................ .........................:............................................................. .... .:............................. NG, M NS, C TA, A SURFACING, MEDIAN LOCATIONS, CURVE DA AND RADIUS INFORMATION LOW POINT ELEV = 24.82 .... ....................... HIGH POINT STA; = 11 +68.88 ................................................................ ... ......... ..............................: ......... .. LOW. POINT .STA = 16 +34.25.... 2. SEE TYPICAL SECTION SHEETS 19-23 FOR ROADWAY MATERIALS, CROSS PVI STA = i1 +'97:1'3 PVI STA = 15 +77.70...... 60 ..................... PM ELEV 30.52 NS AND REFERENCE POINTS FOR MEDIAN PROFILE SECTION CONFIGURATIONS, (GUTTER HIGH POINT ELEV = 28.96 LOW POINT ELEV - 28.43 .... _ .................. ............................... PVI ELEV ='24:61' ...... ..175' 60 . . ........_ .................. . ..... . . 175 VC .. ........... AND PROFILE. 60...... _._ HIGH.. POINT.. STA .= ...lJ.t7.5.......:....I ON . POINI..STA.. =... 121. 6. 0 .....:...................................................................................................:...................................................................................................:................... VC : ..............................:................................:............................................................... _ ........ 4444. ............................... 60. ..............................; PVI STA = 11 +75 ........ ..... ; 4444.. p... STA . -.. + 4444 .. ................ ....... ..: ............................... _ ... ........................... .. 4444 .. .. .... . ....... . ................... 4444 ......... ...........:................... 3 SEE ALIGNMENT PLANS FOR CURB LAYOUT .....:.. PVI ELEV = 29.10 4444 PVI ELEV = 28.35.... ................... :........... ... .... .. 4444.. 4444...: ... 4444.. w ....... .. .... ..... ..... ... .... PA STA =..16 +26.69 4. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS NA 1H 75, .VC 50' VC .... ..... ...... ................. .........444...4... .........: PVI ELEV = 23.21 . N UTILITIES TO BE REMOVED OR ABANDONED UNTIL NEW SYSTEM IS .................... .............................. 4444... ................................ N .�. 200 VC ............................... n ............... ...........;................... w ..... ............................... ^ ...: INSTALLED AND OPERATIONAL. ......... C, o ..._ .................... ................. 40 ........ ..........: .......... ............................... �. ..............N w o ............... EXISTING GROUND o ^................... N. �... ........ � ry m_ .........:4..4..4..4 +...N .... ........ .. ............o o N ..... w AT N....� ... ... ..................... N m ....10 ... 4444.. .....].� N. .. ... .. .�� M.. .. 4444.. U t EAST GUTTER PROFILE m + 06 .. ....N od 4444 ... 004444 .M od 4444 M N ... 4444.. 4444 ...... N ..... ............ .. ..... .. .... ... .00 N 4444. 1C OR N ......... ............................... - - - - 4O ..........:..........W _� ........................... >..Q.. W 4444 .. .. 4444. 4444.. VJ L,,,� .N J. w 4444 N ww .................... 4444... J w ......................... .......................r Q 4444.. 44:44. Q. .. j . 40 ........ - U -J W m m... .. ..w �.... w.. . ^.w ........ ... _ J...... w 4444. .. Q ... .. - - ...� J 4444.. fA w i w . 4444.. Q ... d a ........... WEST' GUTTER PROFILE. 4444 .. ... . W ... 4444. . ¢ .. . - 0.900% .... .................... .............................. .............................:. ............... ... u,.............. ^ ......... .......... .... .......:.................... ............... EXISTING GROUND ................... a ............ ..............................:.............. , M. N............:... ............................... ........ 44.......4 4 ............... ............................... .. ................ :.............................. ... .. .... .. AT, CENTERLINE, +...... N _ _ 0.500% 444.4 .... ... _ 0.501'% Q 4444.. N . i:tl74% ... , , .... -D 9819 ... . 0:429% : ................ ... a ...... .. ..................... ... . 4444.. .............w...... ... J- .... .. .. - - ............................. .............. ............................... 4444 . ................... � -..- . 77.75 1257.00 _ .. ........... .........:.................... 20 ............................... a......... :.............................. ..............................: E GUTTER 2788 2242 26;96 26.50 26 14 0 25.09. .....:........................ ..... 24:35 24.13, 23 92; 0 E MEDIAN .................. ........ 29.08 .... 28:63 BEGIN WEST MEDIAN PROFILE AT STA 14 +88.87 ...... 26.67 .............................._ ...... ...... .... . .2 0 12 ..... .... 13 14 WEST MEDIAN,PROFILE,ELEVATION__, EAST, MEDIAN PROFILE- . . .12 N.. .................. ...4444 . ................. 444....4 ........ ......... ......... w.. w a . ... .... `W GUTTER 28.73 28.54 28.43 28 48 28,80 .. ... .. ... 28.21 27:94 27.69 27 45 27.20 27:05 26.95 26.84: 0........ W. MEDIAN........- ... .............- ................. 4444. 4444..- ... .......................- ...4.4.4.4.............. 4444.28:48 - ............4.4.4.4... - ..4.4.4.... ....=.....................-............ ............................... - ...............25:83........ .25.94............25,73......0. .......................-.......... 12 13 14 15 WEST GUTTER & MEDIAN PROFILE 80 SHEET RIGHT OF WAY PLANS 8 EXISTING CONDITIONS 56 SITE PREPARATION & TESC PLAN 70 ALIGNMENT PLAN 82 ALIGNMENT PROFILE - DRAINAGE PLANS 105 DRAINAGE PROFILE .. ..... _4444. PVI STA 1:2 +10:15 133 WATER PROFILE 147 JOINT UTILITY TRENCH PLAN 165 JOINT UTILITY TRENCH PROFILES 181 PROPERTY RESTORATION PLANS 196 CHANNELIZATION & SIGNING PLAN 218 .. ....... 229 IRRIGATION PLAN PVI' ELEV = 28.62 ........................ LANDSCAPE PLAN 295 ............................................................................................;......4444................ :......................... ....... -.-- .................... 75,.V ............... ..................... 4444 .. ............................. - HIGH..P.OI.N.T.ELEV. - .2.9..97 ....................:. ............:..........................................................:...............................:............................ .........................:............................................................. .:............................. LOW POINT ELEV = 24.82 .... ....................... HIGH POINT STA; = 11 +68.88 ................................................................ ..............................: .........4444......... LOW. POINT .STA = 16 +34.25.... PVI STA = i1 +'97:1'3 PVI STA = 15 +77.70...... 60 ..................... PM ELEV 30.52 "' .... _ .................. ............................... PVI ELEV ='24:61' ...... ..175' 60 . . ........_ .................. . ..... . . 175 VC .. ........... VC : ..............................:................................:............................................................... ..............................; ................... ..... . LOW POINT ELEV 24.53 4444 .. ................ ....... ..: ............................... .. 4444 .. .. .... . ....... . ................... 4444 ......... ...........:................... .... .....:.. LOW. P.OINT.STA . =.16 +55.26: .... .... ..4444. ... 4444.. w PA STA =..16 +26.69 IR ..... �... PVI ELEV = 23.21 . N N 4444... N .�. 200 VC 40 1� N N .. w ^ ......... C, h ..._ .................... ................. 40 ........ ..........: .......... ............................... �. ..............N w > ............ W ............... EXISTING GROUND .+ . ^................... N. �... ........ � ry ...................... EAST ...... MEDIAN PROFILE +...N N ..... w AT CENTERLINE.... ... ... ... ..................... m . . N w N. J w ... N J EAST GUTTER PROFILE m i w ...... ......... .. .... .4444 �. 4444.. W .. � .. ... � w ......... ............................... - - - - - 1:840% 4...................... a........:........ .. .............. ...................... ......................... ... �......... �. .m .. . - 1.3509_ .... - 1.850% ........ .- - - - - - m. 4444 - - - - 1,4009..... ...... .... ..... .. ..... ..- - 0.900% .... ................................ 20 .............................:. ... u,.............. ^ ............... .......:.................... � ......... ?.............._.................................................:........................ . ............................ ........................... ........................:...... 20 . ..............................:.............. ................:.............. M. N............:... ............................... ........ 44.......4 4 ............... ............................... .. ................ :.............................. .............. .. ..... ... +...... N 444.4 .... Q 4444.. N ... .. ... : ................ ... a . .. ..................... ... . 4444.. .............w...... ... J- .... .. .. .. ... ...... ............................. .............. ............................... � .... .............4444.............. _ .. ........... .........:.................... ............................... a......... :.............................. ..............................: E GUTTER 2788 2242 26;96 26.50 26 14 25,79 25:44 25.09. 24:80 24.58 24:35 24.13, 23 92; 0 E MEDIAN .................. .28.30 29.72 29:45 ............................... ............................................................................................................................................................................ 29.08 28:63 28.17 27.71 27.35 27:00 26.67 .............................._ 26:33 ......... ............................... , 25.99 I ......................................................... , . 25:66 25.38 25.15 ........... 0 12 13 14 15 EAST GUTTER & MEDIAN PROFILE �1 -14 -17 SURVEYED: JUF ��� 'OS4'4W Gwq cX"9 DRAWN BY: JLF o ' DESIGN BY: JLF 753bAvenueN 2502 Jefferson Avenue BID CHECK BY: NJD Sealte,WA98109 Tacoma,WA98402 DOCUMENTS FzosE° $Qw� PROJMGR: JF (206) 286 -1640 (253) 627 -0720 ti 's www.kpg.00m REVISION DESCRIPTION BY APP. DATE vnc FILE: 0655DPRF01.dwg Al CITY OF RENTON rLL Public Works Department FOR CONSTRUCTION DATE: 11<411Z k0-- -ow k •k d HORIZONTAL SCALE IN FEET T- 343094 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 8 EXISTING CONDITIONS 56 SITE PREPARATION & TESC PLAN 70 ALIGNMENT PLAN 82 ALIGNMENT PROFILE - DRAINAGE PLANS 105 DRAINAGE PROFILE 114,115 WATER PLAN 133 WATER PROFILE 147 JOINT UTILITY TRENCH PLAN 165 JOINT UTILITY TRENCH PROFILES 181 PROPERTY RESTORATION PLANS 196 CHANNELIZATION & SIGNING PLAN 218 ILLUMINATION PLANS 229 IRRIGATION PLAN 283 LANDSCAPE PLAN 295 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PROFILE STA 12 +00 TO STA 15 +50 a z my v, O o � F � o W O 94 DRAWING NO. PROJECT NO. TED403430 FED AID NO. - CM0167(046) DATE: NOV 2011 SHEET NO. 94 OF 304 a z my v, O o � F � o W O