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OR 80 ................ ......................... ................................................. 80 ........................................................................................................ ........................... .......................................I......I.......... .:...................................................................................................:..................................................................................................... .................. ........... ..... ►................ ................... ,................ I. :. :..... GENERAL PROFILE NOTES :.............................. ............................................................ ................................ ........ :........ ............. ........................ :. ....... 1. - Y AND OFFSITE SEE ALIGNMENT PLAN SHEETS 81 91 FOR ROADWAY ........................................................................................... ... ........ :....... ............. BNSF. RIGHT- ................... OF. -WAY... ......................... :......................... ... SURFACING, MEDIAN LOCATIONS, CURVE DATA, AND RADIUS !NFORMA :ION. .B RIDGE. .CLEARANCE......... .... :........ ........................... .................. ... ......................... ...... ............... ... .......... ..............................:.......................................................................................SEE .................................................. ...... ...... .............. .......DETAIL, SHEET 26. TYP ..........:............. ...... .... :... ... ........ ....... ....... 2. S .._ SECTION SHEETS 19-23 FOR ROADWAY MATER11k S; CROSS TYPICAL S ........ ....... .......... ....... ............ I..... .... . ........ .. SECTION CONFIGURATIONS, AND REFERENCE POINTS FOR MEDIAN PROFILE .............................. LOW POINT ELEV _ 19:58.................... . ... ................ .......................... AND GUTTER PROFILE. 60 .... = .............................. :........... ..... ......... ...... ............. LOW POINT STA = 31+77.10 . .... .... ................................ :..................... 60 LAYOUT. 3. SEE ALIGNMENT PLANS FOR CURB LAY.�L T. ........................:.................................................:..................................................................................................:.......................................................................................................................................................... PVI STA 32+01.51 = + . ...... .. ............................................................................. ............. :. .. .... I ....:...... ..............................................................................I.................. PVI. ELEV .= 19..09. .......... :... :..........PVI .ELEV. =.25.08 .. 4. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS T:� WI 3H ........:........................ ............................. :... :......... 115.. VC .................................... :.... 110..VC........ ED UNTIL SYSTEM IS UTILITIES TO BE REMOVED OR ABANDON NEW SYST ........ :........................... ................. ......... ....... .................... :...... INSTALLED AND OPERATIONAL. :.................................. .............................................. :.............................. ................................................................................ ........................................... .................. ....................... :........................ .......... o .. 00" ................................:.................................,a'...ao......................:...... ......... :.. o... ... ........... .. ................... .......... ..... o ........... ................ ............... .... ......... .............. ..... ............ ..±�..�' + ...................... _. 40 ........ ...................... .. .. .... .... .................... + ........................................................ ............................. +. CY) �.............. N ............................. ..................:.....................................40 .............................................................. ............:....................................... ....................... m ..0°:.................!_OW-POINT �.............................. :........................................ . EL.EV.=..20.1.8.............. :...U....>...... ...................... .... �................... ....... ....... CN Q w ...... .............................. .... .................... ,.. ,................LOW POINT STA: = 31+ 77.43 . :.... U m ................... ; e� J . .. w....... .......................:........... .......................................................I........ PVI STA = 31+ 97.8.2.................1. ........................................ ............... :.............................. ............................................................................................................................. :......................................................................................... .... :................. .... PVI. ELEV. ..19.35................................ ....... ............. ........ .... ....... .... ............ ,: 140 -VC... ................. .......... =---==1.Z9 0 _ .............. ........................ - . ...... :......... ......... .. . .... ..... .... ......... ........ 20 --. �. _ — — ......... -- — -- - -- -- :... 2. 0 20 ....... .. ............... ......................... ........................... .................................-1:200�................................. ............. ....... . 0 ......... .:. , t,00 ............ ........ . ...... ..................... 00 _ ...... .... . o.:� .....-- :.-...---..--.......-.: -.... WEST MEDIAN PROFILE N...... :................................----.............. :-.........- -.............. .� .. :. :.. ... WEST. GUTTER :PROFILE - ......... .. .... _ ....... ,�, o ... ....:........ ..... :...... ... .. 64 .............. . ............. !.L�-; ................................... ........................:........ ......................................... ...................................... EXISTING GROUND .AT..CENTER.LINE...... :....... :. cn U... �.......... m..... I :. ............................. ........................ ............ ........................... I ... ....... 00 �, ...�, ............... >................ ............................... alp ................................... > .............................. ...................:........ _ _ .................: .............................. : GU.TTER... 2241 ..................................:.............................. 22.11 .................................................... 21.81 21. 51....... 21,21 20:.91 20.61...........20;31.. 20.01 19:72 19.59 19,:68 20,00 20:...5 21.28...........22 02 22.75 23.50 0 . :',N MEDIAN 24.28 23:93 23.47 2100 22.54 22:08 21.62 21:16 20.69 20:32 ... 20.18 20 28 20.60 .......... 211.6..................................2i 95._..............22:79 ................ 23.62 24.36 : 0. ...............................................................................................30............................................................................................................................................................. 29 32 3 3 WEST GUTTER & MEDIAN PROFILE i .....- -.- ..................... 1__ .1. ... ....... I .. .... ................ ........... ............ t............... I . . .......... ... ..... ... .. .......... ---i- ........... .. ....t... t....... .... ... ............ __. .... EAST GUTTER & MEDIAN PROFILE GIA SURVEYED: KPG As DRAWN DRAWN BY: JLF 1K.DESIGN BY: JLF 753 9th Avenue N 2502 Jefferson Avenue BID CHECK BY: NJD Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS isePROJ MGR: JF 32o�0 �w� (206) 286-1640 (253) 627.0720 ,cTg � �`vsloNaL www,kpg,com NUM,SER REVISION DESCRIPTION BY APP. DATE FILE: 0655DPRF01.dwg - CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: r 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET T=343098 CORRESPONDING SHEETS CATEGORY SHEET PLANS 12 —RIGHT-OF-WAY EXISTING CONDITIONS 60 __- i—� SITE PREPARATION & TESC PLAN ALIGNMENT PLAN ALIGNMENT PROFILE 74 I 86 - DRAINAGE PLANS WATER PLAN 137 WATER PROFILE 151 JOINT UTILITY TRENCH PLAN 169 JOINT UTILITY TRENCH_ PROFILES 185 PROPERTY RESTORATION PLANS j 200 CHANNELIZATION & SIGNING PLAN 222 ILLUMINATION PLANS 233 IRRIGATION PLAN 287 LANDSCAPE PLAN 299 RAINIER AVENUE S (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. _ 93 OF 304_