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r 1 0 3 a (n O a I'M 80 .......... .................................................................................................... :..............................:................................................. .................... .............................. .......... .................................................. ..:...............................:................................. ... .................................................. . ................................................. .................................................. ....................... ...... :............................... 80 1111.. ............. ......:. ............................LOW _111_....1 _ ..... ......... ...:............. ......... _.........:..... ......... ...:...................._. ...:............... ............:.... NOTE : ... 8000UP ROADWAY GRADE WITH HMA FOR PRELEVEL CL ................................ k. ............................... ............................... .......... ......... ......... .............:...... ......... ......... ............................... .........:......................... ..... .... .:......1............1....11..: ...... ......... ......... ........ ......_. .....:......................... ............................... ....1...11.....1... ......1111: ... GENERAL PROFILE NOTES PVI STA'_ 1+ 20............................. �' PG 70 -22 IN VICINITY OF RAINIER AVE S AND S 4TH PLACE PM - 26:50 ......................................... ... .... .... ,E,L,EV A D . ... 3 769 1111 INTERSECTION... 35 :. ... ...... SEE .TYPICAL ..... SECTIONS, SHEET. .... 21. ..... .. ..... ..... ... ... -..K = 9.577 1111. SEE ALIGNMENT PLAN SHEETS 81 91 FOR ROADWAY AND OFFSITE 1. - ... .... x._..13.267 1111 ................. _ .. .............................. : ...................._ ......... ........................RAINIER .... - ................ 70.000'0' VC ................ ........................ I ... NG M NS C TA A SURFACING, MEDIAN LOCATIONS, CURVE DA AND RADIUS INFORMATION. 60 .............. :.. :. ................... N ... ......... .. 1111 .. ..... .. .. ... .. 1111. .. .. .. ... ... ......�.. 1111 � �: .' .............� o + M' O N, .. .... ......... .. .. ... .. 1111. .:. _. AVE. S 1`111 N .. I60 1111 111.1 111..1 ....................................................................................................................................................................................................................................................................:........................................... ...... _ ..................................................... :.................:............ S.... _ . ......... ............ ............................. .. -.. 1111 1111.. .. ......:........................ .........................1111.. ............................... ; .............................. ... .. 2. SEE TYPICAL SECTION SHEETS 19 -23 FOR ROADWAY MATERIALS, CROSS ..... . .. ...... ...... .N U 1111. w :. 1111 1111.. 1111.. w .. .. 1111. U 5. .. m m:. ....... .. ... .. ..... .. SECTION CONFIGURATIONS, AND REFERENCE POINTS FOR MEDIAN PROFILE .. 1111 1111... ........ ........... _ ... W . w .. a 769 a .. .... .. . .1111 .. .. .. .. AND GUTTER PROFILE :..............................:..............................:.... ..... .....:........ 1111. .... ...... ..... ...... EXISTING GROUND 'AT ..... ...... ... ............. ............................... . . ....,. .. .................... :.............................. : 3 SEE ALIGNMENT PLANS FOR CURB LAYOUT TOP BACK OF SIDEWALK...... ..........................:.... ..................... ............................... oo ...� ................... o. .... :........................1111.. 1111 ............................. ..... ........ ...... .......... 4. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS WITH .. 1111. 1111.. ... 1111 ......... ..... 1111 1111 .. ........ ...� m ........ 1111 + 1111 111.1 N v' '� : 1111 1111 1111 1111 UTILITIES TO BE REMOVED OR ABANDONED UN11L NEW SYSTEM IS .. 1111. 40 .. ... .. ......... ......... .. .. 1111.. ......... .. +. m u'i ....... N 0 ...... ,n .. M `� ..... .,ri ..... ..... .. ..... N : ..... 4Q INSTALLED AND OPERATIONAL. iial . ............................... LO �.... li....................................................:..................... ............................... . ............................... ............................... ..... ..........................:.... II. .�.. ................1111 . ...w.. ......Q .. ........ J....................... ..It .�.:. .. J. :.............................. :.............................. 1111.. 1111... ... 1111. 1111.. : N. tal ................... H V1 ... W .. .. .. ... ... .. N. . 1111 ... 1111 1111 ... .. ... 1111. .. ..1111. 1111... ... :1111. .. 1111.. ........ . �. ....... ...... ..�.. d.. ... ... ... .. .. ...... .... .... ..... ..... :.............................. :....................... s. ....................... S ' .......:....................... ... 1111 . .......................... �. .................................... ............................... ' ' ............ ....................... :. ... ............................. 1.500% _ _1.500% ........ 1111 ..........1.126 %.......... . 111:1. 1111. 20 ............................................................:.................................................:.................................................:.................................................:.................................................:........................................... ............................ _ .. ....... _1111.._ ._..... _: .. _._....... ........................ _ ........I-- ....................... :............................... ...._........._............._.. ......... ..........1.111.......... ...........:............. ......... .................. ......:........................ .........................1111.. _...... ........... :...... .. ...... . ............... :.............................. _._ _._ ......... _1111 ......20 ......: ..........: ..........: .............. 0 ..........:....... .............................................................. .............................................................................:.............................. ............. .................:............. ................:. ........ ....; .......,.,,............................. _:1111._.. _ ..........:....... .........:..........1111.. ....................... ............. ............. .......... . ............................................................................................................................................................................................. ......... 1111.. _..............._.... ............. .......:......._......................:........... ......................... ... ........................ 1111.. ._.. ..:............................ ........................... :.............................. ................ ..: .... ........... ...... :..............................: ............................... ........................... :1111._ 1_111... ................ .............................. ..... ....: ..........: 0 348 +00 349 +00 350 +00 ........ .................................................... 351 +00 S 4TH PLACE CENTERLINE PROFILE wx N w w x w W Cn Z O F= z Z U U Of O Ll- .. ................................................................................................................................................................................ ................................................. ................................................ . 0 +00 0 +50 1 +00 1 +50 PROFILE -WALL 5 &BACK OF SIDEWALK T=34301 0 3 HOR: 1"=10' VER: 1"=5' SEE SHEET 35 FOR ALIGNMENT DATA n -tan SURVEYED: KPG qq O6F'4�GWA yO�y DRAWN BY: JLF Kp� CITY OF RENTON RAINIER AVENUE S (SR ST DRAWING NO. OJ S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: JLF BID D Public Works Department y - 75391h Avenue N 2502 Jefferson Avenue CHECK BY: NJD Seattle,WA98109 Tacoma,098402 FEDAIDNO. - CM0167(048) 'A 20320 N`r DOCUMENTS APPROVED FOR CONSTRUCTION DATE: NOV 2011 Ms. �w PROJMGR: JF (206)286.1640 (253)627 -0720 ALIGNMENT PROFILE °1JnL www.Ypg.Wrs BY: � AY DATE: % /J /2 SHEET NO. 103 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DPRF01.dwg /f'� "1 """'77% z �y m N O c v I > o W D K . ` o 0 N Z y ........... 1111. .......... . LOW POINT .ELEV. = .24,02..1.1 1111 ... ............. ......:. ............................LOW POINT STA = 0+ 45: 01..................................................................:.................................................:.................. ............................... PVI'STA'= 0+ 55. 68 .. ............................... ........... 1111... PVI STA'_ 1+ 20............................. �' .............................. ......... PA ELEV -. 23.44 FINISHED GROUND AT PM - 26:50 A D.. = . 7.309 TOP BACK OF SIDEWALK: ,E,L,EV A D . ... 3 769 1111 . _ .. 35 :. ................. ... ...... ....... ...... ... -..K = 9.577 1111. :. . 1111. .................... ... .... x._..13.267 1111 ................. .. 1111. I. .. .. 70.000'0' VC .... I... I 50.0000 VC I..... .............. :.. :. ................... N ... ......... .. 1111 .. ..... .. .. ... .. 1111. .. .. .. ... ... ......�.. 1111 � �: .' .............� o + M' O N, .. .... ......... .. .. ... .. 1111. .:. _. ..� .. ..� .... + ... ..-. 1`111 N .. O M ......................... �, .... 11.11 1111 111.1 111..1 O 1111..... .. .................... +'�( .. ..fN 1111.. 1111 ....................... ............................. • • 1111 W .. 1111. �.�.. .. ... 1111 .. .. -.. 1111 1111.. .. .. ... 1111 0... l�yy,II-. .. U CJ. ... .. .........j ..... ` ' .N U 1111. w :. 1111 1111.. 1111.. w .. .. 1111. U 5. .. m m:. ....... .. ........... w ... ....................... 25 : 1111 . m . M . ..... .. 1111 1111... ........ ........... _ ... W . w .. a 769 a .. .... .. . EXISTING GROUND 'AT �.... TOP BACK OF SIDEWALK...... .............:..................................................................................................:.................. ............................... .... ...... 1111 1111. ..... ........ ...... .......... .... . BNSF. ROW ... .. . ... ................... .15 ..................... 1111 1111... 1111 .. .. 1111.. 1111.. 1111 '. 1111 ... .............. ... ............... 1111.. ... ......... .............. N w w x w W Cn Z O F= z Z U U Of O Ll- .. ................................................................................................................................................................................ ................................................. ................................................ . 0 +00 0 +50 1 +00 1 +50 PROFILE -WALL 5 &BACK OF SIDEWALK T=34301 0 3 HOR: 1"=10' VER: 1"=5' SEE SHEET 35 FOR ALIGNMENT DATA n -tan SURVEYED: KPG qq O6F'4�GWA yO�y DRAWN BY: JLF Kp� CITY OF RENTON RAINIER AVENUE S (SR ST DRAWING NO. OJ S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: JLF BID D Public Works Department y - 75391h Avenue N 2502 Jefferson Avenue CHECK BY: NJD Seattle,WA98109 Tacoma,098402 FEDAIDNO. - CM0167(048) 'A 20320 N`r DOCUMENTS APPROVED FOR CONSTRUCTION DATE: NOV 2011 Ms. �w PROJMGR: JF (206)286.1640 (253)627 -0720 ALIGNMENT PROFILE °1JnL www.Ypg.Wrs BY: � AY DATE: % /J /2 SHEET NO. 103 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DPRF01.dwg /f'� "1 """'77% z �y m N O c v I > o W D K . ` o 0 N Z y