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HomeMy WebLinkAboutT-34301000 0 3 0 LL a 0 u7 i 0 U '3 a i Z N i d .o 0 i z 0 z w U W O IM1111 80 ...............................................................................................................................................................................................................................................................................................................:............................................................................. _.._. ...._......_ .... .... ................ .... ....._ .........................._............................................... ..:................ .. ......... 14 ............................... . ................................................................................................................................................................................................................................................................................. ....................... ....... ............ ............................................................................................... 62 ......................... .................... .............................. ..............................; ............. ...................... ....... a .............................. ALIGNMENT PROFILE ............................80. ............................... ...:............... ...... ._........ ........ ......................: .......... .:. ................. ........... :.............................. ............................. ..: .: 80 ..... .............. ... ............... .......... _._ ..... .... ...._...:......._._....._....._ _ HIGH _ JOINT UTILITY TRENCH PLAN _ ....... : .......... ....... :. ......... ........ ............... _ .............. .:............................... _.......... HIGH POINT ELEV .'= "28.83......... _..... _........ _ ................................................ ............................... :............................................................... ........................ .............................. GENERAL PROFILE NOTES ILLUMINATION PLANS 60 ........................................ ...................HIGH,.POINT. 289 LANDSCAPE PLAN 301 STA...... 38 �77: 90.................................................:...... .. .: .. ... ............................... ............................... ... ...................:........... POINT. STA.. =..40 41, 15............................................................ 1. - SEE ALIGNMENT PLAN SHEETS 81 91 FOR ROADWAY AND OFFSITE BY ............................... .. DATE .............................................................. ;............................... ............................... ;.............................. ..........PVI .STA.. 40 +36.15 ....... SURFACING, MEDIAN LOCATIONS, CURVE DATA, AND RADIUS INFORMATION. ......... _ ...... ................... ............. ..............,.. ............................... .............................. ................ ... .._.....:..............................:...............................:...............................:. ...... ..............................: 2. - SEE TYPICAL SECTION SHEETS 19 23 FOR ROADWAY MATERIALS, CROSS HIGH 'POINT ELEV = 28:66 "" " "' "HIGH POINT ELEV 29:17 - ...:................................... ... SECTION CONFIGURATIONS A ND. REFERENCE POINTS FOR MEDIAN PROFILE 60..... :HIGH. POINT STA.. -, 37 +80.89 „ . ...... HIGH. POINT STA.,.,.39 +69,44._........ ..............................................................................................:........................ - N. - o..... s... AND GUTTER PROFILE. .... ......... P.M. STA .= ..37 +75..... ..... . ...... ... ........ .. ,T PA STA ._. 39 +69..44 ..... ......... .... ......... .... ......... ......... ..... ............... ..;..,,..,..............., ..............................6 .. 3 SEE ALIGNMENT PLANS FOR CURB LAYOUT PVI ELEV = 28:77 ...... .. ......... �. _:..... ..... ....... ........ ..PVI ELEV = 29:24 ...... .... ..... .. ..... �,. . �..... ....3RD' PLACE .. 0.0 ................_.... ..N _._.. _ 50 VC . ...... ..... ............._... c,. N................. ...+ • CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS WI 4 WITH .N.. ................ ......... _......... ............................ ......... 40 .......... :.......................... + :CO M. . � ............ ..........................(n... N ..... .... .�. U... ,. �.. ..... .. .... ....... ....... ....... ....... ......... - - ;........ .........................:..... U ......... .... UTILITIES TO BE REMOVED OR ABANDONED UNTIL NEW SYSTEM IS U ...................... �... ....... ....... C) o ............... .... ..... ............................... ......... ....... ... . m. . ............... ...................:........... co N .. .. .... ........ EXISTNG.GROUND m INSTALLED AND OPERATIONAL. . w d0 N N .... �. w .......................... ........ ° �..� ..................... �. �v.. .. ..... At. CENTERLINE ...................'.... AT.CEN.TERLINE. .... . ..................................... + 00 00 . °. 04 �° 3RD PLACE 40 - aa........ w "� � ............................:. 4 ............... .. a+ "'.�....."'. } (J ..........<> ti ... ....... ..................... ........ .... ................ ... ....... 40 f%1 U, . N w . .. .. : .. ....... ...... ..... ...... (n. v c5 ?. .... ..... <. m j .....V? . v: n END WESTAEDIAN w l _ 0.500% AST M BEGIN E MEDIAN w a .... ... ... m ... �. w U w ..� a < PROFILE AT STA: 40 +70.45 . .. .. f PROFILE AT STA 41 +80:24 .. ... WEST GUTTER PROFILE 20 +. WEST MEDIAN PRORLE ...... .......... . ............. ............... .. ... �L2. . 2 ... END EAST.MEDIAN PROFILE. AT. STA 38+67.91,— - "? a ............... ..............................: `� - - - - - - - MATCH ;R17 ... ............................... ........ INTERSECTION CURVE 0A7A: - - - - - ...... :.MATCH R18 . INTERSECTION .CURVE. ¢„ +a ........6. I EAST MEDIAN . PROFILE _. WEST MEDIAN. PROFILE a .. AT STA: 40 +83.74, SEE ALIGNMENT PLANS AT. STA.41 ±95,82, .SEE. ALIGNMENT .PLA.NS ........ 500 %... . :0.000% - ..... N �> J ..... ...... ...... �.w ...... ..... ...........0 .... . :.............................a < ....... T _0:5 ............................. :.............................................................:...............................:..............................:.......................... 0:500 %......... ..................:....... ........... ........ ........... ........................ 0.750%. .... _ ................. .... ?.......................... T .:.... - ..... 0.750 %....: ............................... .. .............................. ..... :............................... :............. .... .............: 3RD 3RD, PL..........R18.........29,1.6 : 00 0� . N o 29.16 .............................................. .. WEST GUTTER PROFILE MATCH R15 INTERSECTION - ........... I °o _.28,71,,,,,,,,_._R17.....,,,,. ,PL,....... - - - 20.....:. m•• o°i..�° Nom....... _ 39 CURVE DATA AT STA 40 +57 42 ....... .. .............. .. ....................... . ................7.............. N N.. w...+ .... SEE ALIGNMENT PLANS J J + 20 N W , N.... MATCH R16 INTERSE 0 CURVE DATA..... . - w ... ............ ... .... ................. AT STA 41 +62:10, EE ALIGNMENT PLANS �.._. �. J.. ..HIGH POINT ELEV = 29.35 ...... ......... ..... ......................... . .. ... ... w.... .... ...... .......... CL .....HIGH POINT STA 37 +98.02 .... ............................... ........ ........ .......... ..... .................... ...... <..... ....... .............. .......PVI S7A ° 37+ 93. 8. 5 ................................................:..............................................................:...............................:...............................: ............................... PVI' ELEV = 29.42 . ...... .........: 501.VC ......... ........ ...... ....:. .. ..... :W, GUTTER 28.52 .... 2864,.. ...28.77 28,89... ..... ...... 29;14...........2.9. .17..........,29:08...........2 R15........ R1. 629.22.....,,,29.41; 0.......W. MEDIAN. 29.26 ...............29,39 .. 29.51........... .....29,02.,,,.,,... 29.64..... 29.76........... .9.03..........29;22. ....... ,.. 29 89....... 30.01 30.02.... 30.03.......... 30 04....................- ................ ..MD_PL - .......... ,,,3RD,PL,,.._..... - - 0 38 39 ........ 40 ......... 41 42 WEST GUTTER LINE & MEDIAN PROFILE 80 .......................................................................... _.._. ...._......_ .... .... ................ .... ....._ .........................._............................................... ..:................ .. ......... 14 ............................... . ................................................................................................................................................................................................................................................................................. ....................... ....... ............ ............................................................................................... 62 ......................... .................... .............................. ..............................; ............. ...................... ....... a .............................. ALIGNMENT PROFILE ............... ............................. ............................... ...:............... ...... ._........ ........ ......................: .......... .:. ................. ........... :.............................. ............................. ..: .: 80 ..... 122 ... ............... .......... _._ ..... .... ...._...:......._._....._....._ :,.. .:.............................. HIGH _ ................... .............. _ POINT ELEV _ '28.55 JOINT UTILITY TRENCH PLAN . ....... . ...... ....... .......................................... .............................................................:.............................................................. ...... ....__.........._. :.............................. .:............................... _.......... HIGH POINT ELEV .'= "28.83......... _..... _........ _ ................................................ ............................... :............................................................... ........................ .............................. : ILLUMINATION PLANS 60 ........................................ ...................HIGH,.POINT. 289 LANDSCAPE PLAN 301 STA...... 38 �77: 90.................................................:...... ............................... ............................... ............:.............HIGH, ...................:........... POINT. STA.. =..40 41, 15............................................................ REVISION DESCRIPTION BY ............................... .. DATE PVI .STA. x.38 +77.9Q ..........PVI .STA.. 40 +36.15 ....... ......... ..................... ....................... ............. PVI ELEV = 28:62. _ : PVI ELEV 28.90 ....................... ................. .............:...........50..VG ............. ...:................................... ... ............................... .......................... N. o..... s... rn .... ......... .. ... ............ ...... ...... .: .- ... ........ .. ,T .�.. .... .... ..... +.. �. �,. . �..... ....3RD' PLACE 40 0.0 ................_.... ..N _ �. ...... ..... ............._... c,. N................. ...+ .N.. ................ ......... _......... ............................ 40 + :CO M. . � ............ ..........................(n... N ..... .... .�. U... ,. �.. ... ... ...... .... ......... '. V. ............ ..... ........... .. ........... ..... .... ....... ;........ .........................:..... U ......... .... � .... N U ...................... �... .............................. .... ......................... ... ............................... ... .......... F. w ..... ..... . m. . m ...... w. .... ........ EXISTING GROUND ... m w . w �. w .......................... ........ ..................... At. CENTERLINE ...................'.... ..................... ... ..................................... ............. ............. - � ............................:. 4 ................0,610% .....:. ........................................................... ............... ....... ........ ....._......... ............................... ...._. .... '�.�. ..................... ............................ 0.500 %... 0:500% .... 07 50% _ 0.500% AST M BEGIN E MEDIAN .... ... ... o o ... EAST GUTTER PROFILE " "' " "' ' .... "' ...... f PROFILE AT STA 41 +80:24 .. ... 0• IR 20 +. :N • .......... ........ ...... .......... . ............. ............... .. ... �L2. . 2 ... END EAST.MEDIAN PROFILE. AT. STA 38+67.91,— - "? a ............... ..............................: `� - - - - - - - MATCH ;R17 ... ............................... ........ INTERSECTION CURVE 0A7A: - - - - - ...... :.MATCH R18 . INTERSECTION .CURVE. DATA....... +a ........6. EAST MEDIAN . PROFILE _. WEST MEDIAN. PROFILE a .. AT STA: 40 +83.74, SEE ALIGNMENT PLANS AT. STA.41 ±95,82, .SEE. ALIGNMENT .PLA.NS . ..... N �> J ..... �.w ......:............................... :.............................a < ....... _ ........... ............................... E. GUTTER.. .28,35,,..._.._.28;48,..... :.............................................................:...............................:..............................:.......................... ......................... 28.55,,,,,,,,. .28:50....,.,,,.28,38...,,,,,__ ..................:....... ....................... 28:26,,,,,,,..,28.4.5..,,,,,,,. 2863.......... ........................................ 28. 79.......... 28; 82,__...... ................... ............................... .. .............................. ..... :............................... :............. .... .............: 3RD 3RD, PL..........R18.........29,1.6 : 0 ........E. MED14N. 29.16 .............................................. 29 24 - ....................7.......... - - ........... ........................ _.28,71,,,,,,,,_._R17.....,,,,. ,PL,....... - - - 38 39 40 .............. .. ....................... . ................7.............. .............. 42 EAST GUTTER & MEDIAN PROFILE HORIZONTAL SCALE IN FEET T- 3430100 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 14 EXISTING CONDITIONS 62 SITE PREPARATION & TESC PLAN 76 ALIGNMENT PLAN 88 ALIGNMENT PROFILE - DRAINAGE PLANS 111 DRAINAGE PROFILE 122 WATER PLAN 139 WATER PROFILE 153 JOINT UTILITY TRENCH PLAN 171 JOINT UTILITY TRENCH PROFILES 187 PROPERTY RESTORA11ON PLANS 202 CHANNELIZATION & SIGNING PLAN 224 ILLUMINATION PLANS 235 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 a z mya m ti 11-I4-11 '�CSw4�GwAcOg9c' N — o '? 20320 y� A� � ;�' SURVEYED: KPG DRAWNBY: JLF DESIGN BY: JLF CHECK BY: NJD PROJ MGR: JF FILE: 0655DPRF01.dwg Kp1 753%AvenueN 2502 Jefferson Avenue BID SeaPoe,WA98109 Tamma,WA98402 DOCUMENTS (��� (2531627 -0720 i3 ''� CITY OF RENTON Public Works Department APPRO ED FOR CONSTRUCTION BY: DATE: l /�lz RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PROFILE STA 38 +00 TO STA 42 +00 DRAWINGNO. 100 PROJECT NO. TED403430 FEDAIDNO. - CM0167(048) DATE: NOV 204 SHEET NO. 100 OF 304 6.& 1 o w N 2 NUMBER REVISION DESCRIPTION BY APP. DATE a z mya m ti O ° 0 o� 6.& 1 o w N 2