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HomeMy WebLinkAboutT-3430950 3 0 it a 0 0 U 3 0 i z c� N i a .o 0 z 0 z w i V w C> O Of 80 ........................................................................... _. ....... ......... 9 ............................... ..................................................................................................................................................................................................................................................................................................................................... ...:.................. 71 ALIGNMENT PLAN _......................:. ................ ............................80. 1111..: 106 DRAINAGE PROFILE .. ........... LOW POINT. ELEV = .24... ........... ........... ......... ....... ......... ..... ..... ..... .. ... .... ..... 1 1 1 1 .. .... ......._ ......... .. .. HARDIE WAY SW 197 CHANNELIZATION & SIGNING PLAN 219 ILLUMINATION PLANS . ..... .. 284 LANDSCAPE PLAN ..... ... .... ..... , ...... ................. ...................... 1 1 . 1 1 ' .. .. .... ....... . NUMBER ...1111 ....... PVP STA = 15 +77.70 ...1111 DATE ................. .. .... .. .... ... ... ................ . 60 .............. PVI ELEV = 24.61 .................................... ............................... .111..1..... ....... ... 60 ---.175' VC ..........:...................... ............................... ..... 1111.. 1. SEE ALIGNMENT PLAN SHEETS 81 -91 FOR ROADWAY AND OFFSITE ..HIGH EV _ ELEV .................................................:.............................................................:.................... .... .. o ..... ... .. .. .... ..... ............................... 1111.. ?... - HIGH POINT STA 19 +41 99 . . SURFACING, MEDIAN LOCATIONS, CURVE DA AND RADIUS INFORMATION. .................. LOW POINT ELEV - 24:53 �..... LOW POINT ELEV. = 25.32 PVI STA - 19 +41.99 .... ... ............................:.. LOW. P.OINT..STA.._. T6 +55.26.:...... �. .CN .................. ............................... .............................. ......... .. .. ... . P.VI..ELEV. - 24.79.......................... ........ LOW :POINT. STA. = 16 +23.80.. PVI STA = 16 +26.69 . -. LL . ... 1111. ................................................. ........ ............................... . 50,. VC . 2. SEE TYPICAL SECTION SHEETS 19 -23 FOR ROADWAY MATERIALS, CROSS 7777 � �' . .... ........ ............ ..... P:VI STA =16 +14:84 I - - - 200'. VC... "' .... LOW POINT ELEV = 24.02 SECTION AND REFERENCE POINTS FOR MEDIAN PROFILE 60. PVI ELEV 25:27 ........ .. ...... 40 ... .. ........................... .. ....... ............................... ............................................. °o 1111 .. ............. c~n, LOW POINT STA =- 19' +60.08 .. 40 AND GUTTER PROFILE. 1111. 1111 .. ........ ' ............ � .................... ....... .. ......... 1111. 75'. VC ............. ............................... ... 1111..: � . ...................° + IN HIGH .POINT ELEV 25.70.. ............................... 1111. .. .. ... .. ...+ . ...... ...... N�..... .,�... ............................... ' 1111 1111.. - PVI STA � 19 .............................. +50 ... 1111... ..sg. . 3 SEE ALIGNMENT PLANS FOR CURB LAYOUT °^ N .. OO. N. ........ ....... ......... ............. N ........... .. 1111 HIGH. POINT STA = 17. +24.02.: ...... _ ....... ........1:111... _ .............. ... ^... �, .... . EAST. GUTTER PROFILE ... w PVI ELEV - .23,84.... . . �. >. .. > .. m w 1111 > ............................ ...... ............. PVI STA = 17 +24.02 m ... W .. . J 1111 w .. ... .......... .. . .......... ...... ..�.. . w ....... .... ... .........' 1111.. .. 75: 'VC ... 1111. 4. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS WITH 1111 .. U 1111 ... > 1111 . .. .. � Q ... 4. ... .. PVI ELEV = ..... MATCH R6 INTERSECTION CURVE DATA 1111.. 1111 ... .. w 1177 - D:294% ... ..0.610% ... ABANDONED UNTIL NEW SYSTEM IS . _ ................ ........ . AT STA 17 +50:80; SEE. ALIGNMENT PLANS . .............................. 1 11:1. ............................... INSTALLED AND OPERATIONAL ............... .............. M .... I �. N.M ......... 40' VC ... 20 ... ............:...............................:................................ _ ... ............................... ............................. 1;...........11...............1 ............ .............. ............................ O 20 ..........:...................................................................................................:.................................................:............................... ............ .. h. +. ..................:............ 1111.. .. 1111. ........ 1111 +.L6 ... 1111. 1111 1111... .. .. 1111.. ... .. ... ... ° ° ... .. .... 1111..° ° .. ... ... N 12 1111. 1111° O 1111 ... N... ' ^D..., w .... N N �. .� .................. �. ... ..............................+ ......... .... L .N I� �.. �' n 1111 M........ } m .... N .... ... O ..... .....u7 .... M3 ................. .... qp + N 40 ....:..................... .. J :. N > .. .........:................... ........................!. ..................... L,.L ...........° w.. ...............................:.............. .. 1111 ............. ............................... 11:11 ..� + ............... + . ao u7 ............... �.. ..U... w ....................... + .. p> u; .......... ....... -.- m _ . ._ _ >> �.w . ^ N ........ 1111 2161...........2.3.71......... 23:83.. .. 23.96..........24 :08, WEST GUTTER PROFILE > .. 2,4.63......24.70 > m .......... _ .. N. �. .23,55. ........ 89.........24.96. .. . ,,....25.03.......... 25.11.............25;18 .. _ .. ..............25:25............ _24,21..........24.;33........ 25 32 ............................................... m. ,24.46, .........24:58.......... 25.53 25:59 .........................19.... 1 1 1 1 ... 25.64 25:70 I m... 0 Uw .. 1111 ..... ... .w. 1111 1111. 17 18 J N ...... m ....................2.0........ .N ........... w. MATCH R5 INTERSECTION CURVE DATA v >m ........ „,, v .U' > .... 1111.. 1111..... ... w .. ........ a W... 1111 .. ............. W AT STA 1$1W 41 SEE ALIGNMENT ........ ............... PLANS ..... >. m m .w 1111.. ....... 1111 a 1111 6 1111... ........... ... ... Q .. . ... ..... - 0:500% _ 0.500% .. .. .. .............. ... ... .. ..... 1111 0.020% .. .. ... - 0.100% .. ... 0.240 %... w-0.810 ... _. ...... _1111. . - - - 1177..- .0.500% -.- ...: -... .- .0.500 %.. .... ... _1.302 % ..... .. ......:....... 1111. EXISTING GROUND AT CENTERLINE ............. .....................° ............................... 1111... _......... ........... ...... _. _ _... 1111. .......... . I WEST MEDIAN PROFILE WEST GUTTER PROFILE WEST'. MEDIAN 'PROFILE 1111.. .^ N .... ' .. .... ..... ........ .....WEST:GUTTER PROFILE. ........ .... ......... ..... .. ... >wJ .. WEST MEDIAN PROFILE :............................:.............................. :............................ _ w ................................................................ ...... W, GUTTER_ ....R5 ............................... ............. ............ RS WAY.... 111 :1. .... ........................... HARDIE HARDIE WAY HARDIE WAY........ ....................... R6............. :.. Rb........... .................................. 25.71_ .......................... :59, :............. 25,46.......... 2.5.:14........... . .................:............. 24.81...... ....... 24.18.......... 24:03, 24.05....... 24.2,1, 0.. W. MEDIAN..... 25.53.... . .....HARDIE. .. 2537............25 32........25 .WA.Y ... ... 38..._._......25 51, 1111. . ...25.63....,......25.70....... .25:62 25,50 ..........25 .. .............. 25:37............ 25.38.. .............25.38..,.......... , 25.38 ....2.4:49 , 1 1 1 1 , , , , , , , , , 1 1 1 1 . 25.33..... 25:31 25.37 25.43 16 17 18 19 ..1 ..............1......11. .................... 20 WEST GUTTER & MEDIAN PROFILE Bo............................................................................................................................................................................................................................................................................................................................................................................................................................................... _. ....... ......... 9 .................:................. .............:........................... ...:.................. 71 ALIGNMENT PLAN _......................:. ................ ............................80. 1111..: 106 DRAINAGE PROFILE .. ........... LOW POINT. ELEV = .24... ..... . ..... .... 134 ....... ......... ..... ..... ..... .. ... .... ..... 1 1 1 1 111 ...............1 .......... ........ ....................... ... .... ..... .... ......._ ......... .. ......... .................. .... .... .. ..... . _ ...1.....111...: ..............................: 197 CHANNELIZATION & SIGNING PLAN 219 ILLUMINATION PLANS LOW POINT. STA _. 16 +3.4.25 IRRIGATION PLAN 284 LANDSCAPE PLAN ..... ... .... ..... , ...... ................. ...................... 1 1 . 1 1 ' .. .. .... ....... . NUMBER REVISION DESCRIPTION PVP STA = 15 +77.70 ...1111 DATE ................. .. .... .. .... ... ... .... . 60 .............. PVI ELEV = 24.61 .................................... ............................... ..... ..... ... 60 ---.175' VC ..........:...................... ............................... ..HIGH EV _ ELEV .... .. o ..... ... .. .. .... ..... ?... - HIGH POINT STA 19 +41 99 . . .................. LOW POINT ELEV - 24:53 �..... PVI STA - 19 +41.99 .... ... ............................:.. LOW. P.OINT..STA.._. T6 +55.26.:...... �. .CN .................. ............................... .............................. ... . P.VI..ELEV. - 24.79.......................... ... PVI STA = 16 +26.69 . -. LL . ... 1111. ................................................. ........ ............................... . 50,. VC . PVI ELEV ...23.21... 7777 � �' . .... ........ ............ ..... ......... ...... ..... ......... 200'. VC... w ... ... 40 .:............................. ............................... .1111 ...... _ ° °o 1111 .. ............. c~n, S^o, o 40 1111. 1111 .. ........ ' ............ � .................... ....... .. ......... 1111. .1111. .. 11..1..1 1111. .. �..... ............................... ... 1111..: � . ...................° + IN � ........... LO, 'q ............................... 1111. .. .. ... .. ...+ . .N... ..... .� .. N�..... .,�... ' 1111 1111.. ............. .......... 1111.. 1111 .. r- 1111.. 1111 EAST MEDIAN PROFILE °^ N .. OO. N. w.. ......... W. ... N f ... ..... 1111. . ' . EXISTING GROUND.. 1111 1111. ... ^... �, .... . EAST. GUTTER PROFILE ... w ... �. w.. �. >. .. > .. m w 1111 > ............................ AT CENTERLINE.. ............. ..... ........ ............. w. ... .. ....1111.. . �..Q .. ...... m ... W .. . J 1111 w .. ... .......... .. . .......... ...... ..�.. . w ....... ... _n w . . ..... ... 1111. 1111 .. U 1111 ... > 1111 . .. .. � Q ... 4. ... .. ' .. ... 1111.. 1111 ... .. w 1177 - D:294% ... ..0.610% ... 0.220% ............. . _ ................ ........ 1 11:1. ............................... ............... .............. 1111... - :5000 "'0 ......... 20 ... ............:...............................:................................ ............................... ............................. 1;...........11...............1 ............ .............. ............................ ........... 20 ..........:...................................................................................................:.................................................:............................... ..................:............ .......... ............................... ............................................................................................ ............................... m 1111.......................... ............... .. .... ... .... ................................ .............................:. ... ..... ..... .... ' ................................................................................. ..............................+ .N .........: ............... .... ..... : ...... :.............................................................. ....... .....1111 ....... ..... ..... :. .. ........................ :..................................... ..... ..... :. a .. J .................. ....... ............................... :.................... ..........:.............................................................. ............................. :............................... :. 1111 ............. ............ ... 1111 a............. .. .............................:. E. GUTTER... 23.76 ........23;64... _ .. _ 23,57..........2.3.:54, ................ 2161...........2.3.71......... 23:83.. .. 23.96..........24 :08, 2.4..70 24:72.......... 2,4.63......24.70 0.. E. MEDIAN._... 24.98 ............... 24 87....... 1 24 82............ 24 83...........24 1 1 1 .23,55. ........ 89.........24.96. .. . ,,....25.03.......... 25.11.............25;18 .. _ .. ..............25:25............ _24,21..........24.;33........ 25 32 ............................................... 25.48 ,24.46, .........24:58.......... 25.53 25:59 .........................19.... 1 1 1 1 ... 25.64 25:70 25.75 25.83: 0 16 17 18 ...................................................... ....................2.0........ EAST GUTTER & MEDIAN PROFILE 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET T- 343095 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 9 EXISTING CONDITIONS 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN 83 ALIGNMENT PROFILE - DRAINAGE PLANS 106 DRAINAGE PROFILE 115,116 WATER PLAN 134 WATER PROFILE 148 JOINT UTILITY TRENCH PLAN 166 JOINT UTILITY TRENCH PROFILES 182 PROPERTY RESTORATION PLANS 197 CHANNELIZATION & SIGNING PLAN 219 ILLUMINATION PLANS 230 IRRIGATION PLAN 284 LANDSCAPE PLAN 296 a z �ya O c ' 4�6 > o a o w N y 11-14-11 oSwQHGwn0OBq S oN' '9 20320 y� .n rsrs tips' �ONaL E ' SURVEYED: KPG DRAWN BY: JLF DESIGN BY: JLF CHECK BY: NJD PROJ MGR: JF FILE: 0655DPRF01.dwg Kp� 7539th AvenueN 2502 Jefferson Avenue BID SeatOe,WA98109 Tamina,WA98402 DOCUMENTS (2061260.1640 (2531621 -0120 wwwkpgoum �7 i 77�����7T T�T 6� �!- CITY �F i�l:1V 1�1V Public Works Department APP D FOR CONSTRUCTION � BY: y DATE: / Z RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PROFILE STA 15 +50 TO STA 20 +00 DRAWING NO. 95 PROJECTNO. TED403430 FEDAIDNO. - GM0167(048) DATE: NOV 2071 SHEET NO. 95 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a z �ya O c ' 4�6 > o a o w N y