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HomeMy WebLinkAboutT-3430280 N M 3 a 0 J 3 0 u7 i w X / 3 0 O Z C7 N D / 0 d :o i Z 0 Z w U w O i BEGIN WALL BEARING = S 01' 18' 12" E WALL STA 0 +00.00 = _RAINIER AVE S STA 12+02.70, 61.00' LT_� .. lii 0 JT 1 PC RADIUS = 960.04' WALL STA 0 +53.78 = �. RAINIER AVE S STA 12 +56.47, X61.00' LT lit \\ I JT PCC RADIUS = 63.50 WALL STA 1 +06.32 = RAINIER AVE S STA 13 +05.68, 61.00' LT CONSTRUCT REINFORCED CONCRETE RETAINING WALL TYPE 1 PER WSDOT STD PLAN D- 10.10 -01 ,;�� �y�,WALL, 4�GNMENTPT; BFIGKOF WAi4 e 1 USA MINI MART PRESERVE AND PROTECT PT BEARING N 18' 51' 32" E EXISTING STRUCTURE , WALL STA 1 +22.49 = RAINIER AVE S STA 13 +20.68, CONSTRUCTION LIMITS 59.09' LT — — _ FURNISH AND INSTALL END WALL \ — _ PEDESTRIAN HANDRAIL WALL STA 1 +74.45 = - \ -DN WALL, SEE DETAIL, RAINIER AVE S STA 13 +68.64, 48.20' LT _ h i y f ........... ......... ..... " . d a .. a � d A a ° ° _ ° °. . .. ....... . ........ 4 ..... 1$" ............................ .... 4 . .... d 4. d .. a . .. ... .... .... . ° d° .. ° ° d d WALL 1 ALIGNMENT DE TAIL 4: ........... .. ....... I ......... . T FED AID NO.- CM8 ) ° NOV 2011 SHEET NO. ° AA k ! RAINIER AVE S °. a as . ............................... NTS 20 r ....................... ............................... ....:........... ... .......................... ...... ........................... ....... ...._ . ............................... STA '0 +00.00, fL'22:9$' .. w.w ... ...... ...�.Y ....... Q Z ... ........�. Y................ ............................ D Z _ i i... PLAN -WALL 1 Lv w... ... .. . _ .w w ...... .....i .. PC,.$TA..0 ±53.78 BOTTOM OF F06T1NG (TYP) w .w .... .... .... .. ....... .... BOTTOM OF WALL(TYP) SCALE: 1" = 10' .... ........... PCC; ' STA"1' +06.32.. ......... ....... . . .... .. ........ .. STA. STA :..................... _ ...... .. RETAINING WALL TYPE'1'PER ... ' .... .5,.E......... .. ... ... .........:..................... ... WALL ALIGNMENT = STA "1+22:49.... ......... ............................ ............................ SEE WALL TABLE, SHED T;33 ..... TOP BACK OF SIDEWALK = 0 5 10 20 30 COORDINATE WITH PSE ..... ....... .... .... .... .... 10 .................................... TOP BACK OF WALL ..................................:............... ................:...........TO' RELOCATE - GAS' SERVICE ... ... .................. SCALE IN FEET :....... :....... .............. .......................:....... .. .. ................. ................ .......:....... .......... ............ ........ .. .............................:. ..............................: ............................ . ....... .. .......... .................. ...:............................ ....:............................... BELOW'WALL'F ..... ..... ............................... ........................ .......:........................................................ :....................... .......:............................... 40 ................................................................................................................................................................................................................................................................................................................................................................................................................................................. :..............................:..............................:...............................:...............................:..............................:..............................;.............................................................. .... ...... ... ... .. .. .. .. .. 108" SEWER .. " PRESERVE AND PROTECT 10$ DIAMETER ... .... ............................... ............................... ; ....................... ....... 40 . : :............................ :...............................:...............................:...............................:.............................. BEGIN WALL, ............................. . ....... :. ..............................: TOP' OF 'WALL' PROFILE ................................... t..............................:...............................:...............................: .............................. t................................ : .............................. :..............................:........................... ............................... ....:. 0 ........ . .............................................................................................................................................................................................................................................................:.................. ..............................: WALL STA. 0 ±00.00 . ............................... '.....MATCH 'BACK ' OF WALK PER .............................. ; ....................................................... .............................. ...... ............................... ; . . ENb WALL................... 1 +00 , EL.29.64'. ... . _ . .. ..... ................:..... TYPICAL' SECTIONS' AND...?...............................:. .............................:. ... TOP .OF.. WALL' PROFILE ......................... :. ALIGNMENT PROFILE, SHEET 94 MATCH BACK OF :WALK PER STA 1 +74.45 Il 28.97' .............. FROM STA 0 +00.00 TO STA 1 +06.32 EXISTING GROUND ALONG LAYOUT' POINTS, SHEET '1'96 30 ...... ......... .... ................................................. ........ .......... ...... .. I ......... I ....... ........... ..... ... . WALL.ALIGNMENT. .. .... .................................. ............................... STA TO:STA'1 ..... +'7445 ........................................................................ ............................... / 30 L .... ........................ ° .........:. .... ....:. ........ .... . ........... . ° ....... a ... .......... ......... .... ........... ......... ..... " . d a .. a � d A a ° ° _ ° °. . .. ....... . ........ 4 ..... 1$" ............................ .... 4 . .... d 4. d .. a . .. ... .... .... . ° d° .. ° ° d d WALL 1 ALIGNMENT DE TAIL 4: ........... .. ....... I ......... PROFILE- WALL 1 HOR: 1"=10' VER: 1 =5 / \ AUULNUUM NU L: ULIAIL Kr M4VN JLr JIL1101111 GIq 11 -14 -11 SURVEYED: KPG Ol; a CO�y DRAWN BY: JLF Kp� Al ''r CITY OF RENTON 110 0 DESIGN BY: JLF BID Public Works Department 153981 Arenas N 2502 Jefferson Avenue y 20320 CHECK BY: NM SeaMe,WA98109 Tawala,WA98402 DOCUMENTS '9 w4a (206) 286 -1640 (253)627 -0720 APPROVED FOR CONSTRUCTION ,n IM �a PROJ MGR: JF _ NUMBER REVISION DESCRIPTION BY APP. DATE Q�ONAL tip' FILE: 0655DWALL01.dwg wwwkpgcom B : DATE:/ RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST WALL 1 MAXIMUM GRAVEL BACKFILL FOR WALLS LIMITS. PROVIDE SHORING AS NECESSARY TO PROTECT EXISTING UTILITIES TO REMAIN T- 343028 '"I :.f PROJECT NO . T FED AID NO.- CM8 ) ° NOV 2011 SHEET NO. ° AA °. a as . ............................... NTS 20 ....................... ............................... ....:........... ... .......................... ...... ........................... ....... ...._ . ............................... STA '0 +00.00, fL'22:9$' .. w.w ... ...... ...�.Y ....... Q Z ... ........�. Y................ ............................ D Z •.......................... ... ..:.. .. �.y .... Q Z .... .. ... .... . .......... i... .............. .... .... ., ......STA.O ±OS "00,.EL. 1,9.98' Lv w... ... .. . _ .w w ...... .....i .. PC,.$TA..0 ±53.78 BOTTOM OF F06T1NG (TYP) w .w .... .... .... .. ....... .... BOTTOM OF WALL(TYP) CONSTRUCT 'REINFORCED' CONCRETE .......... ....... .... ........... PCC; ' STA"1' +06.32.. ......... ....... . . .... .. ........ .. STA. STA :..................... _ ...... .. RETAINING WALL TYPE'1'PER ... ' .... .5,.E......... .. ... ... .........:..................... ... .....:. WSDOT STD PLAN D- 10. 10�01 ............................ ............................... ... ............................PT, STA "1+22:49.... ......... ............................ ............................ SEE WALL TABLE, SHED T;33 ..... .... ..................................... ... .... .... 10 COORDINATE WITH PSE ..... ....... .... .... .... .... 10 .................................... ..:............................ ..................................:............... ................:...........TO' RELOCATE - GAS' SERVICE ... ... .................. :............................... :.............................. ............................ ..... :....... :....... .............. .......................:....... .. .. ................. ................ .......:....... .......... ............ ........ .. .............................:. ..............................: ............................ . ....... .. .......... .................. ...:............................ ....:............................... BELOW'WALL'F ..... ..... ............................... ........................ .......:........................................................ :....................... .......:............................... .. .;. ., ......................... ............................ ....... . ............................. . ..............................: :.................. .............:...............................: ..............................: .... ...... ... ... .. .. .. .. .. 108" SEWER .. " PRESERVE AND PROTECT 10$ DIAMETER ... .... ............................... ...................... ............................... ........................ KING COUNTY SANITARY SEWER, 0 ........ . .............................................................................................................................................................................................................................................................:.................. SEE SPECIFICATIONS .... ............................... 0 _ ....................................................................................................:........................... ............................... . 0 +00 0 +50 1 +00 1 +50 2 +00 PROFILE- WALL 1 HOR: 1"=10' VER: 1 =5 / \ AUULNUUM NU L: ULIAIL Kr M4VN JLr JIL1101111 GIq 11 -14 -11 SURVEYED: KPG Ol; a CO�y DRAWN BY: JLF Kp� Al ''r CITY OF RENTON 110 0 DESIGN BY: JLF BID Public Works Department 153981 Arenas N 2502 Jefferson Avenue y 20320 CHECK BY: NM SeaMe,WA98109 Tawala,WA98402 DOCUMENTS '9 w4a (206) 286 -1640 (253)627 -0720 APPROVED FOR CONSTRUCTION ,n IM �a PROJ MGR: JF _ NUMBER REVISION DESCRIPTION BY APP. DATE Q�ONAL tip' FILE: 0655DWALL01.dwg wwwkpgcom B : DATE:/ RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST WALL 1 MAXIMUM GRAVEL BACKFILL FOR WALLS LIMITS. PROVIDE SHORING AS NECESSARY TO PROTECT EXISTING UTILITIES TO REMAIN T- 343028 '"I :.f PROJECT NO . T FED AID NO.- CM8 ) DATE: NOV 2011 SHEET NO. 28 OF 3134 a z m `] m /V v, a n � a -C w O N O N