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HomeMy WebLinkAboutTRO4103430.280 N N 0 J J Q 0 Ln Ln Q0 0 U) X / 01 IW. BEGIN WALL BEARING = S 01' 18' 12" E WALL STA 0+00.00 = PCC RADIUS = 63.50 RAINIER AVE S STA 12+02.70, 61.00' LT PC RADIUS = 960.04' WALL STA 1+06.32 = WALL STA 0+53.78 = RAINIER AVE S STA 13+05.68, 61.00 LT — — RAINIER AVE S 'STA 12+56.47, 61.00' LT CONSTRUCT REINFORCED CONCRETE RETAINING WALL TYPE 1 PER _ WSDOT STD PLAN D-10.10-01 WALL 1 WALL ALIGNMENT AT BACK OF WALK O 0 0 SEE DETAIL, THIS SHEET RAINIER AVE S 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 1 _ FURNISH AND INSTALL END WALL — _ PEDESTRIAN HANDRAIL WALL STA 1+74.45 = -_ON WALL, SEE DETAIL, D WALL RAINIER AVE S STA 13+68.64, 48.20' LT � TABLE, PLAN - WALL 1 SCALE: 1" = 10' WALL ALIGNMENT = - TOP BACK OF SIDEWALK = 0 5 10 20 30 TOP BACK OF WALL SIDEWALK SCALE IN FEET 40 ........... ............ ...... . ........ ..................................... 40 ............. :.. :................ BEGIN WALL TOP OF WALL PROFILE .:. ...............:...............................•..... ... ............... -.... ... . WALL STA 0+00.00 :..............................:.............................. ..... MATCH -BACK - OF. -WALK. -PER ...................................................................................................... 29.64 ............... ................ ................. ....... .......... END WALL............ ......EL. .................. ....... TYPICAL SECTIONS AND :..... ................ :......... TOP OF WALL PROFILE . ..... . .............:. ,.... STA 1+74 45 EL 28 97 :... ALIGNMENT PROFILE- SHEET 94 ..... :....... EXISTING GROUND ALONG :.... MATCH BACK OF :WALK PER....... ................. .......•... . FROM STA 0+00:00 TO STA 1+06.32... ............ :. LAYOUT POINTS, SHEET 196...... :............... MAXIMUM GRAVEL 30 ....WALL .ALIGNMENT ........ ............. STA I+06 32 -TO :STA 1+74 45 .. ............. ....... A 30 B ACKFILL FOR .............................................................................. ................... .................................................. :.................................. ................................................................. :................................................. ............................................................................................WALLS LIMITS. . . . . . . . . . . . . . .PROVIDE . . . . .a ..............a.................a. .. . . . . ... . . .a ..'a SHORING ................. °.,. °.....,,....a. a: ........: ..... .. . ......... : ° ........ .. ..... ........... . . . . . . . . . . ...a° ........ 4 ............................... AS NECESSARY TO a ......... ....... ............ a. . . .. ............. ° ° :....a . �.. ........a ...... a.v a .... a....... a....... PROTECT EXISTING :. ..............a...... ......Q.'................. ..... .. .... .°. da ............... 18„ TO.UTILITIES ............................... ........Q..... . .. . .... .a,...... ......... . ......... Q.:aa ..... . ........,...................4................... .... d a a .................. .....a.....:..... . ..........: I REMAINa ad ... . . . . .a : . ..... . . . . . . ... . . . . . . . . ....... .... a °: .6 ... .......... .aa. . ........ ........ . . a ..:. . ............. WALL ALIGNMENT DETAIL ° a a 20 ° ° ° a N TS Q z ...... .... . ............. ......................... ............................. .... ........................... ................................................... .. ...... ..... .. STA 0+00.00, EL 22.98 w — Qz .................:...................... c�z Qz : ........................ ....... ...0 �....... .... :................. STA 0+08..00, EL .19,98.... Lit .—. ................................................... i. ... ,�LLt `1' — PC, STA .0+53.78 . ..... ... i. BOTTOM OF FOOTING (TYP) w — .................... ...... OTTOM OF WALL(TYP) .............................. :........................ . CONSTRUCT 'REINFORCED • CONCRETE- ..... ........... ....... PCC; -STA •1�+06.32 ................ .. .. + .98' .. .. ,............. 4.45,.EL. 19,98....:. RETAINING WALL TYPE 1 PER ....STA.1+26.451 .EL ...... .................. .... I I ...... WSDOT STD PLAN D-10.10._01. :. ..... ................ ... .... ............... ..... PT, STA 1+22.49 ........... .................... ................... ....... ....... SEE: WALL * TABLE, SHEET33 ....................................................................................................................................................................... COORDINATE WITH PSE ..... .0 ..............................................................:................................................................ T0. RELOC*ATE' GAS -SERVICE....... . ..............................:...................................................................... :..............................:...... :.......... ......................... :..............................:........... :................................... ................................ ...............:..... ................................:........................ .... ...... BELOW WALL FO0TI9--G ' (TYP).. ........................................ .......... ..... .... ...................................................... .................................•.... ............................. .. ..... .... .. ...................... ............. ....... �........ .... ................ :..............................:.................... :......................... ..... :..... .............................. ..... ...108" SEWER ...............................................................:............................................................................................................................: _..PRESERVE AND PROTECT 108" DIAMETER . ........ ...I.......... ............................. .. ... .............................. ............... ....................... ...... ..... .. ............. ....... KINC COUNTY SANITARY .SEWER; 0 .. ... ........ ;SEE SPECIFICATIONS .... .. ...... ..................... .............. ................................................................................................................................................................:.......................................................................................................................................................................................................................................................................................................... 0+00 0+50 1 +00 1 +50 2+00 1 ADDENDUM NO 2: DETAIL REVISION NUMBER REVISION DESCRIPTION JLF 1 112/15 z NGIACO& "OS As i 20320 O� �FGIsT f, �oNA L �1yG 11-14-11 SURVEYED: KPG DRAWN BY: JLF DESIGN BY: JLF CHECK BY: NM PROJ MGR: JF FILE: 0655DWALL01.dwg PROFILE- WALL 1 HOR: 1 "=10' VER: 1 "=5' 11 ;Ii�ejl 753 9th Avenue N 2502 Jefferson Avenue Seattle, WA 98109 Tacoma, WA 98402 (206) 286-1640 (253) 627-0720 www.kpg.com BID DOCUMENTS 'R CITY OF RENTON t Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST WALL 1 T=343028 28 DRAWING NO. PROJECT NO. TED403430 FED AID NO. -CM0167(048) DATE: NOV 2011 SHEET NO. 28 OF 304