Loading...
HomeMy WebLinkAboutT-343030c 0 r7 3 U V i z 0 z w O O a= i M. I j CONSTRUCTION LIMITS BNSF ROW I I r------ - - -� -� r � X 190 v 1 ILL PRESERVE AND PROTECT UTILITY CABINET CONSTRUCT REINFORCED CONCRETE RETAINING WALL PER WSDOT STD PLAN D- 10.10 -01 AND PROVIDE TEMPORARY SHORING FOR WALL 3 BEARING STA ` 0' +05:64 E WIF CE GO MENT y -- ucI> -- u2 - - - -- WALT -STA 10 +8593 ABUT TO INTEGRAL CU,RQr`` J�P BEARING N 1Z' 36` 48 °Yb= WAi1 °SrA"ba64 AINIER AVE S STA 32 +40.54 BUT TO INTEGRAL CURB RAINIER AVE S PLAN- WALL 3 SCALE: 1" = 10' 0 5 10 20 30 SCALE IN FEET FURNISH AND INSTALL PEDESTRIAN HANDRAIL, SEE DETAIL, SHEET 25, AND WALL TABLE, SHEET 33 PRESERVE AND PROTECT EXISTING STRUCTURE F_ - - v - - - *� n UGP — 40 .............. _ .............. :.............. . ............... :............... _ .............. ..............................._..............................; JLF 1 ..............................i 40 w4,,kGIACO 11 -1417 SOS wn y2 y $ zWe q4a �= �rONAL .......................... .......... ...:..............................................................:..............................; STA 17.6 ... ......... ..... 4 ........ ........ ...... ...:....... ..............................; ......BEGIN' WALL ................... .. EL . 26.48.............................. ............................... _ .................. ... APPROXIMATE. ......................: TOP . BACK............... STA' 0 +05'.64 .................. ........:................. ..............:................ ...REINFORCED CONCRETE............ OF .SIDEWALK .PROFILE................ . EL 26.48 ...................... ......RETAINING .WALL. TYPE .1.... ..............' STA 0+ 25 :64 ...............:........... REVISION DESCRIPTION ..... ... PER. .WSDOT STD .......... ...... ..........:.................... DATE ............................... .......PLAN D -10 10- 01:.................. ..... 30 .:' ................. ...... . ....... ...... .............. TOP OF . .. WALL ........SEE WALL T�BLEr ..... ......... pp.... ... ... . :. .E..L . . ..:..9..9.'. ....'. ...... SHEET 33 .. ............................. STA ........ 2...3....9...30 9 8893 E ..... ._ .. ......... ..... ! ......... ........... EXISTING. GROUND ....:................. ............ ._................................ :.......................... .. .2..3 ...... ...... ...:... ......AT. BACK. .OF, WALL ... ... ............. ............ :.. .. . ..... ........ .... ........ ............................... ............... ............ : .............................. : 4a: ao d' ... 20 ........ ......................: c .. ..d...........:... .....,.. .....:. ,........a.. ..d a.. . 20 ...................................... ....... ............................... ........................:...... a...........'.......... °.... a .... d4............................... ..................::........... ...................... ....a. d.a...e.:..... a ....:......:.�. .... ....°.....,....................................................................... .......................;....... ................ ...... ........................:...... ........................ ............................. :..................... . .............................. .............................. ............. STA. ............................... 0+ 88 ;93,.EL.18.57 ................. . STA 0 +05.64, .EL .17.57' .. .. ..... AP, ..... 0 ±25.64....... , B OTTOM OF FOOTING ............................................................ .............................. 80TTOM.OF.. WALL ............... :.............................. ..................... STA. _ 049,64, EL. 17,57' 10........... ............................:.. . ..... ............................. .............................................................................. ............................... 10 0 +00 50 +00 ............................... 100 +00 PROFILE- WALL 3 HOR: 1"=10' VER: 1 =5' WALL L� nuiourn noenr 18" WALL 3 ALIGNMENT DETAIL NTS RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST WALL 3 JAXIMUM GRAVEL 3ACKFILL FOR NALLS LIMITS. 3ROVIDE SHORING NS NECESSARY TO ' RRTECT EXISTING UTILITIES AND STRUCTURES TO REMAIN T- 343030 AUULNUUM NU 2: ULIAIL RLVISION DRAWING NO. JLF 1 112/15/11 - CM0167(048) w4,,kGIACO 11 -1417 SOS wn y2 y $ zWe q4a �= �rONAL SURVEYED: KPG DRAWN BY: JLF DESIGN BY: JLF CHECKBY: NM PROJ MGR: JF FILE: O655DWALL01.dwg KP Q 753961A..0N 2502 Jefferson Avenue BID SE 0'. WA 98109 Tacoma, WA 98402 DOCUMENTS (206)286.1640 (253) 627 -0720 M kpJ COfn 'a CITY OF RENTON rLL Public Works Department APPROVED FOR CONSTRUCTION BY /� DATE: /'� /e NUMBER REVISION DESCRIPTION BY APP. DATE WALL L� nuiourn noenr 18" WALL 3 ALIGNMENT DETAIL NTS RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST WALL 3 JAXIMUM GRAVEL 3ACKFILL FOR NALLS LIMITS. 3ROVIDE SHORING NS NECESSARY TO ' RRTECT EXISTING UTILITIES AND STRUCTURES TO REMAIN T- 343030 a a z m a m /V ti O J d i o0 N o K D o w N O z N 'j 30 DRAWING NO. PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 30 OF 304 a a z m a m /V ti O J d i o0 N o K D o w N O z N 'j