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LOW SOD L FACE <br />®BARS <br />4 <br />p� <br />HIGH SOIL FACE <br />WALL PLAN VIEW z <br />Lu <br />0 <br />m <br />B III <br />FUTURE PT 2x6 MUD S&LL PLATE Wl <br />EPDXIED ANCHOR BOLTS <br />(2) TOP BARS (MATCH <br />FUTURE DECK PER _ — — i !�-BAR DIAMETER) <br />DETAILS—_. ' 1 <br />__- n <br />r <br />CIO 0 <br />_j -3 <br />F® ARS <br />uj <br />O a � Z u_ PER TABLE <br />CIA � CO Z CL <br />0 <br />FINISHED GRADE <br />Lu <br />FINISHED GRADE <br />=' n <br />RETAINING WALL SECTION <br />4 6 <br />, <br />4 <br />ry <br />Y, <br />CENTER VERTICAL BARS <br />t' <br />V-13AR. - - <br />PER TABLE <br />FREE-URABNING GRANULAR <br />d4 Y <br />' <br />MATERIAL 12" WIDE MiN. TO <br />WITHIN 12" OF FINISHED GRADE <br />° i <br />(WATERPROOFING BY OTHERS) <br />i <br />' <br />1 1 <br />DESIGN LOADS <br />SURCHARGELOAD: <br />Z-O" ADD®TBONAL S01 <br />(TRAFFIC & LIVE LOAD) <br />VERTICAL <br />SUPERIMPOSED WALL <br />LOAD: <br />LIVE = 2100 PLF <br />DEAD = 1000 PLF <br />HOOKED DOWELS MATCHING V-BAR <br />TYPE AND SPACING LAPPED MIN 30" <br />l EACH VERTICAL WALL BAR. <br />PROVIDE 90 STANDARD R®O8� PLACE® <br />- <br />3" CLR FROM BOTTOM OF FOOTING. <br />�.J <br />Ng LU <br />d <br />�. <br />to <br />uj <br />r4l <br />BARS <br />T®BARS R TABLE <br />W <br />4"PERFORATED <br />FOOTING DRAIN <br />SURROUND W/ GRAVEL <br />TIOIFTLINEE TO <br />DRAINAGE SYSTEM <br />SITE RETAINING WALL SCHEDULE <br />A <br />B <br />C <br />w <br />T <br />G <br />V-BARS <br />H-BARS <br />T®BARS <br />F-BARS <br />T-0" MAXIMUM <br />1a-211 <br />0a-6" <br />1-2" <br />31_011 <br />1e_619 <br />�aAa <br />#6@ 161a o/c <br />#5 @ 18" o/c <br />(2) #5 BARS <br />N/A <br />3a®0" to 4A4s <br />1 vm4" <br />0II!_8 A <br />V-8" <br />3'® as <br />114, <br />114, <br />#5 @ 18" o/c <br />#5 18" o/c <br />(3) #5 BARS <br />8A <br />4'-0" to 6-0" <br />11- " <br />6'_6,a <br />2a_2" <br />41-6" <br />1-011. <br />1-3" <br />5 @ 14" ofo <br />#5 @ 18" 0/o <br />(4) #5 BARS <br />95 @ 28" Ole '. <br />61-0" MAXIMUM <br />Ac <br />41_81§ <br />20e290 <br />4A_7" <br />1 a-2" <br />1 a-10" <br />#5 @ 11- o10 <br />#5 @ 16" ole <br />(4) #5 BARS <br />#5 24" o��o <br />FUTURE (4) 16d CALV <br />COMMON END NAILS <br />RIIM TO NAILER <br />FUTURE 2x PT RIM <br />FUTURE STEEL BEAMS <br />PER PLANS BEYOND <br />FOUNDATION WALL <br />PER DETAIL VS2 <br />III SCALE. 3/4" = 1 -G" <br />FUTURE <br />CONNECTION <br />FUTURE DECK <br />FUTURE STEEL <br />BEAMS PER <br />PLANS BEYOND <br />0 <br />FUTURE PT 2x3 MUD SILL <br />PLATE W/ EPDXIED ANCHOR <br />BOLTS TO BE INSTALLED AT A <br />LATER DATE <br />p <br />FINISHED - DE <br />w-1 1- 11 Imc 'l_'R"CTURE <br />7 MUD SILL PLATE <br />:D ANCHOR BOLTS <br />TALLER AT A LATER <br />5 � FUTURE STRUCTURE TO WALL <br />SCALE: 3/4" = T-O" <br />FUTURE PT 2x6 HF#2 NAILER <br />SECURED TO STEEL BEADS AN/ <br />0 WELDED STI UDS c@a 24" O.C. <br />FUTURE (2) %A 0 GALV O36 <br />F1554 ALL THREAD ANCHOR <br />BOLTS EMBED 4" INTO STEM % FUTURE STEEL BEAM <br />WALL W1 SIMP AT �"P EPDXY .; PER PLANS (EXTERIOR <br />PROVIDE STANDARD CRAKE COATING ON <br />WASHERS AND NUTS _ ALL STEEL SURFACES) <br />RW BEYOND AND <br />DECKING NOT SHOWN <br />FOR CL.ARrg <br />d <br />FUTURE PT <br />2x6 HF#2 <br />SILL PLATE <br />° 4 <br />a 4 <br />FUTURE DE CONC WALI <br />CENTER IN FUTURE FALL <br />FUTURE HOLDO <br />�_Sk )CALE: 3/4" = 1a_0AA <br />FUTURE <br />POSTALL <br />V) <br />z <br />eon <br />�-a <br />s' 1 <br />I <br />CO <br />MdM <br />ci <br />C'dCD <br />06/12119 <br />w <br />3: <br />mtLLJ <br />REVISION: <br />I <br />DATE: <br />06-12-201 9 <br />DESIGNED BY: <br />JBL <br />CHECKED BY: <br />SCALE: <br />AS NOTED <br />PROJECT NO: <br />E1387 <br />Ir- <br />gE� <br />!i..�rp <br />L �3 <br />Qf <br />ryp0 <br />k4.w.d <br />Lu <br />Lij <br />Li..$' <br />w.� <br />