Laserfiche WebLink
�T1S/4.8cT <br />t0 SJtt 132 84 205 <br />}1252 " <br />32002 " <br />31252 '+ <br />ITC REa51EREo awE NGI EER on �p°�soo�°k <br />{e22 ® 265 <br />' �' <br />, / <br />X19 � ® <br />265 <br />� <br />#19 �v� ®265 <br />Q 1150 <br />January 20, 2010N K �. <br />oU <br />g13 tot 4, typ <br />Const <br />'?�� <br />pint <br />optional <br />o-Qeczxprc <br />___ <br />/13 <br />® 265 <br />20 min <br />coBrvERsioNE STRUCTURAL sAN .,UAouIN courvtt <br />fillet <br />ENgNEERING GROUP 1810 EAST HA2EI.TON AVE. <br />760 1505 760 <br />986 KEST ALLUNAL AVE. STOCKiON, CA 95205 <br />m <br />w <br />g13 �® 265 <br />E <br />SUITE 20f <br />p13 ® 450 813 tot 14 s13 ® 450 <br />s <br />rc <br />reply spaced <br />FRESNO. CAUFONIA 93]11 <br />"' <br />� <br />X13 ®135 <br />50 ck g13 ® 450 <br />mo <br />YP <br />432 <br />Alternative M <br />15 min lod <br />g13 ® 450 <br />ma <br />Const "pint <br />Concrete 11— <br />Const joint <br />barrier. — <br />Alternative <br />Type ]32 — <br />vert elev Const "pint <br />� <br />— <br />y13 ® 265 <br />Const joint <br />Slope 1:50' <br />T <br />#09 tot 3 <br />( p & Const joint <br />bottom <br />50 clr <br />n � <br />1150 <br />+MatcM1 existing culvert slope <br />{/19 N� C 26 <br />� � <br />�+ <br />'*MatcM1 existin dimensions <br />9 <br />16 <br />�°° <br />X22 ® 265 <br />150 fillet <br />255 <br />205 <br />�'m <br />X13 tot 5 <br />ag <br />o <br />SECTION B -B <br />100 m Roof slab <br />50 <br />raymNe rem( <br />1, zu <br />¢'16 \ ®200 /13 in M1oak, typ <br />5 <br />e X16 x 1800 ®150 <br />� <br />��$ <br />x <br />]60 mm <br />lap Extend culvert <br />610 <br />Q <br />� <br />825 lot 3 <br />einf as sM1own Invert rein( <br />Apron slab <br />z <br />K <br />See far <br />To of <br />— <br />m tat bnea< gua d <br />Elev 58.50 <br />� <br />roil o lion, tyy <br />50 <Ir <br />cont ke y <br />MBGR 50 clr <br />$13 C 305 <br />p13 C 450 max <br />�� <br />y19 <br />tot <br />X13 �I ® 450 <br />� <br />2 <br />ILJI <br />x� <br />______________________________________ <br />Cut—off wall <br />305 Pour gainst <br />SECTION D—D <br />� <br />Mmar aanarete <br />Gndist°aroed sail <br />� <br />(Minor eo-aamre> <br />is zo <br />265 <br />t <br />� + <br />135 265 X19 � �t <br />C1 <br />� <br />X22 <br />� <br />`-+----------i------�-----�-13 <br />_--y----------�-, <br />--- --Cul—off <br />�3 <br />AS <br />BUILT <br />m ExPan o loin( filler------------ <br />� <br />won <br />"- <br />full heigM1t, seer plan 3_4 <br />CONTFACT NG. <br />10-2A7804 <br />Rooi mown pt3 �'� <br />C.C.A. DATE <br />08/ 15/ 2014 <br />Inver e�mnor <br />SECTION C—C <br />F.E. NAME Juan R. Zuhiga <br />SECTION E—E <br />�� <br />� <br />1:50 <br />NO SCALE <br />k W <br />� <br />ALL VINLESS OTf1ERYA5E SHOWN TERS <br />DRAINAGE DETAILS <br />DD -2 <br />9ait9ER usT REMs[0 3/1/2ao] <br />CU 06257 EA 2A)e0t <br />is 1N <br />MIuIMETERs <br />nlE zaoaoea+rsza <br />•s <br />I <br />