Laserfiche WebLink
"H" <br />1.8 <br />3.0� <br />H=1.8 H-3.0 <br />W m <br />12J0 <br />1880 <br />1.06 To of W°I <br />C m <br />405 <br />610 <br />A Elev = 61. <br />x <br />865 <br />t2J0 <br />14J5 <br />c" bars <br />/16®500 <br />y19®190 <br />822®150 <br />"d" bars <br />$16®500 <br />y22®380 <br />X22®300 <br />L mm) <br />1100 <br />To of W°II <br />lev = 58.80 <br />Elev = 58.50 _________ ______ ___ short "c" bars <br />Bottom f Fo�otin 150 <br />� <br />`� Elev = 5].28 <br />w <br />Weep holes, 3000 1220 <br />k� <br />typ <br />A <br />TYPICAL WINGWALL ELEVATION <br />1:20 <br />"H" <br />1.8 <br />3.0� <br />3.7 <br />W m <br />12J0 <br />1880 <br />21(35 <br />C m <br />405 <br />610 <br />]10 <br />8 m <br />865 <br />t2J0 <br />14J5 <br />c" bars <br />/16®500 <br />y19®190 <br />822®150 <br />"d" bars <br />$16®500 <br />y22®380 <br />X22®300 <br />L mm) <br />1100 <br />1200 <br />WWLOL <br />u, 305 <br />�_� Fini hed <br />3 ® Alon grad <br />opo wa <br />� c" bars <br />g13 ®900 <br />$ $13 ®450 <br />e <br />so ar <br />t� <br />V Weep hole a d <br />pervious backfill <br />Apron slab Per <br />Short "c" hors 3-1 <br />X13 s� ® 450 <br />� J o \/ 13 <br />� � �E 35 Dia \\ — <br />d" bora <br />230 mm R B1 <br />P. p13 tot ] — <br />E 300 200 200 <br />unace se W/g <br />diatom fed oil <br />c e <br />W <br />� SECTION A -A <br />t 20 <br />in <br />BORDER LPSi RENSEO 3/1/2007 <br />10 c SJTM 8132 ra1.5/4.8tt 86 205 <br />etrle ' � '° e� <br />� / RE°�a,ERee`�L � EER P � ,. pea�� <br />Tri le RCB Extension Existin Tri le RCB January 20, 2010N a $ <br />_,i�sy L B <br />305 Rem xi 9tin wall c trete & � �lOaYlt <br />Preserve ext mg—ongi un in° x�� or rxiTM <br />1 TRUCTURAL SAN JOAOUIN COUN <br />" ':-:'-'"��.': ::. ':..':..: � ENpNEERING GROUP 1810 EABT HAZELTON AVE. <br />_ � ���-������-��������� 986 WEST ALLUWAL AVE. STOCKTdY. CA 95205 <br />.._.._.._. suITE zm <br />Wall rein£ Preserve fRESNO, CAUFONIA 93711 <br />exist rem( <br />Match ineerio B%qin box culvert <br />wait ° <br />x�at` tenni°n <br />Tri le RCB Extension Existin Tri le RCB <br />* 610 Remove existin roof co trete & <br />preserve ex ing ongi unin0 rein <br />N is <br />i j � 25 mm saw cut <br />Invert <br />cr�te .-..-_. ..-..-..-.._.— — <br />remo I limit - - .:_:._.�_��_�-::_.�-..— <br />Roof slab <br />rein£ Match exist <br />bottom <br />alnterior o woo <br />II �� _ _ _ _ _ _ _ _._._ _ _ _ _ _-_::_____.-_:.-_. ___ �' n Eemoineinf to <br />ePre c+l Match exi�tr <br />Mofch exist xist rein£ t°P o ExiVt RCB invert <br />' tenor wall —_ , <br />8 = 0.44R* —5 m— _ cut <br />� RC Exist ret ^f 305 Rem xistin vert &wall <br />�_. ._. _._._. _._._. _._._._. _._. ._._._._. _._._._ _ T°' pre e x ing <br />•blotch existing slope longitudenal rein£ ry <br />DETAIL - 2 <br />1:25 <br />Culvert Wingwcll <br />alnterior <br />� 13mm expansion <br />Woll rein£ * joint filler <br />Mach exist 1—� Neroprene <br />tartar w° s v <br />y13 I / ®300 <br />�/ p13 fot 3 ` <br />AS BUILT <br />Pf Footing Elev_y� CONTRACT No. 10-2A7804 Cwvert Extermr ` <br />C.C.A. DATE 08/ 15/ 2014 wall <br />Matcn interior H.E. NAME Juan R. Zuhiga 8d <br />exist " <br />a9� ° DETAIL - 3 �` <br />r_ <br />-- ' = No Scale <br />... ....... ......... � g <br />.�_.:_�::_:�-::_.._::_.: B <br />DETAIL — 1 0€ <br />1:25 ALL DIMENSIONS ARE IN MILLIMETERS DRAINAGE DETAILS <br />UNLESS OTHERWISE SHOWN <br />DD -4 <br />is iN wiwMElsRs nrE. _ zcowse.si s CU 0625] EA 2A]801 <br />