Laserfiche WebLink
AC Dike (Type A) <br />(cont) <br />mom/ <br />rpCAF"F&/ / �y 0C <br />p '7 <br />174 <br />NS E L T 0 N <br />197N <br />m, V <br />A <br />7 <br />O <br />m <br />,o m <br />�+ <br />C) <br />a <br />O W o~N <br />m W U <br />+,, <br />A p0 <br />m <br />0.25' AC Overlay <br />m <br />m + ConstCO Con <br />m <br />1M N �F N <br />`0 CIO <br />N O <br />AC N <br />Dike EP _ <br />I+ (Type C)N w w i <br />, <br />u + I+ <br />N _ <br />W N N 195 CD <br />N_ <br />W N N <br />194 <br />175 176 <br />v v <br />0.25' AC <br />`� C011St <br />C®UNTO OF SAN J®AQUIN HORIZONTAL SCALE IN FEET r �N <br />DRAWN BY DATE PROJECT ENGI EER DATE 1�. CHECKED DATE <br />Vincent e521 1 12/13/Nf,,&a <br />REGARD DR 1 <br />err", inne Ry <br />— <br />4�10 <br />Clean Existing Box Culvert / <br />See Sht 2 Note No. 12 <br />I I <br />Pipe Inv = 227.00 <br />(Assumed Elev = 228.57 <br />Pipe Inv = 226.80- Sta 205+00 Nail & Shiner) <br />— Sto 205+18 (21' Rt) <br />Place 36 LF 12"0 CSP <br />(0.079" thick) <br />See Detail Sht No. 8 <br />SHELTON ROAD RESURFACING Sheat No. <br />(Esc ilon—Bellota Road to Waverly Road) 6 of 9 <br />>n <br />M <br />N <br />D <br />SO <br />D <br />O <br />N <br />� <br />v <br />� <br />m <br />0,F` <br />/ <br />0 <br />n <br />O <br />3 <br />n <br />AC Dike (Type A) <br />(cont) <br />mom/ <br />rpCAF"F&/ / �y 0C <br />p '7 <br />174 <br />NS E L T 0 N <br />197N <br />m, V <br />A <br />7 <br />O <br />m <br />,o m <br />�+ <br />C) <br />a <br />O W o~N <br />m W U <br />+,, <br />A p0 <br />m <br />0.25' AC Overlay <br />m <br />m + ConstCO Con <br />m <br />1M N �F N <br />`0 CIO <br />N O <br />AC N <br />Dike EP _ <br />I+ (Type C)N w w i <br />, <br />u + I+ <br />N _ <br />W N N 195 CD <br />N_ <br />W N N <br />194 <br />175 176 <br />v v <br />0.25' AC <br />`� C011St <br />C®UNTO OF SAN J®AQUIN HORIZONTAL SCALE IN FEET r �N <br />DRAWN BY DATE PROJECT ENGI EER DATE 1�. CHECKED DATE <br />Vincent e521 1 12/13/Nf,,&a <br />REGARD DR 1 <br />err", inne Ry <br />— <br />4�10 <br />Clean Existing Box Culvert / <br />See Sht 2 Note No. 12 <br />I I <br />Pipe Inv = 227.00 <br />(Assumed Elev = 228.57 <br />Pipe Inv = 226.80- Sta 205+00 Nail & Shiner) <br />— Sto 205+18 (21' Rt) <br />Place 36 LF 12"0 CSP <br />(0.079" thick) <br />See Detail Sht No. 8 <br />SHELTON ROAD RESURFACING Sheat No. <br />(Esc ilon—Bellota Road to Waverly Road) 6 of 9 <br />