Laserfiche WebLink
Sta. 8+44-28' Lt. Construct 18" S.D.I. <br /> "12 <br /> Refer to S.J. Co. Standard browing No. Place � x 6 L.F. <br /> D-15. Top of Grate Elev. 5.75. Reinforced Concrete <br /> Pipe invert elev. 4.20. Storm Drain Pipe (Class V) <br /> Connect to existing S.D.I. <br /> Minor earthwork required for <br /> Sta. 8+41t-21' Lt. �� drainage will be as directed <br /> Abandon existing S.D.I. E00 by the Engineer. <br /> by welding 1/4' x 2270 o Payment for this work will be by <br /> steel plate to frame o i6 Item #1, Force Account. ,n <br /> and overlaying with I� rz rn <br /> asphalt concrete. (� CONSTRUCTION <br /> w — <br /> Approx. (� Bieghle St. c0 N <br /> Sta. 8+23 P <br /> W <br /> D <br /> 9 10 18 19 +{ <br /> 60 <br /> 01 1 ZD <br /> 0 <br /> C <br /> o ' 0 25' <br /> 3 X25 <br /> S 50' 50' <br /> 3 D Trans. Trans. <br /> 3 0 <br /> LEGEND <br /> Variable Depth Asphalt BEGIN OVERLAY END OVERLAY <br /> Concrete. <br /> r= <br /> m R Conform to existing <br /> D radii. <br /> 3 <br /> m 0.00' Depth of Asphalt Concrete ELEVENTH STREET <br /> Pavement Planing, <br /> ■ Limits of Asphalt Concrete <br /> r� Pavement Planing, <br /> A Bench Mork <br /> � D <br /> r£i Nail on � Sta. 8+23 Bieghle St.), Elev. 7.09 <br /> Shee:tN o.COUNTY OF SAN JOAQUIN ND SCALE PLAN MORRISON GARDEN RESURFACING 5 o <br /> 0 <br /> Drawn By Date Project Engineer Date I Checked Date Submitted Date A prowl commended Date <br /> 5. la/92 93 LZO. �193 1lJoweZ 4zi/ ii1g114 <br />