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Frame & Cover A #5 Rebar (Typ.) <br /> Saw Cut Existing <br /> ' <br /> Asphalt Concrete Pavement (Typ.) <br /> (Miscellaneous Areas) ConformC---j4 <br /> A <br /> Conform 0 Opening1'-6" (TYp•) <br /> out smooth <br /> ------ --- all edges of <br /> Existing Surface pipe opening. <br /> y V' f' 6 <br /> *0.50' A.C. I j PLAN VIEW <br /> / Refer to S.J. Co. Std. Drawing <br /> No. S-4 for Frame and <br /> Cover details. <br /> O * Grout Frame to Manhole <br /> O.D./2 #5 Rebar <br /> 12" O.D. 12 3" Min <br /> O.D. + 24" <br /> 8" Min 8 Min <br /> n <br /> 0 a * Existing paved areas. Class B <br /> 0 y Concrete <br /> r 0 <br /> 0 8 Min <br /> MI F(;FNn 5' <br /> M <br /> '' N A—A <br /> � ® = Asphalt Miscellaneous Areas SECTIO <br /> M <br /> Z = 90% Relative Compaction (Select Native Material) <br /> 'o + Precast reinforced concrete grade <br /> m ® = 95% Relative Compaction (Structure Backfill Material) adjustment rings shall be used as <br /> required to adjust Frame & Cover <br /> (Maximum 12") <br /> ;b <br /> A TYPICAL TRENCH DETAIL MANHOLE (Storm Drain) <br /> M (Sta. 25+ 13 Lt.) <br /> ;01 R <br /> - COUNTY OF SAN JOAQMN NO SCALE CONSTRUCTION DETAILS GOLDEN GATE AVE. RESURFACING Sheet No. <br /> Fremont Street to Waterloo Road 9 of 12 <br /> y <br /> Drawn B Date Project <br /> � Engineer Date Checked Date Submitted Date A vat R mended Dnte <br />