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Abandon Storm Drain Inlet <br /> Frame & Grate A #5 Rebar (Typ.) Remove Existing 2'X3' P.C.C. Strom Drain Inlet <br /> II Place 24"0x4'± C.S.P. (0.079" Thick) <br /> Connect at each end to existing pipe. <br /> Refer to Standard Plan Nos. D97A, D9713, <br /> C Q O O O C D97C, D97D,� andD97E for Coupling Detail.J Backfill with SlurryCement to within <br /> 0.33' of existing surface. <br /> Ayp ) O D F" Exist 24"0 <br /> 1'—e" (T <br /> 24" 0 Opening, Grout smooth O D D 15'I <br /> all edges of pipe opening i <br /> PLAN VIEW 253" <br /> 7" 1 g 1 7" � Construction Base Line <br /> 116 222 11� 16 (Yellow Linn <br /> 1" <br /> Refer to S.J. Co. Std. Drawing 4 i-�► 1✓�� _ <br /> No. S-4 for Frame details. 1" ......— ._....__ _ .......... _ TTtt ... .. . _ <br /> See Grate detail this sheet. <br /> N <br /> Conform art <br /> + Grouts Frame to S.D.I. l..l <br /> #5 Rebar �" I I > neo <br /> g � d <br /> � 3"Min 224" <br /> t0, a ; <br /> SECTION C—C <br /> 8" Min 6" Min <br /> n 1" s. <br /> Place concrete neat I..�� Construct Storm Drain Inlet <br /> y to undisturbed native Top Grate Elevation 100.50 <br /> z o Class B ground. (Typ.) Refer to details this sheet. <br /> D Concrete /\ Bench mark located on the S.W. <br /> (Minor Structure) corner corner <br /> flagpole base in the <br /> 8" Min N.E. corner of Chrisman Roady <br /> 1" and Eleventh Street. r o <br /> 5' 8 R Elevation 100.00 <br /> M 1" 4' o <br /> Z SECTION A—A q <br /> D <br /> 0.33' Asphalt Concrete <br /> M1 (Miscellaneous Area) <br /> r Precast reinforced concrete grade <br /> odjustment rings shall be used as 16 Slope to drain to S.D.I. <br /> required to adjust Frame & Cover SECTION B—B <br /> A (Maximum 12") STORM DRAIN INLET <br /> m <br /> STORM DRAIN INLET DETAILS GRATE DETAIL REPLACEMENT DETAIL <br /> A No Scale No Scale <br /> NO SCALE <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS ELEVEN® ChriSTRsman Road REPAIR 4hooft6Na. <br /> Dryyu�ann By� Date Project EnBlneer Dote Checked Dote Submitted Date` al &commended Dote <br />