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24"0 Opening, Grout smooth <br /> all edges of pipe opening. �,,� <br /> From & Grate FY No. 21258 <br /> IB B * Eq. o-M-01 <br /> CIVI'l- R�\! <br /> A <br /> #5 Rebar (Typ.) -- 1'-6" (Typ.) <br /> PLAN VIEW <br /> Refer to S.J. Co. Std. Drawing CW—M3 253. <br /> for Frame Details. See this Sheet 8 <br /> for Grate Details. 7 7" <br /> Grout Frame to S.D.I. 1 i 6 2212 f 1 16 <br /> 6 <br /> 6 18' <br /> ' #5 Rebar �3" Min. 1 , <br /> i <br /> o D _ 3•• <br /> 4� �1 <br /> i <br /> 8IHL r <br /> g ' Min 8' Min. 1 116' <br /> n <• <br /> N Place concrete neat <br /> to Class B Concrete g oundl (Typ )d native �J $" 32 1 1 8R <br /> (Minor Structure) 22-' 4 <br /> tA 0 8' Min. 4 11 " <br /> A 16 <br /> � 5 23 �„ <br /> SECTION A-A SECTION B-B SECTION C-C <br /> N <br /> • Precast Reinforced Concrete Grade Adjustment <br /> Z Rings shall be used as required to adjust Frame <br /> o & Grate (Maximum 12"). <br /> GRATE DETAILS <br /> ;0 <br /> STORM DRAIN INLET DETAILS <br /> 1Z <br /> MARIPOSA ROAD RESURFACING <br /> Sheet No. <br /> COUNTY 0 F SAN J OAQ U I N No s� CONSTRUCTION DETAIL Federal Aid Pro'ed No. STPLDB-5929 069 7 Of 9 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVIj RECOMMENDED DATE <br />