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CITY -OF LODI F '' <br /> t E <br /> 48 MANHOLE <br /> PUBLIC WORKS DEPARTMENT <br /> Fee I <br /> Frame 8, Cover per Std Pion 305; adjust to grade per Std. Plan 123 <br /> i <br /> Grode Ring(s) t <br /> I <br /> ► IS"max. ' <br /> I I <br /> �.1' <br /> I I Construct smooth <br /> Concentric I �..j 2_S., I �" ! flow channel <br /> cone % W-3'min.? I <br /> A SECTIOW A-A <br /> S <br /> A I I <br /> I.F�t7_71;'f' <br /> Barrel A+ — T <br /> 48 <br /> .< , �. ' i2 min.stub, . <br /> R'= 3 �I ,_ 1 — 11 <br /> Bell end <br /> Grout Plug{iyp.l <br /> Voriabie See Nate 4 I i <br /> •1 <br /> B See Nate 3 <br /> Tee incoming pipe r <br /> Base-see Note 2 <br /> 5'-10" — 8 max. <br /> ' Hoke I" larger 0 than <br /> incoming pipe. y <br /> Tronsition coupling Y Sch, 80 PVC <br /> NOTES I drop pipe, See <br /> Note 7 <br /> 1. Barrel, cone and grade ring sections shall confore to ASTM 0476, 24„ <br /> latest revision. Manufacturer to be approved by the Enoineer.' mina Stainless steel <br /> 2. Base shall consist of cast-in-place Class B concrete per Sec. 90 fj bonds anchored <br /> Cal Trans Std Specification. Prefabricated teases shall con fore to, to wall 24" o.c. <br /> Note l and be placed on 4' of fresh concrete bedding. Two bands min. <br /> 3. Rubber ring waterstop or ianhole adapter required for PVC pipe ec <br /> installations. <br /> 4. Plugs shall be compression type as approved-by the Engineer, i <br /> 5. Backfill around MH shall be compacted to 451 R.C. tin. Smoott, 1/4 radius <br /> b. Drop connection to be used only when shown on the plans or approved •r bend. <br /> by the Engineer. DROP CONNECTION <br /> 7. Drop pipe to be one size larger than the incoming pipe. ','` ` � '�` <br /> II �'' D E TA l L <br /> Drawn <br /> K.T. HI o. 3D-atffe6 A roved A <br /> pproved By <br /> CnccMed '?CP <br /> � s STD <br /> 3.01 <br /> IIathtarks Director oa+ee s—� 09 PLAN <br />