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081 -M <br /> WALKER LANE STORM SEWER <br /> ROADFILE N ET L <br /> YEAR <br /> ..- I NO. I INDEX NO. YO. SNffTSTOTA <br /> -- VE- 1360 13 lb <br /> Ea-Y• I/E <br /> i <br /> Va r. W r. <br /> Var. 22' Medium 6itunlinus Seal Over 0.33' A.B. V&r. <br /> � r <br /> / Existing 29• g 3 <br /> 10" C.P. <br /> I i <br /> Refer to Special Provisions <br /> it 6"CIIhG' CQILAA' <br /> TYPICAL .SECTION - WALKER LANE' <br /> 1 <br /> 60" Dia <br /> - - t <br /> w4'S7"Stirrups - Total 16 <br /> 16 Gags Galy, <br /> Iron x 6" z <br /> �— �•— 26'D'la. --moi <br /> 1" Dri 33" Dia. w 4 "O" Rings / <br /> / <br /> e 4 Bars O 50"14 Gags GAP <br /> w 4 Stirrups '- <br /> . 10" C.P. <br /> en ^ gsz <br /> e' . m <br /> Refer to Special Provisions <br /> d - <br /> 6" CONC. COLLAR <br /> ,r 1. <br /> 1 I <br /> I <br /> t � <br /> i <br /> MARSH, DANA , HOBART AVENUE <br /> 3y TYPICAL PIPE INLET DETAIL <br /> SECTION B-B <br /> ALTERNATE TYPE <br /> SECTION A-A : <br /> ALTERNATE TYPE "A " <br /> A ,`•— 8' Min. -•{ <br /> Weld <br /> P.C.C. Plug <br /> 2d'Dia. <br /> 48" C.M.P. (146a) <br /> t <br /> S <br /> 6 = <br /> c <br /> c <br /> ( <br /> S <br /> ) <br /> r - *wp <br /> • „ _ w 4 @ 12" Both Ways <br /> STRUCTURE N0. 15-24 <br /> ELEVATION SECTION REFER TO SHEET No. 12 FOR LAYOUT PLAN STRUCTURE NO. 5, 6,9, II, 12, 613 <br /> PLAN <br /> TYPICAL CMP MANHOLE STRUCTURE DETAILS <br /> SCALE " = I ' <br /> Q�A <br />