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WALKER LANE STORM SEWER <br /> ROAD INDEX E% qYEAR <br /> p, aX E e AL <br /> 24"a Slob with plug Q3DEX <br /> Cast Iron Frame 6 Cover (Pinkerton No.A-163) 360 O 36"0 O I.¢ ozo <br /> 24"0 S b with plug <br /> Na22 No. 23 <br /> Precast Reinforced 18"05tub with plug NOBART LATERAL Brick Structure <br /> Conc. Grade Rings Bawl to fit Grooved <br /> 24" I.4 <br /> 20 " end of C.C. Dips. D Seal joint if necessary <br /> I" 20„ to prevent leakage <br /> Precast Reinforced O S�0 O �" O O "0 _ <br /> Concrete Cons R.C.P. Section i o I I4" \ <br /> R.C.P. Section .N <br /> No. 21 No. 20 Na 19 Na 18 �) <br /> r� DANA LATERAL <br /> Brick to i d ;. <br /> Top of Pipe I 3 .' <br /> I 4,_0, - , -- d I i <br /> 1 (PS-0.10 O 36"0 O 36"0 > <br /> 1 <br /> I I 3e --- --- , . ` i' �\\ t plug use <br /> 30" and smaller lu <br /> r 6.6- 10/10 wire mesh, <br /> No. 16 <br /> I Na 15 Lateral Precast Rdnfarud I"Min. 36"aand larger plug use <br /> MARSH LATERAL Concrete Section U "4 bar - 18" O.C. <br /> Cast Iron Ring & Cover SECTION D-D PLAN <br /> (City of Stockton Standard <br /> Conc. faatingLAYOUT PLANPhkertonNo. A-13s) <br /> scALE f"- I' No3 Gage PLUG DETAIL <br /> Reinforced Steel NOT TO SCALE <br /> STRUCTURE NO. 15 -24 <br /> TYPE A <br /> TYPICAL MANHOLE STRUCTURE DETAILS `h1'1 `Mill 1 °Jar cant. Bane GENERAL NOTES <br /> ( PRECAST 8 CAST IN PLACE ALTERNATE <br /> SCALE I% I' URIT STRESSES: fs = 20,000 psi j fc • I,000psi ; ns 10 <br /> REINFORCEMENTS Einbadment is Of dia. clear unless otherwise noted, <br /> TYPICAL CATCH BASIN Nooks ,halt conform to Manual of Standard Practices, <br /> SCALE 1" = I' A.C. 1. Backing for hooks to 4 diameters or 2#" min. <br /> Bar splices to be 20 diameters. Deformations shall <br /> Exist. X• Drains conform to A.S.T.M, A -305-49 <br /> 18" OStub with lu Concrete Collars 18"05fubwifhpiq STRUCTURE CONCRETE, Class " A" Portland Cement Concrete (6 Sock ) <br /> P 9 Sea Sheet No. 13 _ TYpa3I cement, unless otherwise noted. <br /> So <br /> Na 13 VQ2 Nall No.9 15"f Stob with Plug No, 5 No. 2 <br /> MILLER SL WASHINGTON ST. LAFAYETTE ST. SONORA St Nab HORNER ST Grade Rings <br /> LAYOUT PLAN <br /> CARMELLIl3T. <br /> Cost Iron Frame & Cover <br /> (Pinkerton No.A- 163) Precast Reinf. Conc. Grade Rings Concrete TOP 6 Bottom Relief. h ` <br /> *4 Bari-0 12' <br /> Elim%mtc Cone where +4 Bars -018" <br /> 24" LD, Precast Rein£ <br /> Insufficient Carer, Sedan Reinf. Conc. Pipe 2e I.D. COM.Cone 3-0" <br /> 3'-0" iw r I 30"to 36"Dia. I Plug <br /> ---------- I <br /> 4 Bars 1* 18"WWI!v I I q Bora @ <br /> ( a4 Bars Mli 6'— e{ I I <br /> BariI 00. <br /> I= 4 Baro <br /> Both w,rys <br /> 4-0" I <br /> I E <br /> y, �I� I .) Plug 1 <br /> B <br /> Typical 9'0. R.C.P. SECTION -B <br /> Stu with plug <br /> j 42" to 66" Dia. j O C C <br /> - I I 1 I I <br /> v - -J <br /> 42" to 66" No. Reinforced <br /> Concrete Pipe continuous A <br /> through Bo% I 1 I 1 ( i1 d I - o B <br /> I � <br /> I <br /> I <br /> s4 BOts 0 12" I I <br /> SECTION C- C •4 Bars— o 18" <br /> I = k <br /> j j I i STRUCTURE NO. , :5,6,9,I1,12W PLAN ' <br /> TY P ,, B PLAN <br /> STRUCTURE NO. 15,18,19, 10122 <br /> SECTION A—A TYPICAL MANHOLE STRUCTURE DETAILS TYPE A <br /> STRUCTURE ' NO. . ,,5,6,91, 11, 12 613 PLAN <br /> TY TYPICAL MANHOLE STRUCTURE DETAILS ( CAST PLACE ALTERNATE ) <br /> r <br /> PRECAST & CAST IN PLACE ALTERNATE ) ( Refer to Precast <br /> cast alternate for Layout Plan ) <br /> SCALE <br /> SCALE <br /> ue ys <br /> 7• <br />