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791 -M <br /> I <br /> WALKER LANE STORM SEWER <br /> 00A! I INDL% I 'ILL TLAL LNLLT TOTATL <br /> 1 19601 II 1 13 <br /> z3-241,2 <br /> 5'- 6" <br /> ®6 1: 6 <br /> 6 r 4 bend around Pipe <br /> N <br /> h / Pipe <br /> Cone. Wo/� - <br /> Manhok I 60"o Pipe I I 54"0 Pipe 007pe 42" Pipe a <br /> 36"0 Ptpr, — — <br /> R \ <br /> TOP VIEW <br /> I a Goly. Iron I <br /> :w TOP SLAB REINF. ENDWALL REINF. ENDWALL REINF. - _ _ _ N <br /> No. 7,8, 10 814 No.7 8 8 No. 8 8 10 r 4 Bars bofhwaI6 (Typical) 0 4 Bars bothways (Typical) FRONT VIEW <br /> %"t 04— 9D 18'cfrs 1 t6" iti' " .4 a IB" +- 1'- It 2'-I" s4 9D I$" MANHOLE STEP DETAILS <br /> v � SCALE It " 1� <br /> �I II {I—II <br /> -Ir � m <br /> ko <br /> N ® m 15'0 <br /> 1 Pipe <br /> 42"O Pipe "ORpe 24'OPi ss"O Pipe <br /> p< <br /> rE <br /> 307 Pipe <br /> +I <br /> v BOTTOM SLAB REINF ENDWALL REINF ENDWALL REINF. SIDEWALL REINF. SIDEWALL REINF. SIDEWALL REINF. SIDEWALL REINF <br /> Na 7,8, IO it 14 No. IO 814 No. 14 No. 14 No. 10 No. 8 No. 7 <br /> JUNCTION BOX REINFORCING DETAILS <br /> SCALE „= 1, D <br /> 5°- 6" 60'� 60"ar Eq]6610 <br /> B O <br /> L 5'- 6 "¢bots B 12" I I I No.4 No, 3 <br /> II •¢ borne /B" <br /> 11 , ; � <br /> __ -- - -- 1I I LAYOUT PLAN <br /> 4" 4 Bars"o' <br /> Do m' "0 Manhole • --iiI Ii�i — ----- A � 30-0 Stub "/oPivp 36 0 IBPlug 42°4 Plug o 1I <br /> i IlI <br /> ,I II <br /> '\\\ <br /> \\ <br /> \ <br /> Cast Iron Fra <br /> .c <br /> 6 <br /> Co <br /> v <br /> er <br /> 1 I <br /> opening Pinkerton No.A-163 <br /> � one. <br /> �N 24Dia. Grade Ring <br /> - Manhole Precast Reinf <br /> 0 1 L-T—r------------- Cone.Cone <br /> 30"0 244Plug IS0plug <br /> a Go 36toot <br /> No.14 No.10 Na8 No. 7 <br /> A DANA HOBART MARSH ARDELLE <br /> TT - -I- - <br /> ILL�'JJJ <br /> - 4 +4 <br /> -04 Bars 9" SIDEWALL REINF. 1 f 1 LAYOUT PLAN PLAN I 4'-0"� Manhole Pipe <br /> F I Precast Reh1f. Cone. <br /> �I TOP SLAB REINF. 91-0" <br /> C l <br /> B m +4 Ban ® IB" <br /> ±6j x4 Bars g" I+ 6" 9 -0" PLAN const 'ow <br /> + Precast Reinf. Cone. 8" 8. <br /> J <br /> 4 Bars 1 I Cast Iron Frome 6 Cover Grade Rings as reo. <br /> Pinkerton No. A-163 Galy. Iron Manhole <br /> 18" bofhways Section R.C.P. Keyed Const. 4" 4 Bare b" 2'tkror Ste 12"Ctrs. <br /> Joint �` <br /> 4" or CA1.P411111111111111111 <br /> -------- 21'olear t I <br /> E "clear Section <br /> 3'Section RG.P. <br /> u 4 Bun"O" ---- - RC.P. or C.M.P. I I <br /> 0 00 0 e <br /> , m <br /> o+ v rn •F 60"PJ 666.0 Pipe <br /> J 60 S2 Pipe I I <br /> x <br /> N <br /> m1 � Reof. cone. I j <br /> a I P4 <br /> 1 <br /> Class"B' Concrete% Class"B" Conn. ; I Slope a 1 Slope i 1 <br /> I Class 'B" Cone.IL I <br /> v BOTTOM SLAB REINF. ENDWALL REINF Keyed Const <br /> +1 Joint Const jant <br /> Na 3 & 4 2x4 keyway <br /> STRUCTURE NO. 7, 8, 10 814 �°D SECTION C_-C C SECTION D-D <br /> SECTION A-A " SECTION 8 - B - .. <br /> JUNCTION BOX REINFORCING DETAILS TY E <br /> SCALE s'= TY 1' REINFORCED CONCRETE JUNCTION BOX DETAILS sTRuE N0. 3 8 4 <br /> TYPED" <br /> ( CMP , PRECAST & CAST IN PLACE ALTERNATE ) <br /> SCALE <br /> ag 9�a <br /> �j — IQ <br />