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-.a <br />-Reinf for Conc <br />Barrier Type 80SW <br />23'-9" <br />41'-9" <br />Stage 2 Construction 8 0 <br />"!VI" Line <br />'-For distribution Reinf, see <br />"SLAB REINFORCEMENT <br />DETAIL NO. I" sheet <br />faUIIIIIIII <br />3'- 0 <br />IN --a <br />Closure <br />Crown Line------"- Pour <br />See Note 2 <br />2% <br />#'10 Cont ""—Main slab Reinf #10 Cont 'qK-Cast-in-Place <br />SLAB SECTION SPANS 4-12, Tot 4. Note: Reinf Conc Slab <br />Tot 4 <br />0 3/811 - 11-0$1 Piles, cons barrier, and sidewalk <br />Frame 2 = Bent 4 thru q Bent 13 riot shown for clarity. <br />9 @ 39'-0 (Spans 4 thru 12) <br />Bent 4 & Exp Jt Bent 5 or q Bent 12 Span Bent 6 thru 11 <br />Bent 13 & Exp it #9 Cont-7 #10 Cont #9x20'-O" CL - #9x31 0" Edge of Slab, #9x27'-O" —#904'-0" <br />Ty p <br />T_' <br />1 o)—cIt 10,_0 it <br />E SPANS 4 & 12 13'-6 17'-611 <br />0 RE�INFORCEMENT PLAN TOP OF SLAB <br />Frame 2 = Bent 4 thru Bent 13 <br />9 4 39'-0" (Spars 4 thru 12) <br />Cd <br />CN Beni' 4 & Exp Jt Spar Bent 5orq Bent 12 <br />q Span <br />cn ---q Bent 13 & Exp Jt <br />i6 S <br />E > <br />#91 Edge of Slab, #9x27 0" #9x35'-6" #10 Cont #9 Cont—, #7x23'-O" <br />0)ContSplice with #9 CTyp ---X <br />3QD Splice with #91--- -at ends <br />Cn -- I) # i ` i ii <br />afi All <br />M <br />ry <br />V)_ fi <br />C) <br />SPANS 4 & 12 <br />c- <br />C) <br />r <br />00 <br />C%4 <br />cl-,i <br />NOTE: <br />rl- <br />44- <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />0 <br />DIMENSIONS BEFORE <br />ORDERING OR FABRICATING ANY MATERIAL, <br />SURVEY <br />REVISION DESCRIPTION <br />D <br />0 <br />DATUM: <br />U <br />C <br />-Z) <br />o. <br />C: <br />--5 <br />C/7) <br />o <br />FILE No. <br />2'-6" <br />10'-0" 0- <br />V\ <br />-.0 4 1 l'-6" <br />17'-6" <br />7)-0P1 7'- 0 <br />30-61; -1,13 6 <br />#8x35'-O" <br />ti <br />1111-611 <br />IN --ma <br />17'-6" <br />imp ---a <br />REINFORCEMENT <br />PLAN <br />-BOTTOM OF <br />SLAB <br />11/4" = 1,--O" <br />BY DATE SCALE <br />PREPARED BY <br />DATE <br />0 <br />HORIZONTAL: <br />DRAWN: H. SULLIVAN <br />09-29-16 <br />U <br />AC <br />0M <br />61 <br />VERTICAL: <br />DESIGNED: N. CALDERONE <br />09-29-16 <br />0 1 <br />2 <br />AECOM Technical Services, Inc. <br />I <br />I I CHECKED: Z. ABAJIAN <br />09-29-16 <br />2020 L Street, Suite 300 <br />INCHES <br />Sacramento, CA 95811 <br />0 10 20 30 <br />40 APPROVED: O. BROWN <br />I <br />— <br />09-2916 <br />T 916.414 5800 F 916.414,1557 <br />f F'6' <br />MILLIMETERS <br />ft� <br />Bent 6 thru 11 <br />3 3'- 9 " <br />Stcge 1 Construction <br />Co <br />Reinf for Conc <br />Barrier Type 80 <br />0— <br />Deck Drain, Typ <br />see Note 1 <br />r'1\11 N F- A-) <br />4"o Conduit <br />see Note 3 <br />Spa n <br />pan <br />.-am q Span <br />NO CHANGES <br />MO" Are CowrMw "Www0M ftod <br />000 Acionpied <br />AS -BUILT <br />Resident En~ - MSWX*o RWOML P. E. <br />Structure R6W6*Wft#ft - 0" Franco, P.E. <br />Rovis*m By _L- _June 8, 2021 <br />IN- <br />go- <br />#110 Con. <br />Tot 4 <br />'4" Drip <br />oove, Typ <br />#7x23'-0 #8x35'-O"-- <br />11 6" <br />1 7P-6" <br />NOTES: <br />1. For Deck Drain details, see "DECK DRAINAGE DETAILS SPANS 1-21" sheet. <br />2. For Closure Pour Detcils, see "SLAB REINFORCEMENT DETAILS NO. I" sheet. <br />3. For CVIN F/O Conduit detcils, see "GIRDER DETAILS NO. 2" sheet-, <br />SAN JOAQUIN COUNTY PUBLIC WORKS DRAWING <br />S-131 <br />M <br />ORIN A. SRO rn 0 F <br />rn cHENRY AVE CORRIDOR IMPROVEMENT�' N 0. C48859 xj <br />Exp. 09-30-118 S-1 53 <br />McHENRY AVE BRIDGE OVER STAMSLAUS RIVER (REPLACE) CIVIL <br />SHEET <br />SLAB LAVICUT AND SECTION NO. 2 -- SPANS 4-12 1 35or-1 76 <br />