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j <br />ffog"I <br />41'-9" <br />0- <br />23'-9" Stage 2 Construction 18'-0 3,-0„ 33'-9" <br />Closure Stage 1 Construction <br />RS if M" Line Crown Line Pour See Note 2 Reinf for Conc <br />(RSP <br />Reinf for Conc B1 1-62 Barrier Type 80 8 11 -60 <br />Barrier Type 80SW - -2% -2% 00 <br />a 2 <br />6 2- •. . . . . . . <br />off, <br />C�P6 2 <br />00 <br />-&- -7 1-- - - .1 - - <br />-- -------- - - #10 Cont <br />Tot 4 <br />For distribution Reinf, see #10 Cont -Cast-in-Place Main Slab Reirf $I i <br /># 10 Cont SLAB REINFORCEMENT Tot 4 Reinf Conc Slab 3/4 11 Drip <br />Tot 4 Deck Drain, Typ DETAIL NO. 1 " sheet Note: Groove, Typ <br />Piles, conc barrier, and sidewalk 6 " <br />see Note 1 not shown for clarity. CVIN FAO 4"0 Conduit, Ty p <br />SLAB SECT�,ON SPANS 13-21, see Note 3 <br />Frame 3 = Bent 13 thru Bent 22 <br />Frame 3 Bent 13 thru � Bent 22 <br />8 @ 39'-0" (Spars 13 thru 20) 31 '-60' (Span 21 ) <br />Bent 15 thru q Bent <br />Bent 13 & Exp Jt Bent 14 Span Bent 21 Span Bent 22- <br />Edge of #9x20'-0"-- #9x14'-0" -#9x27 -0 #9x15'-0" #9 Cont & E_ X P t <br />#110 Cont #9 Cort- #qx31,-O­_j Edge of <br />Typ #9x27'-O" # 10 Cont <br />Slob, Typ <br />Slob, <br />� - -_ I I � t i i <br />� N # <br />> <br />V/1 <br />10'-0" 10'-0" 7'- 0 7'- 6 <br />0- v' SPAN 21 <br />SPAN 13 13'-- 6 '171-611 13'1 3'-6 <br />- 6 <br />REINFORCEMENT PLAN -TOP OF SLAB Frame 3 Bent 13 thru Ben' 22 <br />1 /4 1'-0 all - <br />CD Frame 3 = Bent 3 thru Bent 22 31 -6" (Span 21 <br />­041 111-10M.- > � Bent 22 <br />8 @ 39'-0" (Spars 13 thru 20) NO CHANGES Bent 21 Span <br />014 - #9 Cont # 9 Exp Jt <br />Bent 13 & Exp Jt Span <br />McHemy Ave Coftw Wfameortark Mood Splice with. #9- 'at ends <br />#9 Date Acwrftd Span -#7x26'-O Splice with #9 Cont- <br />-#9x35-6" Bent 14 Span a n AS -BUILT i I <br />E Splice with #9 Cont - I Edge of <br />---#9 Cont Rewent Engineer - Mourtao Rkwa, P.E. #7x23'-O" #8x35'-O" #10 Cont #7x2l'-O" <br />Edge of Strudure RepmegntetWe � DeWd Fnvm, P.E. Slab, Typ <br />01 a Slab, Typ #9x27'-O" #10 Cont Splice with #7x23'-O" Revisionsay ;)rPP%A;(C j.11.2WI <br />3.1 Q0 #8x35'-O" #9i <br />_1P i at ends <br />C14 <br />III i t - _� t <br />i I t --# i ° -- I t <br />t +II <br />� -- t t i I � � <br />_0 <br />M <br />Q) > <br />4-1 <br />V\ 4'- 0 <br />Ln 11-6 <br />301- <br />r-li7'_ 0 <br />< I­-W <br />0 17'-- 6 SPAN 21 <br />1__� s> 10)-Of) <br />2!1 SPAN 13 17 f 6)j <br />c- <br />C) NOTES: <br />1 For Deck Drain details, see "DECK DRAINAGE DETAILS - SPANS 1­21 sheet. <br />00 <br />C14 <br />NOTE: <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD REINFORCEMENT PLAN -BOTTOM OF SLAB 2. For Closure Pour Details, see 'SLAB REINFORCEMENT DETAILS NO. 1 sheet. <br />Q <br />0 DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. 1/4" = 11-07? <br />3. For CVIN F/O Conduit details, see "GIRDER DETAILS NO. 2" sheet. <br />SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE <br />SAN JOAQUIN COUNTY PUBLIC WORKS DRAWING <br />o DATUM: F <br />HORIZONTAL: H. SULLIVAN 09-29-16 ��I 2.S-132 <br />DRAWN: m <br />VERTICAL: <br />o N. CALDERONE 09-29-16 ORIN A. BROWN <br />0- 0 DESIGNED: OF <br />rn <br />0 > 0 1 2 AECOM Technical Services, Inc. McHENRY AVE CORRIDOR IMPROVEMENTS LU C48859 rn <br />0 = 0: No ;V <br />-7) :3 A I CHECKED: Z. ABAJIAN 09 — 29 —1 ro 2020 L Street, SLHte 300• Exp. 09­30-18 S-153 <br />'A 95814 (n INCHES Sacramento, C <br />C I V I L <br />C_ A T 916.414,5800 F 91�.414.1557 McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) <br />0 0 10 20 30 40 50 APPROVED: 0. BROWN 09-29-16 L\j rj SHEET <br />CIO I I I I I OF CAj.\1 <br />0 n FILE No. MILLIMETERS SLAB LAYOUT AND SECTION NO. 3 — SPANS 13-21 136 c)F-176 <br />