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78'--6" <br />41'-9" 3,-0„ 3 3'- 9 <br />Stage 2 Construction Closure Stage 1 Construction <br />23'-9" 18'-0" Pour <br />Line <br />Crown Line —a.- 00 <br />-1 'R� �p 0 C_ distribution <br />: 4- See Note 2 Reinf for Conc 4PP60 <br />Z) I UL U1 I 1=1 I I , see <br />einf for Conc �1311-62� "SLAB REINFORCEMENT Barrier Type 80 -2% -2% <br />-- ----- - Barrier Type 80SW DETAIL NO. I" sheet <br />( <br />- --------------- �--#10 Cont <br />To', 4 <br /># 10 Cont <br />t-#10 Cont Main slab Reinf Tot 4 Cast -in -Place Deck Drain, Typ 3/4 If Drip <br />Tot 4 SLAB SECTION SPANS 1- 3 Note: ReInf Conc Slab see Note 1 Groove, Typ <br />30'-6'$ = Span 1 <br />A bu t 1 <br />#09 Cont. <br />8 B <br />3/813 - 11-011 Piles, conc barrier, and sidewalk CVI N F/O 4 ft 0 Conduit,--- T <br />Frame 1 Abutment 1 to � Bent 4 not shown for clarity. see Note 3 Typ <br />2 @ 39'-0" Spans 2-3 <br />Bent 2 Span Bent 3 Span Bent 4 <br />VA A V <br />E 7'- 6 7'-6'0 7- 6 8 6 <br />oo NO CHANGES <br />PO I <br />13 -6" 13-6" 3'- 6 13'- 6 <br />0 <br />I WoW*" Avo Coft1w hipam w Pn:0x* <br />�0 <br />REINFORCEMENTDo% AaDqftd <br />— PLAN -TOP OF SLAB <br />0AS-BUILT <br />CN o" ROGHMM En~ - Marko FOMM, P.E. <br />OCT Struftry R0W1@K4*m - DwW Frwnoo, P.E. <br />C14 ftvw" my D.. F g N"w t zal <br />Frame 1 - Abutment 1 to Bent 4 <br />30'-6" = Span 1 2 @ 39'-0" = Spans 2-3 <br />E <br />I-_ <br />Cn Abut 1 Bent 2 Span Bent 3 Span Bent 4 <br />#7x2 V-0 #7x26'-O" & Exp it <br />> <br />#9 I_ x421-0)$ #8x44'-9" Edge of Slab, <br />#10 Cant 41-0f) Splice with #9 Typ #7x23'--O" #8x35'-0" ---# 9 x,3 5- 6 #9x27'-0" #9 x,3 1 0 <br />B B <br />Ln <br />and #9 <br />-- ----- --- A <br />liM <br />A <br />Q)i� <br />i - ��I - <br />Q) <br />C_ > <br />Ln <br />D <br />Ln <br />< <br />V <br />7'- 0 6 NOTES: <br />lot -off <br />1 For Deck Drain details, see 'DECK DRAINAGE DETAILI SPANS 1-21" sheet. <br />oo <br />C*14 I <br />CN NOTE: <br />2. For Closure Pour Details, see "SLAB REINFORCEMENT DETAILS NO. 1" sheet. <br />114- THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD REINFORCEMENT PLAN -BOTTOM OF SLAB <br />0 <br />0 DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />(.0 1/4$; = 11-019 3. For CVIN F/0 Conduit details, see "GIRDER DETAILS R.O. 2" sheet. <br />_# SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE SAN JOAQUIN COUNTY PUBLIC WORKS DRAWING <br />C: <br />0 DATUM: <br />U HORIZONTAL: H. SULLIVAN 0929 <br />. --115 S-130 <br />VERTICAL <br />C- DRAWN: AECOM <br />: <br />C I N. CALDERONE 09-29-16 U). ORIN A. BROWN OF <br />0 DESIGNED: <br />0 2 AECOM Technical Services, Inc. McHENRY AVE CORRIDOR IMPROVEMENTSa N 0. C4W <br />09- 18 S-153 <br />1 Z. ABAJIAN 09-29-16 2020 L Street, Suite 300 Exp. <br />I CHECKED: Sacramento, CA 95811• %P <br />INCHES o), CfV1 <br />T 916.414.5800 F 916.414.1557 McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) SHEET <br />0 10 20 30 40 50 APPROVED: 0. BROWN 09-29-16 Or. CA0'13 <br />Ln <br />FILE No. 134 c>F- 17 6 <br />MILLIME4RS SLAB LAYOUT AND SECTION NO. I -- SPANS 1-3 <br />