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0 <br />E <br />7� <br />U0 <br />"n <br />"in <br />Q) <br />Q) <br />C_ <br />U) <br />00 <br />Main Slab Reinf, see <br />o "SLAB LAYOUT AND <br />C SECTION NO. 1 Bent BAR SPLICE LENGTH <br />#4 Bar chairs @ 3'-O"± 6" Stop transverse <br />SPANS 1-3" sheet BAR SIZE #4 #5 #6 #7 #8 #9 #10 # 11 <br />Transversely and 3'-9"± slab Reinf (Typ) <br />Abut 1 CP Bent Cap Reinf, see <br />I Longitudinally, see "Bar <br />0 ALL BARS, EXCEPT TOP BARS l'—.9" 2'-2" 2'-7" 3'-5" 4'-5" 5'-6" 7'-1" 8'-9" <br />Chair Detail" "TYPICAL SLAB BENT <br />DETAILS" sheet—," #5 @ 15 TOP BARS 21--6" 31-0"? 31-9 2, 41-911 6t-2" 71-11"91-11"121-411 <br />r\ ja\ a <br />#7) REINFORCEMENT NOTES: <br />For Abut 1 Reinf, <br />see "ABUTMENT 1 <br />LAYOUT" sheet <br />2 3/8" <br />1. Lop splices in top and bottom main bars can only be located within 0.2L to 0.31- from 4 <br />#5 @ 12 Distribution Reinf 0 — the centerline of the bents. A service coupler splice can be located anywhere in the span. <br />2. Spacing of all transverse bars is measured along q of bridge. <br />T i <br />Y PICAL LONGITUDNAL SECTION <br />1/2)) - 1y-011 <br />Main slab Reinf <br />Transverse #10 Moir slab Reinf <br />Reinf <br />---3/4 Fillet, Typ <br />Ln <br />C <br />00 <br />I N Cn <br />Distribution J #10 Mai-, slab Reinf <br />R e i n f Main slab Reinf <br />EDGE OF SLAB <br />1 rr - V_0" <br />2)-0" � Bent 22 - <br />#5 @ 12 <br />#5 @ 12 Detail 1 <br />2 0 <br />t5 12 <br />19 Y50/1 <br />#5 @ 12 <br />#5 Tot 12 <br />Ent— <br />rl- <br />C14 NOTE: <br />0 <br />1.4- THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />0 <br />DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />SURVEY REVISION DESCRIPTION <br />:3 <br />0 DATUM: <br />U <br />C- <br />0 <br />0 <br />-5_3 <br />A <br />V) <br />V) <br />C), <br />0 FILE No. <br />I'/-- <br />3. Place all transverse bars parallel to q of bent, except for span 25. For details see "SLAB <br />LAYOUT — TOP REINFORCEMENT — SPAN 25" and "SLAB LAYOUT — BOTTOM REINFORCEMENT <br />— SPAN 25" sheets. <br />Stage 1 Const <br />Stage 2 Const <br />(BO-5 <br />Service splice Lap splice <br />0d w <br />00 Main slab Reinf, see 00 <br />"SLAB LAYOUT & <br />SECTION NO. 1" <br />sheets <br />Bent cap slab Reinf, 3, -0" <br />see Longitudinal Section ­116 NW- <br />ELEVATON @ CLOSURE POUR <br />FOR BENT CAP RE�NF <br />111P = 1 !_0" <br />Typ distribution Reinf, <br />see Longitudinal Section <br />ELEVATION @ CLOSURE POUR <br />FOR DISTRIBUTION REINFORCEMENT <br />1 P) - 1'-Ott <br />Const <br />SECT <br />ON B-B <br />1/2" = 1 Y-O" <br /># 10 Cont, Tot 4 <br />Stage 2 Const <br />J t <br />Bent 25 -- <br />1 1 6;0 <br />NO CHANGES <br />DRAWING <br />S-135 <br />OF <br />S-153 <br />SHEET <br />139 oF-176 <br />11 -In font, ICIL 9- <br />#4 B a r -----a- I <br />BAR CHAIR DETAIL <br />1 1/2" = V-0" <br />McHenry Ave comift Wvn7mrrwft Project <br />Date Accepted — __ _ <br />AS -BUILT <br />Ressaent Engineer - Moundo Rhwa, P <br />Structure RePreventedw - DrM Franco, P E. <br />Rwisione By V, F W N '4*0 jung 8, 2021 <br />E. <br />Main slab Reinf, see <br />"SLAB LAYOUT & <br />SECTION NO. 1" <br />sheet <br />q Abut 26---P-- 1 <br />Detail 2 - `Qw- <br />Main slab top Reinf, see I <br />#5 @ 12 -- -----CIP Conc Slab #5 @ 12 Transverse SLAB LAYOUT - TOP <br />REINFORCEMENT -SPAN 25" sheet <br />U_ <br />2 <br />#5 1 @ 12 <br />#5 Tot 12 <br />Bat <br />REINFORCEMENT -SPAN 25" sheet 'Bar Chair Detail' or-, "SLAB <br />REINFORCEMENT DETAILS NO. 1" sheet <br />_j <br />2 Vain slab <br />Reinf, see #4 Bar Chairs @ 3'-O'± Transversely Const. it <br />#57—@ 12 #5 @ 10 Distribution "SLAB LAYOUT - BOTTOM and 4'-O"± Longitudinally, see <br />#5 <br />BY DATE <br />(N ftf <br />0 <br />I <br />SCALE PREPARED BY <br />HORIZONTAL: DRAWN: H. SULLIVAN <br />VERTICAL: <br />DESIGNED: N. CALDERONE <br />0 1 2 <br />INC I <br />CHECKED: Z. ABAJIAN <br />0 10 20 30 40 50 APPROVED: 0. BROWN <br />I I <br />i l <br />INCHES <br />I! <br />MILLIMETERS <br />FALSEWORK RELEASE NOTES: <br />Alternative 1: <br />Falsework shall be released as soon as permitted by the <br />specifications. Closure pour shall not be placed sooner than 60 days <br />after the fa!sework has been released. <br />Alternative 2: <br />Falsework shall not be released less than 28 <br />after the lost <br />days <br />NOTES •: concrete has been placed. Closure pour shall not be placed sooner <br />than 14 days after the falsework has been released. When Falsework <br />1. For 'DETAIL 1" and "DETAIL 2', see Release Alternative 2 is used, camber values are 0.75 times those <br />"SLAB REINFORCEMENT DETAILS NO. 2" sheet. shown. <br />DATE a Q At.. SAN JOAQUIN COUNTY PUBLIC WORKS <br />AAHCOM .0 <br />09-29-16 <br />ORIN A. BROWN <br />09-29-16 No. <br />AECOM Technical Services, Inc. McHENRY AVE CORRIDOR IMPROVEMENTS C48859 <br />09-29-16 2020 L Street, Suite 300 •Exp. 09-30-18 <br />Sacramento, CA 95811 McHENRYAV' BRIDGE OVER STANISLAUS RIVER (REPLACE) <br />CIVI <br />09-29-16 T 916.414.5800 F 916.414.1557 OF \i <br />CA <br />SLAB REINFORCEMENT DETAILS NO. 1 <br />Stage 1 Const <br />