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Bent <br />#51 <br />4'- 2 <br />(Alt hooks) <br />Note: earanctoFor details not shown, see SECTION C-C man <br />cap Reinf <br />'SECTION A --A'. 3/4„= I '-0" <br />Ben', <br />• • • j / • � - - /jam <br />I / <br />- ----------------------- ----- <br />b <br />#5. <br />4,-2„ <br />(Alt hooks) <br />Note: <br />For details not shown, see <br />SECTION 13-13 <br />'SECTION A --A. 3/411 = 1'-0" <br />LEGEND: <br />\\\\ Indicates Expanded <br />olvstrene <br />Stage 2 Construction Stage 1 Construction Indicates Joint Seal <br />EOD Bottom Reinforcement Top Reinforcement///��Assembly EOD <br />, <br />#7 "M" Line Crown Line- <br />#10, Typ Detail 1 <br />Bent I <br />s_ --- T--,- - --�--- C - - <br />-' <br />A V <br />-7 3 <br />BrgV-10" Bent <br />Pile <br />2'_ 6 Z <br />Joint Seal Assembly, #5 1 1 <br />see Note 4 _C14 @ 12 1 <br />5 j -0 #7 4'- 0 @ 9 <br />n slab Reinf, #7@ 9 Main siab <br />Note 2 Reinf, see <br />�-Const it Note 2 <br />Lribution slab <br />nf, Typ <br />Note 6 00 <br />#7 @ 9 <br />*7 7/8" <br />(� 1 <br /># 10 Tot 8 <br />#5 #5 Tot 4 <br />4 -b Tot 2 <br />IN <br />If (Alt hooks) #10 Tot 8 <br />2" Cir <br />Column Reinf, GYP <br />see Note 1 3'-0" 3'--0" <br />SECTION A -A Clearance to <br />3/4" = 1 1-011 main cap Reinf <br />E ir 3@9 (9 13@9Ij @2- 3@9 3@9@9 3@9 @9 3@9 39 3@9@9 (9 9 (99 1�(9 Ij 9 (9Ij 911-1 3 2'- 0 21-3) 0 2'-3, Z-0 2 1-31V 2'-0 2,-3„ 2'- 0 2'- 3 2'-- 0 2- 3 2'-0 2'--3' 2 1-09 2--- 3 2'- 0 <br />66 <br />0 <br />PLAN <br />1/401 - V_0" <br />CN <br />0EOD—End of Bent Cap Line Crown Line End of Bent COP----*-EOD <br />C14 <br />0- 9..- Stage 2 Construction Stage 2 Construction Closure Stage I Construction 9" <br />Q) <br />Depressed Key -4 1 2 Brg PodTypu r <br />2' , , @ <br />E 1'_9fX,31-011X611, Typ C see Note 7 Slab <br />5'- 1 1/2 18'--7 1/2" 7'-7 1/2" 17'- 6 <br />slab <br />f T <br />T -#5(, yp op osa <br />CN #5x1'--3" #4 ILI -Main Bent Cap Reinf <br />Tot 4 per key Tot 3 per key <br />f <br />McHer" Ave Ca"Mix h7vrova"o Pmod <br />Dote Aco"ilind <br />AS -BUILT Stage 2 Coast Stage 1 Const <br />Resident Engineer - Mourk3o Rkons, P. E. <br />Structure ReprowtMin - DrA From, P.E. <br />Revise" aw, D Ft "-je't" 8,2021 <br />Lop splice or <br />service splice <br />allowed, Typ---11 Const it with <br />> V-0 It x1 1/2" <br />keys over 50% <br />of area <br />ILL, <br />Tot 8 @ Top, <br />#10 Cont <br />Tot 8 @ Bot <br />DETAIL 1 <br />3/4 $1 = 1'-0" <br />W I <br />Its INOTES: <br />M <br />or 24" Octagonal PC/PS Piling details, see "COLUMN & PILING DETAILS NO. <br />Q) 1 sheet. <br />Ft <br />LT <br />L <br />ry <br />_*22 4 <br />2. For CIP Slab reinforcement, s "SLAB LAYOUT AND SECTION NO. 1 SPANS <br />see �% <br />Q) it Bent cap <br />Q) Coast Octagonal <br />C_ Bent Cap <br />#5 Typ i i . I C 1 -3" sheet. <br />-MOB Piles, Typ <br />@ Depressed <br />see Note I <br />#5 Key 3. Stirrups to be placed perpendicular to and spaced along of bent. <br />4'-2" @12 @12 @12 @12 @11 2 @12 @12 @12 @12 @12 <br />- ------ 111- 4. For Joint Seal Assembly details, see "JOINT SEAL ASSEMBLY" sheet.. <br />@ Bent Cap <br />< <br />A #5 @12 @ 12 ®12 ®12 @12 @12 (912 @ 12 @12 5. One stirrjp per key has shortened legs to fit under depressed key. <br />------ <br />LJ <br />Q) <br />4'- 611-I6. For Distribution Slab Reinforcement, see "SLAB REINFORCEMENT DETAILS NO. <br />U I 1 " sheet. <br />M I Tot 2, per Column ELEVATION Note: Conc barrier and <br />00 of sidewalk not shown for clarity. <br />C14 NOTE: 1/411 = V-0 7. For Bearing Pad details, see "BENT DETAILS NO. 3" sheet. <br />o <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING <br />ING FIELD <br />0 DIMENSIONS BEFORE ORDLRING OR FABRICATING ANY MATERIAL. <br />4_4 SURVEY REVISION DESCRIPTION <br />0 DATUM: <br />ca <br />CY <br />0 <br />A <br />0 FILE No. <br />BY DATE SCALE PREPARED BY <br />HORIZONTAL: DRAWN: H. SULLIVAN <br />VERTICAL: 0. BROWN <br />DESIGNED. <br />0 1 2 <br />1 1 INC i INCHES I CHECKED: Z. ABAIIAN <br />0 <br />I I I 1I I0 20 30 40 50 APPROVED: 0. BROWN <br />MILUME41RS <br />DATE <br />PQ At. <br />09-29-16 <br />AEM <br />CO <br />C, <br />0 <br />09-29-16 <br />AECOM Technical Services, Inc. <br />09-29-16 <br />2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />09-29-16 <br />T 9116.414.5800 F 916.414.1557 <br />8. For additional details, see "SLAB REINFORCEMENT DETAILS NO. 2" sheet. <br />SAN JOAQUIN COUNTY PUBLIC WORKS DRAWINC. <br />S­121 <br />ORIN BROWN 0 F <br />MCHENRY AVE CORRIDOR IMPROVEMENTS qN* A. o C4885 <br />* Exp. 09- -18 S-153 <br />McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) civi SHEET <br />or cp,%_\F <br />BENT 4 & 13 LAYOUT125oFr176 <br />