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11 <br />'go <br />i <br />C- <br />Ln <br />0 <br />0 <br />Q <br />Qa <br />Col <br />CV <br />N <br />0 <br />0 <br />i <br />c <br />0 <br />c s <br />p- 0 <br />a. <br />0 <br />D <br />V) <br />0) <br />Varies <br />Note: Stage 2 Construction <br />Piles, Conc barrier, and <br />sidewalk not shown for clarity. <br />s <br />Reinf for Conc - <br />_ Barrier Type 80SW - <br />2-# 10 -~ <br />i <br />'�• • • • • <br />,)• ••• ;7 <br />2 - # 10----"' <br />#11 12 "0 Main -#10 Cont <br />Drain Pipe <br />�0 12'-0,9 <br />#8 @ 12 <br />171 <br />Signal Pole <br />1-A, see <br />"MISCELLANE <br />DETAILS" sh <br />#11 1 @ 6 <br />Parallel to f <br />Signal Pole <br />29-5--100, <br />"MISCELLANE <br />DETAILS" sh, <br />Edc <br />q Bent <br />Edge of <br />see Note 2 - V <br />Note: <br />Concrete barriers and sidewalk Reinf <br />not shown for clarity. <br />NOTE: <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />SURVEY I REVISION I DESCRIPTION <br />DATUM: <br />FILE No. : <br />18'-0" 3'-0" Varies <br />Stage 2 Construction C o s u re Stage 1 Construction <br />--"M" Line <br />#5 Cont <br />'-Cast-in-Place <br />For Transverse and Reinf Conc Slab <br />Distribution Reinf, see <br />"SLAB REINFORCEMENT <br />DETAIL NO. 1" sheet <br />B #5 @ 12 Transverse Reinf <br />Pnrnllrzl to (2 Rangy- ici <br />f <br />�----#5 Cont @ 12 <br /># B <br />Perpendicular to � Bent 25 <br />DOTES: <br />1 <br />2 <br />3 <br />Pour Closure Pour <br />Crown Line -- see Note 4 <br />#5 .#5 Cont <br />I 2-#10 <br />N2� ( Top only <br />-Z4 <br />�-_ice-�i._ i�-��• - <br />• � �i� M i-i�T��..i_ �-i-i-�i �ii�i i-i7i �-i� �i-i-i�.' i_ <br />SECT ION A — A 2-# 10 # 10 Cont 12"0 Main Drain Pipe <br />1 /4„ 1 ) _ 010 <br />-- "M" Line <br />SLAB TOP REINFORCEMENT AT SPAN 25 <br />1 /4" - 1'-0" <br />#5 I Tot 3, <br />perpendicular <br />to Bent 25 <br />K1-4- <br />Longitudinal reinforcement shall be placed parallel to "M" Line or perpendicular <br />to � Bent 25 UON. Transverse reinforcement shall be placed parallel to � Bent 25. <br />For CIP Box Girder details and CVIN Support details, see" GIRDER DETAILS NO. 1 and GIRDER DETAILS NO. 2" sheets. <br />For Expansion Joint details, see "JOINT SEAL ASSEMBLY" sheet. <br />BY I DATE I SCALE I. PREPARED BY I DATE I 1 <br />HORIZONTAL: <br />VERTICAL: <br />0 1 2 <br />I I I I i <br />INCHES <br />110 210 30 40 50 <br />MILLIMETERS <br />DRAWN: <br />H. <br />SULLIVAN <br />DESIGNED: <br />N. <br />CALDERONE <br />CHECKED: <br />Z. <br />ABAJIAN <br />APPROVED: <br />O. <br />BROWN <br />09-29--16 <br />09-29-16 <br />09-29-16 <br />09-29-16 <br />AECOM <br />- Q- <br />AECOIVI Technical Services, Inc. <br />2020 L Street, Suite 300 <br />Sacramento, CA 95811 • <br />T 916.414.5800 F 916.414.1557 <br />i <br />0 <br />Cro <br />w� <br />I V <br />�`----#5 Cont @ 12, "Tot 18 <br />Perpendicular to q Bent 25 <br />see Note 7 <br />Reinf for Conc s <br />Barrier Type 80 <br />CVIN F/O 4"0 Conduit <br />5 Cont @ 12 <br />Parallel to "M" Line <br />NO CHANuES <br />2 - # 101 <br />�--#10 <br />3/4" Drip <br />Groove, Typ <br />6" <br />Ty p <br />ransversE <br />el to <br />�J <br />54t 26 <br />i <br />of SIOL <br />De 1 -A, <br />� EOUS <br />4. For Closure pour details, see "SLAB REINFORCEMENT DETAILS NO. 1 " sheet. <br />5. For Section 'B--B', see "SLAB REINFORCEMENT DETAILS NO. 1 " sheet. <br />6. For Curve Data, see "STRUCTURE PLAN NO. 3" sheet. <br />7. Place #5 main reinforcement below transverse bars where indicated. <br />SAN JOAQUIN COUNTY PUBLIC WORKS ,* DRAWING <br />4,4 <br />G h 4•� <br />A. BROWN <br />HENRY AVE CORRIDOR IMPROVEMENTS <br />N oRIN C48859 <br />• 'REPLACE) <br />*� Exp. 093Q-18 <br />McHENRY AVE BRIDGE OVER STANISLAUS RIVER `REPLACE) CIVIL� <br />'rF of CAloi <br />SLAB LAYOUT — TOP REINFORCEMENT — SPAN 25 <br />S-133 <br />OF <br />S-153 <br />SHEET <br />137oF-17E <br />