Laserfiche WebLink
E <br />CD <br />co <br />CD <br />CN <br />OCT <br />CN <br />Q. <br />CU <br />Cn <br />Cn <br />M <br />ry <br />Cn <br />L <br />C_ <br />00 <br />CN <br />C'-4 NOTE: <br />V) <br />Q) <br />Q) <br />C: <br />U <br />U <br />C_ <br />Q) <br />Cn <br />Cn <br />E <br />E <br />-i� <br />.!:— <br />Q) <br />Cn <br />4C� <br />Q) <br />V) <br />0 <br />En <br />0 <br />(n <br />CD <br />0 <br />00 <br />Limits of Joint Seal <br />(Low Side of Deck) <br />SEAL INSTALLATION <br />End of concrete barrier 3/4 1 '-0" <br />,,—Concrete Barrier <br />V/1 1 <br />a <br />ELEVATION A -A <br />3/411 - 11-01) <br />2 <br />CV <br />1 /2" <br />CIr <br />DETAIL D <br />1 It = 1'-0" <br />r- <br />t. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />C:) <br />DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />SURVEY REVISION DESCRIPTION <br />C: <br />0 DATUM: <br />C: c- <br />0-0 <br />0 <br />0 <br />A <br />Co <br />tT <br />A <br />FILE No. <br />Edge beam for joint <br />seal not shown <br />Limits of Joint Seal <br />(Low Side of Deck) <br />#5 X 8'-0" Tot 4 <br />Each side of joint <br />#3 X V-0" Tot 4 <br />Each side of joint <br /># 4 <br />6 <br />6" <br />6A <br /># 4 <br />#5 <br />I� l � <br />NOTE: Reinf shown is in addition <br />to Slab Reinf. <br />X <br />SECTION 13-13 <br />3/41% P-01) <br />Box Girder Slab <br />11110- <br />�i <br /># 4 <br />See "Detail D" -.00 x 11110- a ---a next' + + rBO --- 5� <br />21-Opt <br />#4 - 1'-6 <br />----- �=l @ 6 <br /><> 6 <br />Optional <br />Const Jt Location <br />1 1/2" x 6" <br />Key in overhang 2- 6 <br />�11AJoint seal assembly <br />blackout <br />BY DATE SCALE PREPARED BY <br />HORIZONTAL: DRAWN: H. SULLIVAN <br />VERTICAL: DESIGNED: J. FREKING <br />0 1 2 <br />1 1 INC I HES I I CHECKED- N. CALDERONE <br />0 10 20 30 40 50 APPROVED: 0. BROWN <br />I I I J 1 1 <br />MILLIMETtIRS <br />f11 r- I,/ " 0 �5-2 <br />-ff J <br />SECTION C-C <br />3/41f =­1 $_071 <br />/I V <br />DATE <br />09-29-16 <br />09-29-16 <br />AECOM Technical Services, Inc. <br />09-29-16 <br />2C20 L Street, Suite 300 <br />Sacramento, CA 95811 <br />09-29-16 <br />T 916.414.5800 F 916.414,1557 <br />0 <br />0 <br />_k <br />Z4-/ F-6--Tk <br />— — — — — — — — — — — — — — — -- — <br />II I <br />C <br />< <br />- — — — — — — — — — - <br />B �'—Concrete Barrier <br />L Edge of Deck <br />PLAN - DECK JOINT <br />3/4$1 - q , J -0" <br />NO CHANGES <br />McHenry Ave Corridor bripinweirranit PrcJeot <br />Date Accepted <br />AS -BUILT <br />Res -dent Engineer - Mwincio Rivwa, P.E. <br />Structure Representative • David Franco, P E <br />Rewix,nsRy June 3, 2021 <br />DECK OVERHANG AT HINGE <br />NO SCALE <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />McHENRY AVE CORRIDOR IMPROVEMENTS ORIN A. BROWN <br />o. C4N59 <br />41 Exp. 09-30-18 <br />McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) C I V1 L <br />OF' CALki <br />JOINT SEAL HINGE DETAILS <br />DRAWING <br />S-149 <br />0 F <br />S-153 <br />SHEET <br />153oF-176 <br />