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(D <br />C14 <br />CD <br />I <br />CU <br />0 <br />N <br />0 <br />n <br />a) <br />E <br />i= <br />0 <br />v� <br />m <br />a) <br />ry <br />/ <br />a) <br />c- <br />U <br />/ <br />0 <br />0 <br />U <br />L <br />a� <br />U <br />0I <br />N <br />Edge of Deck / \ <br />-00 <br />/-- Detail 1 <br />see Note 1 <br />30-5 OR (BO-5 _ _ 30-5 <br />5 110 5 111 5 111 <br />OBTUSE CORNER DETAIL <br />1 /4" = 1 '-0" <br />Seal <br />'ut <br />See Note 1 <br />—Joint Sea <br />BIockout <br />------------- <br />Edge of Deck —� <br />Bent 25 B0-5 OR 0-5 _ 0-5 <br />"'�15-0 5-11 5—ACUTE CORNER DETAIL <br />1 /4" = 1'-0" <br />Any alternative anchors to br <br />proposed for agency <br />consideration. <br />I I <br />I I <br />1 /2"0 x 4" Self <br />I I <br />tapping screw <br />I I <br />� I <br />Bottom of box girder <br />R 7 1 /2" xr7_T1 I overhang or slab <br />1 1 /2" x 1/4"' JJ L_Galy J channel <br />4---------------------------- /\ <br />--————_--————————— <br />4"0 NPS Galt' i `,1 /4" Galy <br />metal conduit A i metal strap <br />CV N SUPPORT DETAIL <br />6„ = 1 ' —0" <br />� CVI N <br />1 /2" 0 x 4" Self <br />tapping screw, Typ_..__ <br />F- <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I III <br />t 7 1 /2" x r7= <br />1 1 /2" x 1 /4" -_�_ _ <br />4"0 NPS Galy <br />metal conduit <br />3/8"0 thread rod with <br />2 nuts and washers <br />no gap <br />here <br />01 <br />SECTION A —A <br />6" = 1'-0" <br />NOTE: <br />THE CONTRACTOR SHALL VERIFY <br />ALL CONTROLLING FIELD <br />0 <br />C) <br />DIMENSIONS BEFORE ORDERING OR <br />FABRICATING ANY MATERIAL. <br />/ <br />c <br />SURVEY <br />REVISION DESCRIPTION <br />BY DATE SCALE <br />PREPARED BY <br />o <br />DATUM: <br />3 <br />U <br />HORIZONTAL: <br />DRAWN: H. SULLIVAN <br />VERTICAL: <br />J. FREKING <br />0 1 <br />DESIGNED: <br />2 <br />O — <br />e� Add Intermediate Pull Box Alignment <br />DF 6/$/2018 I I I ° <br />I CHECKED: Z ABAJIAN <br />� <br />INCHES <br />10 20 30 4' <br />50 APPROVED: 0. BROWN <br />U <br />J <br />FILE No. : <br />_ <br />� <br />_ _ MILLIMETERS <br />EOD <br />9" Min <br />am­ <br />F-1 <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />_` --v— "`rY`r — B o L-i_ (,rrr -a-. f. vt., girder <br />overhang or slab <br />�`--Galt' J channel <br />�— LCI rnri <br />3/ 8"'0 LI lrCCu , ��, with <br />`2- nuts and washers, Typ <br />1 /4" Galy <br />metal strap <br />NOTES: <br />1. Extend alternate top transverse reinforcement 1 '-6" into end <br />diaphragm. Terminate remaining transverse reinforcement 3" from face <br />of end diaphragm. <br />2. Reinforcing bars may be adjusted as necessary to accommodate <br />installation of joint seal assembly upon approval of the joint seal <br />assembly shop drawings and as directed by the Engineer. <br />3. For Detail 1, see "GIRDER DETAILS NO. 1" sheet. <br />(Dj 4. For CVIN line, place intermediate pull boxes at 400'-0" maximum <br />T spacing. <br />/ 7�i <br />Intermediate Box Detail <br />No scale <br />\ 2" overlap <br />Bent 25 All bends need minimum radius of 18". Limit single <br />angle changes to 22 degrees due to large number of <br />bends between wingwall boxes. <br />-- Abutment 1 <br />CVIN F/0, <br />see "ROAD PLANS ---' <br />L � <br />Pullbox <br />x R,. minimum <br />Metal conduit attached to abutment <br />wingwall with 1 /8"x1 1 /2" strap brackets ` <br />and 2— 1 /2" metal expansion anchors <br />at 6'-0" Max. All metal to be galvanized.---- <br />EY -Y '� Y Y-Y Y-`Y _Y -Y��f <br />Install box outsidpermanent fill. <br />CVIN E/O ELEVATION <br />ABUTMENT 1 <br />1/4" = 1'-0' <br />CVIN F/0 <br />Conduit, see <br />"ROAD PLANS" I 1 <br />McHenry Ave Corridor Improvement Propj.,ii. <br />AS -BUILT <br />Resident Engineer - Mauricio Rivera, P.E. <br />Structure Representative - David Franco, P.E. <br />Revisions By 9/28/2021 <br />DATE <br />09-29-16 <br />�L=Com <br />09-29-16: <br />AECOM Technical Services, Inc. <br />09-29-1 <br />6 <br />2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />09 <br />—29 —16 <br />T 916.414.5800 F 916.414.1557 <br />—� Abutment 26 <br />I <br />I I I <br />Lq_1 Lq1 <br />CVIN E/0 ELEVATION <br />1 ABUTKd ENT 26 <br />1 /4„ = 1 ,-0' <br />f=J <br />L,L-L <br />man <br />hole,. <br />Pullbox Deleted from this location. <br />.Y.�LVI �, 1_II it attached to abutment <br />wingwall with 1 /8"x 1 1 /2" strap brackets <br />and 2— 1 /2" metal expansion anchors <br />at 6'-0" Max. All metal to be galvanized. <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />F <br />N1 <br />� , Ft' <br />A. BROWN <br />HEN111 E 11 <br />' N GRIN o. C48859 rM C 1( A�/ C011 11 D�OR IMPROVEMENTS n <br />• * Exp.09-30-18 *� <br />MCHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) s� CIVIL <br />9lf OF CL\Eo�� <br />GIRDER DETAILS NO. 2 <br />DRAWING . <br />S-140 <br />OF <br />S-153 <br />SHEET <br />1440F176 <br />