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80 <br />(C. <br />Ge <br />80 <br />pig <br />T <br />Outlets <br />F <br />Top of slops <br />Outlets <br />TYPICAL PLAN <br />-�� H <br />SECTION E -E <br />NOTE; Bends and junctions in 80 mm <br />plastic pipe are 750 mm radius min. <br />STANDARD DRAWING <br />DA 4/23/98 DESIGN air "'"f -PALLS' === B. THOR" <br />DW AIL4 w R. Y.L -Mrux <br />S. TXORffi. <br />xs3-110 s..r,. ax a� 15r.� DR ••� 4/ea <br />DS OM 2147A OWWC) (RSY. 2/25/97) <br />LUA <br />Orr= CHM <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />B. GREEN 1/06/06 D. PECCHIA 1/06/06 M. KANAAN 1/06/06 <br />W�°►I SridyL�-;Irs <br />'lastic pipe (Slotted) <br />,d <br />Geocomposite 80 mm (3") Plastic pipe <br />aws�w _ <br />CANTILEVER WINGWALL <br />SECTION F -F <br />® MODIFIED 9/08/05 BY MRO <br />MRO ENGINEERS INC. AND CUUNIY OE SAN <br />JOAQUIN OR ITS OFFICERS OR AGENTS SHAL1_ NOT <br />BE RESPONSIBLE FOR THE ACCURACY OR <br />COMPLETENESS OF ELECTRONIC COPIES OF THIS <br />PLAN SHEET. <br />Cap end <br />End of <br />Approach Slab <br />80 mm (3") Plastic <br />pipe (Unclotted) - <br />0-0 <br />roi <br />Drainage pad - - <br />(Minor concrete) - <br />STATE OF <br />CALIFORNIA <br />DEPARTMENT OF TRANSPORTATION <br />DIST. I COUNTY ROUTE KILOMETER POST SHEET TOTAL <br />TOTAL PROJECT I NO. SHEETS <br />QRO�q� <br />I• '-e . _4; -4 us 'A Z10 I I 1-4 i <br />y <br />w �ri <br />O: <br />NO. <br />PLANS APPROVAL DAT& +` RNP. <br />nw X& d Cdl mft ar As of0- w marts CIVILdmdl wt be reqms&b for the �wy or �a <br />4p Q� <br />d coold 1. WISS ks& For~ cnt�Fo <br />9.0 mN(30')—Lim1ts of Geocomposite <br />WOMAN, —See "Drainage <br />pipe (Slotted) 00, <br />OA 40 00 <br />Geocomposite <br />drain <br />Filter fabric <br />D p <br />p 80 mm (3") Plastic <br />p pipe ( Slotted ) <br />_ TPB <br />D p <br />0 <br />fabric <br />0 mm (3") Plastic <br />pipe ( Slotted ) <br />_ TPB Top of abutment <br />or retaining <br />gall footing <br />100 (4w) 300 100 <br />(4"} 300 (1'} (4'� <br />(1) <br />WITHOUT FOOTING WITH FOOTING <br />DRAINAGE DETAILS <br />BRIDGE NO. <br />DIVISION OF <br />ENGINEERING SERVICES KnME ER POST <br />os CHUL BCMA IN mr................................................ *1.......I...... 'I ......... I CU <br />An IMMUM FLAILS O 10 20 30 0 60 W W eO 90 100 EA <br />WILSON WAY BRIDGE NO. 29C-048 REHABILITATION M 4 M2 02 Plaza Engineers, <br />DriInc <br />ACROSS STOCKTON DIVERTING CANALdr% Rocklin, CA 95765 <br />Phone (916) 783-3838 <br />Fax (916) 783-5003 <br />SUBMITTED DATE APPROVAL RECOMMENDED DATE SCALE www.mroengineers.com <br />— ar <br />�u e '°.,' ENGINEERING - PLANNING - SURVEYING <br />r <br />NO SCALE <br />ALL DIMENSIONS ARE IN <br />MILLIMETERS UNLESS OTHERWISE SHOWN <br />THE CONTRACTOR SHALL. VERIFY ALL CONTROWNG <br />FIELD DIMENSIONS BEFORE ORDERING OR <br />FABRICATING ANY MATERIALS. <br />WILSON WAY BRIDGE NO. 29CO048 REHABILITATION <br />AT STOCKTON DIVERTING CANAL <br />STRUCTURE APPROACH DRAI A E DETAILS <br />x6v®oH nszss t�.om..re,r er.ae ion. i �. <br />DISREGARD PRINTS HEARING <br />F.ARLIKR REVISION DATES ---n <br />STRUCTURE APPROACH <br />DRAINAGE DETAILS <br />k4H8S7' OF <br />21 1 22 <br />A <br />I <br />A <br />11 <br />SHEET NO. <br />21 <br />OF <br />22 <br />