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IF <br /> interior Bearing Pad Exterlor Bearing Pa <br /> F Inside face <br /> Go/v Sheet Metal <br /> %6" thick, typ <br /> 2" all around t <br /> 2 ti #ll typ <br /> Abut <br /> 1-7 <br /> 3" Beaing <br /> r5 <br /> - - - - - - - - - - - - - --- - - - _ _ some and <br /> ed Polystys ene B0-13 -Bea <br /> 3 Leavel <br /> ' ' Bearing Pad /3-1 Level <br /> Face of Exterior <br /> Note: <br /> Shear Key <br /> #4 tot 4 Coat top of Bearing Pad <br /> with grease prior to <br /> #4 U 0 /8 ; , placing sheet metal. <br /> ' BEARING PAD DETAIL Finished Back Face of Abutment <br /> No Scale Grade <br /> or Retalning Wall <br /> ' <br /> F ; o Cap (typ), <br /> ' Concrete Barrier see Note B <br /> reinforcement drodna 3" Slotted Plastic <br /> Structure Detall "A" <br /> Pipe, See Note B <br /> 2-#4 Approach Geocomposlte <br /> tot 4 DroinTee Connectlon <br /> See Note A <br /> t 3" Unsl otted <br /> #4 La 18 /AW Plastic Plpe 3 <br /> outside face „ <br /> See Note B Detol/ B min <br /> LP LP <br /> # FLIJI <br /> 9 __l @ 9 #4 u Q /8 <br /> Inside face <br /> #4 92 18 ABUTMENT SECTION SECTION A— A <br /> outside face <br /> WINGWALL ELEVATION #4 tot 2 A A 1 <br /> Bond to <br /> A I FJlter fabric z Geocomposlte Droln <br /> wrap around Bond 6" to WIT <br /> wall. Cut hole l0 mil Polyethylene o <br /> - <br /> for 3 Az sheet <br /> lpe <br /> 7'-0" _ Level or sloped N <br /> 2 #4 —� SECTION F — F tawar L <br /> wall <br /> %2" _ /' I'-0„ Cement Treated <br /> Permeable Base a <br /> Abutment footing > <br /> reinforcement Extend abutment --- DETAIL A DETAIL "B" <br /> footing reinforcement I --- <br /> WEEP HOLE AND GEOCOMPOSI TE DRAIN <br /> 5'_0„ 4„ <br /> l'-O" D ALTERNATIVE TO BRIDGE DETAIL o <br /> Note 4C, I <br /> -1 Notes: <br /> A. 4" dla drains total 2 as shown on "Abutment Layout" sheet. <br /> %4" PL x Plpe OD Exposed wall drains shall be k'ocoted 3" above flnlshed grade. oCD <br /> +Y2" seal weld <br /> 4" c/r - typ a <br /> 2'-0" OD x %4" min wall thickness B. Geocomposlte droln, cement treated permeable base, and 3" dlo <br /> through 2'-8" dla opening See Detall U-3 slotted plastic pipe continuous behind retalning wall or abutment. W <br /> See Detall U-2 Cap ends of pipe. Provide "Tee" connection at each 4" dla droln. w <br /> 0 <br /> CD <br /> a <br /> CD <br /> pROFESSipyq� a <br /> DETAIL A DETAIL B REGID CIVIL ENGINEER �Q�O Fac C <br /> w <br /> 57t 5 o 2 w Jeff W. Olson m zo <br /> 3 �� = 1 NO Scale e For Notes and Detall s PLANS APPR VAL DATE No C42728 <br /> not shown, see QUINCY ENGINEERING, INC * Exp.3-31—Oa * a <br /> B7-10 3247 Ramos Circle sT <br /> Sacramento, CA 95827 - 2512 9TF OF CAUFO�� w <br /> Q <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE JACK TONE ROAD BRIDGE SHEET TOTAL <br /> A. eANCHEz 11 /200i COUNTY OF SAN J OAQU I N NO SCALE ABUTMENT AND OVERHEAD NO. SHEETS w <br /> J>% >% >% OL50N 5io2 12 . K I MAL 5/02 + ? /�i;2 '� ,1s�,�o DETAILS BRIDGE N0 , 29CI A.1 -041 1 25 41 I <br /> FILE NAME DRAWER JSHFET NO. 1 ACAD REVISIONS I DATE <br />