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8" 0 WSPN C Bearing <br /> (from deck drain) <br /> Pipe <br /> han er Typical Drainage Component Installation Sequence: <br /> g A <br /> I Install componentsAO © © and OD <br /> B Il Weld all connections <br /> �i <br /> D E y�J 111 Connect component © to @ with component OE <br /> Legend: <br /> C <br /> Top of cleanout . (ijP� C ® Deck Drain, Type D-2 <br /> Provide cleanout See "Hopper Detail " Soffit <br /> 2/ © Pre-formed Bend <br /> elbow, typ 8" 0 WSP DRAINAGE PIPE SYSTEM SCHEMATIC © Pre-fabricated "WYE" Branch <br /> Bent #! %4" x 3" steel strap ll" <br /> l0" 0 x 0.135" WSP 1'-4" <br /> No Scale O Straight Alpe <br /> 3 ' typ End diaphragm O Sleeve coupler <br /> AC slope ditch, <br /> see "Road Plans" <br /> Note: <br /> Unless noted otherwise all pipes shall hove a <br /> B B minimum slope of 2% along direction of flow <br /> N <br /> 0 = diameter <br /> I <br /> - - - - - - - - - - - End of 8" 0 WSP <br /> � --------- 3 „ Wall <br /> 18 <br /> L4 Lj ------------ YP <br /> C %2" 0 concrete <br /> �Q <br /> SECTION A — A sent E /4 x 3„ \A expansion anchor <br /> L No Sca/e steel strap �' \ti \\� I �2„ <br /> %2” 0 concrete Front face <br /> A l0" 0 x 0.135" WSP expansion anchor typ of abutment <br /> Bent f %4" x 3" <br /> steel strop, typ Front face of abutment /0" 0 x 0.135" WSP <br /> 8" 0 x 0.135" WSP <br /> 2'-3" 2'-3' /l" formed hole, t HOPPER DETAIL 3 )F 14 x 3" steel strop <br /> Yp No ScaleLo <br /> ` <br /> s7, � <br /> 8" 0 x 0.135" WSP STRAP PLATE DETAIL " <br /> Bent %4" x 3" steel strap No Scale o <br /> !0" 0 x 0.135" WSP <br /> Steel hopper mounted Front face of abutment <br /> on front face wall of Cr <br /> abutment, typ ^ r_ <br /> SECTION 13 - 13 *5 1 tot 2 8" 0 x 0.135" WSP <br /> No Scale <br /> ���/// Bottom 610b Ln <br /> 0 <br /> AC slope ditch, see "Road Plans" <br /> l%2" expanded ll" formed hole <br /> -- polystyrene <br /> ----- Notes: <br /> --------------------------2�� To Dl, see "Road Pions" <br /> A I. The Contractor shall submit shop drawings to the ADDITIONAL REINFORCEMENT C <br /> ____ ___________________________________________ _ Engineer for approval of all drainage system a <br /> �\ components prior to fabrication and Installation. FOR 11 FORMED HOLE a <br /> I <br /> No Scale N <br /> I 2. A1l connections shall be welded. Exposed portion w <br /> of l0" 0 steel pipe and hopper shall be pointed <br /> the same color as the concrete. <br /> 9 _ Q*VESSIONq� a <br /> REGI CIVIL ENGINEER ELEVATION ABUTMENT 7 0 <br /> No Scale Note: 6, 15 02_ Jeff W. Olson z <br /> PLANS PROVAL DATE No C42728 A <br /> Abutment 7 shown, Abutment l similar and opposite hand QUINCY ENGINEERING, INC Exp-3-31-04 * Q <br /> 3247 Ramos Circle sf <br /> Sacramento, CA 95827 - 2512 9TF OF CAV�F��� w <br /> z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE JACK TONE ROAD BRIDGE SHEET TOTAL U <br /> Al,, 9ANCNEz /2001 r / COUNTY OF SAN JOAQU I N NO SCALE DRAINAGE DETAILS AND OVERHEAD NO. SHEETS w <br /> J. 6L-ANO 12/2001 JEFi% OL,-60N 5/02 K I MA <br /> P . L 5/02 !) i 3/�1/z sj/L <br /> BRIDGE N0 , 29C -0411 33 41 <br /> FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE <br />