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A <br /> 3' 15' Dike <br /> N-'—' -- �-I Entrance <br /> Paved Gutter Flare Toper 3 `6" SGP <br /> - Toil Pipe , Jo'nt <br /> Lengh( 1',a. <br /> Valley Line AS Re9ulred <br /> .Top of Dike (" <br /> Bulkhead <br /> Tag of Fill Slope <br /> Jute Packing <br /> Install to permit <br /> —t-' 12" Movement <br /> �— Ir ----1 Bond Coupler <br /> TLJ.I <br /> T V SECTION A-A P'Pe Slake <br /> A a <br /> ENTRANCE TAPER AND + 1 DEVIL 2 <br /> PIPE DOWNDRAIN TYPE 1 <br /> �– 3514' —{ <br /> END VIEW DOWNDRAIN SYSTEM (TYPE 1) <br /> SCHEDULE <br /> Dike Station "L" Variable Detail <br /> Entrance Sta. 59+85 'Rt. 17' 2 <br /> Taper Sto. 60+10 Lt. 12' 2 <br /> k12" <br /> 00 0 0 Sto. 93+70 Ll. 28' 1 <br /> v Valle Line <br /> i3 Y \ , Q o 0 o O Sta. 97+10 Rt. 17' 2 <br /> m eo 0 0 <br /> Bulkhead Sta. 100+87 Rt. 12' 2 <br /> u o <br /> i 1'r'x 3/8" BarALTERNATIVE DRAIN PIPE <br /> Coble Clom DESIGNATION Avowable Pi a Material <br /> R.C.P. C.S.P. <br /> Snd in typ SIZE CLASS SIZE THICKNESS <br /> Downdroin tYPe 1 1 III 1 7SECTION A-A Sto. 60+10 SIZE CLASS SIZE THICKN SS <br /> 1/2" Downdroin t 1 III 0079'L 1 Machine bolls SIZE CLASS SIZE THICKNESS <br /> DOWf1Ef0n t70 1 1 III 1 0.079" <br /> Sto. 97+10 SIZE CLASS SIZE THICKNESSDowndroin t pe 1 1 111 1 0.079" <br /> o Sta. 100+87 I I1 1/2" Pipe Stakes Downdroin t 112" 111 12" 00796' long. Sta. 8+24 I CLASSSIZE THICKNESSCrossdrain Extension 24" 4" C "DOWNDRAIN Sto. 35+00 SIZE CLASS SIZE THICKNESSin x n i 1 "Y" Energy <br /> p 111 <br /> dissipator (Typ,) <br /> z <br /> P COUNTY OF SAN JOAQUIN w SCALE CONSTRUCTION DETAILS EWROAD RESURFACING sheet Na. <br /> (Peltier Rooadad to State Route Hlyhway 88) t z or t 5 <br /> DRAWN BY DATE PROJECT ENGINEER GATE CHECKED WTE SUBMITTED DATE APPROVN. RECOMMENDED DATE <br />