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SECTION A—A <br />Gutter <br />Drain Pipe shall be 2" cast iron <br />1" (non—bell) or schedule 40 plastic. <br />2" min. cover <br />4. <br />12" min. 6" 6" 12" min. <br />4" <br />RAIN DETAIL <br />NO SCALE <br />R/W <br />I_ Limits of Clearing and Grubbing <br />Varies See Plans for width 12" <br />Broom Sco,;y um <br />Finish <br />Slope= l/4"per 1' _ <br />• • • R <br />J • <br />4" <br />6 x 6 / w 1.4 WWF <br />over pipe. <br />2'-0" 2'-0" <br />2" 1„ <br />6 12 3 JJ <br />4 1 /2' <br />7 11Z <br />Dowels #5 or 5/8"dia. x 24" <br />spaced 12' o.c., greased and <br />wrapped one side through R=10 1/4" <br />every expansion joint. <br />3/4" Cope, Typ. <br />Subpanel- <br />120V, 2W, 10, 40A Steel Traffic Cover (HS -20): <br />(2 Pole) 2—piece lid with spring— <br />loaded hinges and recessed <br />handle with lack <br />Cone. Sidewalk Conc. Sidewalk <br />7 <br />a: <br />_ —__ <br />g„ iv Plumb 2" line <br />to flowline of gutter. <br />Seal wall penetration <br />with mastic <br />—1/2" R\,5-3/9' R <br />3/16" Steel Plates <br />GRATE DETAIL <br />NO SCALE <br />Maximum Payment width <br />for A.C. (Mise. Areas) <br />Exist. Paving <br />�— 0.70' thick A.C. paving <br />to be paid as A.C. mise. areas <br />Broom finish <br />SIDEWALK DETAIL <br />NO SCALE <br />a/9� PROJECT ENGINEER DATE CHECKED <br />15 1 <br />e0fl Ri ✓neo <br />DRAWER I SHEET NO. ACAD <br />C \ LV-CHLOR\DETAIL1 <br />0 <br />n <br />Slope floor <br />to sump, (typ.) <br />8 4„ <br />2" Check Valve <br />with unions <br />Pipe Supports (Typ) <br />2" SCH. 80 <br />Plastic Pipe <br />SECTION B - B <br />SCALE: 3/4" = 1' — 0" <br />3/4" CCX Plywood (Typ) <br />10" <br />M <br />s <br />i <br />r� <br />#8 X 2" Brass Wood Screws <br />SHE <br />NO SCALE <br />Provide Unistrut — <br />Wp-2860-10 Caps <br />Conc. Sidewalk <br />a <br />Install dampproofing <br />on exterior surfaces <br />(Typ.) <br />Precast cone. vault: <br />Christy R17 with <br />extension, or equal <br />Access Ladder: Unistrut or Equal. <br />(P1000 Channel, P1201 Rung <br />& P1207 Bracket) <br />Conc. Sidewalk <br />�11N,.�.� _� - <br />1ME <br />Shelf Support: <br />Unistrut or Equal <br />N (P6000 Channel <br />N <br />N w/ P6128 Bracket) <br />o <br />I <br />N <br />14" 14" <br />F Mastic Seal <br />O <br />4" <br />N 6„ 4„ <br />7.1 a '--8" Dia. Pipe <br />`O & Sump Pump <br />.. <br />Minor Concrete: <br />12.' Sump Pad <br />SQ. OR RD. <br />I! <br />1 — #4 Bar, <br />Cont. <br />Minor Concrete: <br />4" Conc. Slab with <br />6x6/W1.4WWF <br />on 4' Sand Bed. <br />SECTION A -A <br />SCALE: 3/4" = 1' — 0" <br />0 <br />II ,N +30" <br />H a <br />O <br />2 <br />r a <br />/ e <br />+40/ <br />— +24" b <br />A, a <br />_p G• <br />Notes: <br />B 1. Dashed conduit indicates switching conductors <br />in surface mounted conduit runs. <br />2. Receptacles are not switched. <br />3. See Sheet 5 for Equipment Plan and Schedule. <br />VAULT PLAN <br />SCALE: 3/4" = 1' — 0" <br />DATE <br />SUBMITTED <br />DATE <br />APPROVED <br />DATE <br />COUNTY OF SAN JOAQUIN <br />SCALE: <br />As Shown <br />CONSTRUCTION <br />DETAILS <br />PROJECT <br />LINCOLN VILLAGE <br />CHLORINATION FACILITIES <br />sNO. <br />TOTAL <br />SHss <br />8/93 <br />�j,�,� <br />��y3 <br />e�, ' <br />4 <br />, <br />