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HomeMy WebLinkAbout020 - Sand & Oil Separator Cut Sheet ANE) E: RSC) N PRECAST & SUPPLY INC. 11.50' @ TOP 11,25' @ BOTTOM 4" DWV FOR VENT APPROVED GASKET CONTRACTOR TO PROVIDE ALL INTERIOR PLUMBING EQ. APPROVED APPROVED GASKET o' i GASKET 5,83' @ T❑P 0.42' 5.58' @ - - - B❑TT❑M - � - 0,42' 18"0 - 30"0 ❑PENINGS EQ. APPROVED GASKET 1" C❑NSEAL PLAN VIEW AT J❑INTS (TYPJ 1,00' O 3" AIR GAP, 1.25' --� C❑NTINU❑US - _ (2) 6" DWV C❑UPLINGS, OR AS REQ, 5.67' 4.67' 4.42' INLET OUTLET SECTION VIEW 1500 GALLON SAND/❑IL SEPERAT❑R HS20-44 TRAFFIC RATED 1 OF 3 Z w m Q o 7/19 < NTS MAP Q 0 2016 CDo cn Qa in w cn Er �cn z Uw Z SAND/OIL SEPERATOR w Z Q 1500 GALLON / > cnw o HS20-44 TRAFFIC RATED TRT -150005❑ A�rNIDERSON 1500 GAL HS20-44 TRAFFIC RATED TANK NOTES: • CONCRETE IS 5000 PSI @ 28 DAYS. • CEMENT IS TYPE V(SULFATE RESISTANT). • REINFORCEMENT:AS PER ENGINEER REQ. • TANK WEIGHT IS APPROXIMATELY 17,000 LBS. • TANK HEIGHT FROM BOTTOM TANK TO TOP OF SLAB IS 5.67'. • APPROVED GASKETS ON INLETS AND OUTLET. • INLET HEIGHT FROM BOTTOM OF TANK TO INVERT IS 4.67'. • OUTLET HEIGHT FROM BOTTOM OF TANK TO INVERT IS 4.42' • (3)ACCESS OPENINGS. • TOP AND BOTTOM PLACED WITH 1"MASTIC AT JOINT. • THIS TANK MUST BE PLACED ON COMPACTED 3/4"ROAD-BASE OR SIMULAR MATERIAL. • MINIMUM RELATIVE COMPACTION IS 95%. • DO NOT USE FLOWABLE BACKFILL MATERIALS SUCH AS 3/4"WASHED GRAVELS. • TANK MUST BE BACKFILLED TO TOP BEFORE WATERTESTING. • ALL LIFTING EYES IN EACH SECTION MUST BE USED. • MINIMUM BURY DEPTH V-0". MAXIMUM BURY DEPTH 6-0". • PLUMBING PER ENGINEER AND SUPPLIED AND INSTALLED BY CONTRACTOR. AVAILABLE UPON REQUEST: • REINFORCEMENT CERTS. • CEMENT CERTS. • AGGRIGATES CERTS. • ADMIXTURES CERTS. • CONCRETE TESTING • MIX DESIGN BUILT TO: • ASTM C-890-13 • ASTM C-1613-10 ANDERSON PRECAST & SUPPLY, INC. - SAND/OIL SEPERATOR HS20-44 2 OF 3 TRT -15000S❑ (3) ADDITI❑NAL 18'0 - 30'0 #4 REBAR @ ❑PENING 3' O.C. EA. SIDE OF ❑PENING TOP VIEW 11.50' @ TOP 11.25' @ BOTTOM 4' DWV FOR VENT #4 H❑RIZ. EQ. @ 7' ❑.C. (TYP.) II I 5.83' @ T❑P �'_ �__ 0.42' 5.58' @ _ - C BOTTOM 0,4T2' #4 VERTS. ��-- @ 14' O.C. (TYP.) EQ, PLAN VIEW 1,50' WEIRI ~I LAP (TYP.) WALL LAP (TYP.) 1 79' 4 45' - 3.47' - 1.79' I 0.42' COVERLREBAR ® CONTINUOUS U❑US 0'O,W r--r T,❑,W, ANSVERSE �__�- r -- (TYP.) @ 5' O.C. ERTS. __ (2) 6' D W V ❑.C. #4 LONGITUDINALCUUPLINGS, REBAR @ 7' O.C. OR AS REQ5,25' ❑RIZ, #4 TRANSVERSE REBAR ALL WALLREIN.❑.C. @ 18' O.C. E.W., CENTERED IN WALL) CENTERED IN WALL -T - 0,42' 2.00' LAP ITUDINAL #4 TRANSVERSE B.D.W. (TYP,) 12' O.C. REBAR @ 7' O.C. (T Y P,) 0 42' f SECTI❑N VIEW 1,50' WEIRI WALL LAP BASE REIN. CENTERED (TYP.) IN BASE THICKNESS ANDERSON PRECAST & SUPPLY, INC. - SAND/OIL SEPERATOR HS20-44 3 of 3 TRT -1tM6S❑