HomeMy WebLinkAbout108 C2.5 Details 1000 GAL HS20-44 TRAFFIC RATED TANK NOTES:
• CONCRETE IS 5000 PSI O 28 DAYS.
• CEMENT IS TYPE V (SULFATE RESISTANT).
• REINFORCEMENT: AS PER ENGINEER REQ.
• TANK WEIGHT IS APPROXIMATELY 11,800 LBS.
• TANK HEIGHT FROM BOTTOM TANK TO TOP OF SLAB IS 5.67'.
A N E R S O N 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'.
PRECAST & SUPPLY INC. (3) ACCESS OPENINGS.
I 9.5D' a TOP _I TOP AND BOTTOM PLACED WITH 1" MASTIC AT JOINT.
• THIS TANK MUST BE PLACED ON COMPACTED J" ROAD-BASE OR SIMILAR MATERIAL.
9.17' a BOTTOM • MINIMUM RELATIVE COMPACTION IS 95%.
APPROVED • DO NOT USE PLOWABLE BACKFILL MATERIALS SUCH AS J" WASHED GRAVELS.
GASKET 4' PVC DWV FOR VENT • TANK MUST BE BACKFILLED TO TOP BEFORE WATERTESTING.
T • ALL LIFTING EYES IN EACH SECTION MUST BE USED.
• MINIMUM BURY DEPTH 1'-0". MAXIMUM BURY DEPTH 6'-0".
CONTRACTOR i0 PROVIDE
PARTITION PLUMBING PER ENGINEER AND SUPPLIED AND INSTALLED BY CONTRACTOR.WALL TO BE
ALL INTERIOR PLUMBING SECOND POUR EQ.
APPROVED r� — —
5,08' 2 GASKET ' j_ _ 0.42' A CASKET
TOP _j_ - �_
4,75' e T I ram- 0.42' 1
BOTTOM i
(3) ACCESS (2) 6' DWV EQ.
OPENINGS COUPLINGS,
OR AS REG.
ar r°ROVED PLAN VIEW
GASKET
I' MASTIC
AT JOINTS
(TYP.)
T O 0.83' AIR SPACE O 4' AID GAP,
�-- CONTINUOUS _
`}-- - (2) 6' DWV
�-_-� COUPLINGS.
OR AS REG.
5.67' i I
4 j..: )
,%LET � � LIGLID i I ❑ TLET
LEVEL
SECTION MEW
1000 GAL HS20-44 TP;:FFIC RATED 1 -F 3
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~Q :-4LU �Q SAND OIL SEPARATOR DESIGN CRITERIA:
Q E Z V w 2018 INTERNATIONAL PLUMBING CODE (IPC) CHAPTER 10, SECTION 1003.4.2.2:
t W WHERE AUTOMOBILES ARE SERVICED, GREASED, REPAIRED, OR WASHED OR WHERE GASOLINE IS -
Z SAND/OIL SEPERATOR W �Z DISPENSED, OIL SEPARATORS SHALL HAVE A CAPACITY OF NOT LESS THAN 6 CUBIC FEET FOR THE
�— FIRST 100 SQUARE FEET OF AREA TO BE DRAINED, PLUS 1 CUBIC FOOT FOR EACH ADDITIONAL 100
(n0 SQUARE FEET OF AREA TO BE DRAINED INTO THE SEPARATOR.
1000 GALLON/ w
co' HS20-44 TRAFFIC RATED V SAND OIL SEPARATOR MINIMUM SIZING-
6 CF/FIRST 100 SF OF AREA + 1 CF/100 SF OF REMAINING AREA
PROPOSED MAINTENANCE GARAGE = 955 SF -
T R T-10 0 0 L REQU RED CIT PROVIDED CAPAY: 6 OF + 855 SF (1 CF/100 SF) = 14.55 CIF (�109 GAL)
ll DETAIL
C2.5 SAND OIL SEPARATOR
NTS
si
NO. REVISIONS DRAWN BY DATE REGIONAL
}� PARK
MAINTENANCE
�[?}�7 }�7 7 }�,7 PROJECT #: 22-002 SHEET
REGIOA�L- L PL-'1 RK ML-�1I TJL'el�'AAA(CE BUILDING 32 DISCOVERY DRIVE DATE: 09/27/2022
BOZEMAN,MT59718 Civil Engineering
CIVIL DETAILS C2.5
CIVIL DETAILS PHONE(406)582-0221 Geotechnical Engineering ALLIED
FAxeden 68&6770 Land Surveying iMINMIIN
PROJECT ENGINEER: RSR DRAWN BY: MCG JLD��.L'.1WJLAA�y �A�VTAl'NA www.alliedengineedng.com SERVIC@,tl/C. y MAINTENANCE BUILDING
DESIGNED BY: MCG REVIEWED BY: ESE JLD .L. A� A� 1'N °'�„sep„i.`"• CIVIL DETAILS