HomeMy WebLinkAboutC2.5.1CivilDetails End View Cross Section
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SPECIFICATIONS d 4 4 U) "—
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Tank: Portland Type V (sulfate resistant)cement,5000 _- -_ - Slide in Baffle Wall o
psi (min),#4 Grade 60 rebar reinforcement,H-20 _ �'�j�'�'�4.
traffic rated design, NPC S106-161SWP 4"to 6"flexible Z,1411111f1111 f .� ;'-Is" o
rubber boot connectors Mh all stainless steel hardware s[zRR a�a 18" 4-4"
for inlet and outlet pipe penetrations, 1 EA slide-in pre- -'-'a'a'a'i'a"a'a"a'a'-=-_ Q
cast baffle wall w/2 EA 4"Sch40 PVC couplers,2 EA
24"dia. access holes in lid. -- =- 0
4"PVC Pipe Baffles s
Standard Components: D&L A-1024 cast iron ring and ` a b c
bolt down cover with gastight o'ring gasket
"INTERCEPTOR", 2 EA 24" dia.X 2'tall RCP access II J
risers and adjusting ringsto bring to final grade,2 EA 4" 1'" 2- Q
Sch40 PVC pipe baffles, Con sea I CS-102 butyl mastic to 8- EX
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seal down lid and access risers,2 EA 6"x16"x21" oil s'-4' , r O
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sorbent pillows. �_ N SAND OIL SEPARATOR DESIGN CRITERIA:
Top View 2018 INTERNATIONAL PLUMBING CODE (IPC) CHAPTER 10, SECTION 1003.4.2.2:
WHERE AUTOMOBILES ARE SERVICES, GREASED, REPAIRED, OR WASHED OR WHERE
J Lu GASOLINE IS DISPENSED, OIL SEPARATORS SHALL HAVE A CAPACITY OF NOT LESS
Q H THAN 6 CUBIC FEET FOR THE FIRST 100 SQUARE FEET OF AREA TO BE DRAINED,
PLUS 1 CUBIC FOOT FOR EACH ADDITIONAL 100 SQUARE FEET OF AREA TO BE
1r1�EIGHTS: rank-10,050 Ib.;Lid-30351&Baffle-600 Ib.[Total all Pieces= 16,350 lb.J G7 Li EC DRAINED INTO THE SEPARATOR.
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SAND OIL SEPARATOR MINIMUM SIZING:
6 CF/FIRST 100 SF OF AREA + 1 CF/100 SF OF REMAINING AREA
PROPOSED GARAGE = 1,352 SF N
REQUIRED CAPACITY: 6 CF + 1,252 SF(1 CF/100 SF) = 18.52 CF (a139 GAL)
� 7� PROVIDED CAPACITY: 500 GAL
ETAIL
C2.5 SAND OIL SEPARATOR
NTS
NO. REVISIONS DRAWN BY DATE °`� '? PROJECT #: 21-076 SHEET
JL JLJLeJLe D'1V d')\JL ER HOSPICE 32 DISCOVERY DRIVE DATE: OS/09/2022
BOZEMAN,MT 59718 Civil Engineering
DETAILS C2o5
CIVIL DETAILS PHONE(406)582-0221 Geotechnical Engineering ALLIED
FAX(406)582-5770 Land Surveying ENGINEERING
PROJECT ENGINEER: RSR DRAWN BY: MCG 1ry,{q 1I;�,T}��7 {q�7�II� �7 A www.alliedengineering.com SERV/CEB,MIC. y STILLWATER HOSPICE
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DESIGNED BY: RSR, MCG REVIEWED BY: RSR 9 °'ese CIVIL DETAILS