HomeMy WebLinkAboutS-2261011 1 6" CLEANOUT S =0.022
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SSMH #3 (PER C.O.R.
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CONNECT NG SSMH 1 t STD. SP. PAGE B -072)
INV. 8" O=10.90 0.90 1 RIM =19.3± (MATCH EXIST.) t
1 INV. 6" IN-14.35 1
INV. 8" OUT =14.25 os
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m =� og N -ww ww SSMH #1 (PER C.O.R.
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si ;, ;, m _ RIM =17.8± (MATCH EXIST.) 1 .29'66 3,ZS,4 lON w
a� m az INV. 8" IN =11.75 1
INV. 8" OUT =11.65
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OIL / WATER SEPARATOR
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NTH TRAP. SEE SHEET C6
FOR GARAGE DRAINAGE PLAN
m AND OIL /WATER SEPARATOR DETAIL
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`.•. BUILDING C. 6" PVC CLEANOUT
NV.. 6" =16.39 r °yoyiy�
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m t)vy�'e f � `r y 0 f ❑ � c/s moo? ( AQ ryUO o2 <, ��� k r � �----- __ ----- i g °a• SSMH #2 (PER C.O.R.
5h t D t Cl STD. SP. PAGE B -072)
ASPHALT PAVEMENT PATCHING (TYP.) RIM-19.2± (MATCH EXIST.)
FOR FULL LENGTH OF MAIN. INV. 8" IN =13.25
(PER C.O.R. STD. SP PAGE H -032). 60' R.O.W. INV. 8" OUT =13.15 60' R.O.W.
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PROJECT NO.
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04 -11 -96
SHEET REVISION
PACIRIC ENGINEERING IDESIGN INC. o CIVIL ENGINEERING AND
PLANNING CONSULTANTS
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