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'2'/45'/4'
6
CAPPED
4'/458/4'/45•
CONNECT 4"CLAY
30' 40 30'
I
3'6"/22'/' '6"/45-
5'
CONNECT :'4"CLAY
2'/45'/4'/45-
6
CONNECT 4"PVC 2'/45'/4'
6
CAPPED`
2'/27/3'/45•
5'
CONNECT 4"CLAY
31 + 00 32+ 00 33+ 00
.................................... ................................................
2'6"/22-/2'6"/45-
5
CONNECT 4"CLAY
2'6"/27/2'6"/45•
5
CONNECT 4"CLAY
7
,) 4+ 0 0
... .........................
IE 8" S = A&39-26.10 ABANDON EXISTING FLUSH
AF " BOX PER STANDARD DETAIL
REPLACE SIDESEWER
P,., �'TH IF EXISTING
6" PVC NE 28.66
8" PVC W 28.37
N 8" PVC E 28.39
3'/!22'/3'/45-
6
CONNECT 4-CLAY
MH 112 STA. 35+2190' RT
REMOVE EXISTING MH AND
REPLACE WTH NEW 54" MH
RIM = 3s &9 35.79
IE 8" w = 29.33
18"/2T/2'/2Z/ 14' 6"/45•/2'
20
CONNECT 6"CONC
h 0 TE: SIDE SEWER SHOWN ON THE PLANS WERE LOCATED VIA
TELEVIDEO. BECAUSE THE LOW POINTS IN THE EXISTING
MAIN LINE WERE UNDER WATER. SOME ACTIVE SIDE SEWERS
MA Y NO T BE SHO WN. THE CON I RAC TOR SHALL L OCA TE
t
.•' LF OF !
..,.
e.
oXISTING M
2 5 :
MH 9 STA. 31+60 0' RT
k� irivL 44TH NEW ` VH
REMOVE EXISTING 'CLEANO•UT : AND.
..........
RIM = 3r33 35.35
....
MH J12 STA. 35+21 90' LT
z
REPLACE WITH NEW 54" MH
: IE 8" S = i8- 28.10
REMOVE EXISTING MH AND
RIM = 32.92
y
REPLACE h19TH NEW 54" MH
IE 8" S = 26.64 :
IE s" N = 26.76
: : : EXISTING CENTERLINE INV e PVC NE 28.66
: NV 8" PV I C W 28.37
RIM = 35.79
IF s" E= 3529.33
..........................
1 1 1 1 1 1 1 1
"CANNED DEC 101999