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TBM.
TOP BOL T
OVER MAIN OUTLET
ELEV.= 280.17 NGVD
z
0
m
PROFILE
SCALE: HORIZ. 1 " =40'
VERT. 1" --4'
CEDAR N �l I I CONC.
\NI
8 ,. ES = 8" ES 8" ES
.W 8" EW
8" EW -
U.P. 168/AQ,
6"
V 7
0 U
m V O
8" ES 8" ES -
- 6" EW
0
a
Z
� a
a
8" P VC SEWER 36 "QA i
SDR 35
a
PLAIN
SCALE: l--40'
INSIDE DR
INV. =271. E
P44FbrJf FZf
r
7RE
O
z # 3
EDGE SILL= 302.58
r
m ¢
0
a
ORCH
T.B.M.
TOP CENTER
OF CONC. BOUND
ELELV.= 211.75 NO VD
N ,}� #2
m
o w
RIM =22286 X, y
INV.-210-36 on
TBM.
P.K. NAIL SET
ELEV.= 294.95 NGVD
PROPOSED 6" PVC
HOUSE SERVICE
SEE PLAN
f
❑ EDGE OF PAVEMENT i
S 8" ES 8" ES 8" ES ---
/nt 6' EW _ 6" E W
�\ n
GO BOUND
FO
i� FOUND
92
-4
O
z
A
SEWER
PROPOSED g„ P. V. C.
SDR 35
6" EW
#3
P
DAMP E.
0 +00 1 +00
PROFIZZ
SCALE. HORIZ. l'--40'
VERT. l'-
2
P
+50
m
0
� n
0
A
fi f
/
AAS /. + VEMENNT
EDGE OF P I!\
0
< / A
m�
O
Z
Y ttV
SILL = 2 34 . 64
A4TE I REVISION I BY
a
a
<
�a
3�0
W
N
ENGIN��RIM!
a
b
LL
`
BIT. GONG. DRIVE
0
m
w
# 6
o
GONG.
O
a
i
3
RIM= 282.7
30" MAPLE
p
d
8" INV, IN=
271.2 (STUB)
o 0
6" INV. IN=
278.9
8" INV. OUT
= 271.0 30"
z
w
w
LL
'
a
N
AAPIE t�" MAPLE m
m
� n
n
z
0
m
PROFILE
SCALE: HORIZ. 1 " =40'
VERT. 1" --4'
CEDAR N �l I I CONC.
\NI
8 ,. ES = 8" ES 8" ES
.W 8" EW
8" EW -
U.P. 168/AQ,
6"
V 7
0 U
m V O
8" ES 8" ES -
- 6" EW
0
a
Z
� a
a
8" P VC SEWER 36 "QA i
SDR 35
a
PLAIN
SCALE: l--40'
INSIDE DR
INV. =271. E
P44FbrJf FZf
r
7RE
O
z # 3
EDGE SILL= 302.58
r
m ¢
0
a
ORCH
T.B.M.
TOP CENTER
OF CONC. BOUND
ELELV.= 211.75 NO VD
N ,}� #2
m
o w
RIM =22286 X, y
INV.-210-36 on
TBM.
P.K. NAIL SET
ELEV.= 294.95 NGVD
PROPOSED 6" PVC
HOUSE SERVICE
SEE PLAN
f
❑ EDGE OF PAVEMENT i
S 8" ES 8" ES 8" ES ---
/nt 6' EW _ 6" E W
�\ n
GO BOUND
FO
i� FOUND
92
-4
O
z
A
SEWER
PROPOSED g„ P. V. C.
SDR 35
6" EW
#3
P
DAMP E.
0 +00 1 +00
PROFIZZ
SCALE. HORIZ. l'--40'
VERT. l'-
2
P
+50
m
0
� n
0
A
fi f
/
AAS /. + VEMENNT
EDGE OF P I!\
0
< / A
m�
O
Z
Y ttV
SILL = 2 34 . 64
A4TE I REVISION I BY
SZ# R CONSTRU0Tl0jV
#rHlTT.rZR RD. do 0HAjVj0L.ER ST
LZXZjW.r01V, ffA.
BRAWN BY P.If .DATE` 6 -30 -99 SCALE'.• AS NOTFD
DESlCNED BY- D. T C. Cfl A-TP BY P. A C.
APPROILCB BY.
CONTRACT M. 99 -12 SHE`E'T NO. 4 OF 8
0 +00 0+50
Town of Asinglon
Div,
Cans \{ ;BEAU ;f
ENGIN��RIM!
olviSION
SZ# R CONSTRU0Tl0jV
#rHlTT.rZR RD. do 0HAjVj0L.ER ST
LZXZjW.r01V, ffA.
BRAWN BY P.If .DATE` 6 -30 -99 SCALE'.• AS NOTFD
DESlCNED BY- D. T C. Cfl A-TP BY P. A C.
APPROILCB BY.
CONTRACT M. 99 -12 SHE`E'T NO. 4 OF 8
0 +00 0+50