HomeMy WebLinkAboutDec 13 2001 13 Sanitary Sewer Plan and Profilew
J
_J
U
a
N
it
cri
0
0
N
N
J
�d
C9
c�
0
Q
a
U.
24
10
5TA. 3+97
11
I STA. 0+00 NE
I I
I16 F. 6"
WYE & LAT.
STA. 0 +17 '
13 I
17 LF. -6" I
WYE & LAT.
STA. 1 +08
I
1 I
4
18 LF. -6"
I WYE & LAT.
STA. 1+86
13 L2F3 6"
WYE & LAT.
STA. 0 +67
�I
m�
7p.
;
2
UI
i
17
rl
rl
r --
I 18 1
15 L.F. -6 " I
I WYE & LAT.
STA. 2 +46
- -J
19
� I
V\ JI
# I 15 LF. -6" I I
I WYE & LAT.
STA. 2 +46 I '
t I
I
20
103 LF. -6" I
£: I WYE & LAT.
STA. 1+36 •
102 L2.F. -6" '
WYE & LAT.
I STA. 2 +26 I
i
� � J
22
106 L.F. -6" /
WYE & LAT.
STA. 0 +31
SCALE: 1"=50' HOR_
NOTES
FULL DEPTH GRANULAR BACKFILL SHALL BE
INSTALLED ON ALL SEWER LATERAL STREET
CROSSINGS & COMPACTED PER I.D.O.H.
STANDARDS.
MIN. SLOPES PER THE TEN STATE
STANDARDS SHALL PREVAIL IN ALL CASES.
CONTRACTOR SHALL EXTEND SEWER
LATERALS THRU EASEMENTS AS SHOWN. A
MINIMUM OF 5 FT. AND A MAXIMUM OF 6 FT.
OF COVER OVER LATERAL TERMINATION.
910
900
890
91(
90(
89:
SCALE: 1"=50' HOR.
N S? 1 " =5' VERT.
-
00
OnON00
LO
0
U) --:,w -pp ,w
^ 0p�p� lamo
rn
I-
00
�-w
rn
�z3
acial
to z to
�
aci�'�' za
a xWw�W
U�i7 WW
F-Z mfNF
-ZZ Q
�
Z
X
�
J
I
ROPOSED GRADE
/-EXISTING GRADE
........ ....� ......w
I
I
I
I
I
I
II
I
cn
of
97 L.F.
II
Z
0
X53 L.F,
C�
00
S.D.R. 35 P. V.C.
84
I
W
S 0•R. 35 P. V
C�
`O
M
C
I
LO
910
900
695
Im� m
a �
Y
c
i
= No.
t 19358
STATE OF f
..
bNAL
Ir-
�.
r-
0
W
I w
U
SCALE: 1"= 50'
cr
>_
I
Q
a
z
W
>
Of
rn
I-
00
r
V
M
�
Z
X
�
J
t�
cn
of
I
00
w
Z
0
C�
00
Z
I
W
C�
`O
M
Z
LO
N
0)
00
V)
0
�U
r`
Z
Q
z
_zz
Ld
J
Li
NNO
L.L
0-
ed
Z
Q
n
Of
W
V)
Of
Q
F_
Z
rQ
V J
T_
Z
_O
U
W
0
w
Z
ND
ry
Z
UJI
0
Z
SHEET N0.
13.
OF 21 suers
" "0'40605
r
J
W
O✓
U