HomeMy WebLinkAboutSanitary Sewer Plan and Profile pg 2420 L.F. -6"
WYE & LAT.
STA. 2 +19
20 L.F. -6"
WYE & LAT.
STA. 1+39
314
15 L.F. -6"
WYE & LAT
STA. 0 +49
315
20 L.F. -6"
WYE & LAT.
STA. 1 +13
316 �-
15 L.F. -6"
WYE & LAT. \
STA. 0 +37
WYE '& LAT.
STA. 1 +13
W7
:3I
�I
a
I J
I O
I Z
Q
a
I
I
I
L
I
I
I
I
I
35 P. V. C.1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
�
I
�I
STA. 0 +36
70 L.F. -6"
WYE & LAT.
STA. 2 +48
70L.F. -6"
WYE & LAT.
STA. 1 +66
313
75 L.F. -6"
WYE & LAT.
STA. 0 +81
i
312
1 73 L.F. -6"
WYE & LAT.
STA. 1+29
SCALE: 1"=50' HOR.
1 " =5' VERT.
- -wi
z
=1I
XI
a)
bUALL: 1 =Z)U HUN.
1 " =5' VERT.
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
AS SHOWN. IN NO CASE SHALL END OF
LATERAL BE CLOSER THAN 5' TO BUILDING
SETBACK LINE.
CONTRACTOR SHALL TERMINATE LATERAL AT
A DEPTH OF 5 TO 7 FEET DEEP AT
EASEMENT LINE.
wl
z_
I
�I
SCALE: 1"= 50'
STOEPp����,
•`�,�� G1SIT t<`
No. s
19358
94.15
\_8" SDR -35 f
INV.= 895.20
W.
cn
Z
0
w
o'
Y
Q
w
Q
0
N
m m m J O
LL-
v c) ^� oN
N
0
N
I
0
w
Li
u
V)
cr Q
(7)
0 L o
W °'
> "t
D
X
Z Q
Q
J
Q0
V) I
UJ
W N
W I
Z o
0
C-D co
Z
W
C `n
Z
`n
J cn
C O
Q.
Z � z
O Q
U
W z
J Q
0
(� z
O
Of
n
z LJI of-d
Q Li_I
Oro
ni U
Of JV)
W OZ
QO
W <�
(n V) U
W
()
Of
Z
W
V) a
U
SHEET NO.
24
OF 37 SHEETS
JOB No. 42611
1-000
�O
x0)00
I r-00
O
=
Q�U
II
=Na'
z<
I Oc��
zQ
rn
I
PROPOSED GRADE
I
I
I
I
...:..:....
EXISTING GRADE
I
I
INV.= 903.44 0
259 L.F.
0.42%
"SDR
STUB 13 L.F.
8 -35 P.V.C.
0.42%
149 L.F. 0.42%
8 "SDR -35 P.V.C.I
1.40
01
150 L.F.
8 "SDR -35 P.V.C.
N.
INV.= 902.58
I
I
I
I
I
I
I
I
I
I
I
I
I
I
bUALL: 1 =Z)U HUN.
1 " =5' VERT.
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
AS SHOWN. IN NO CASE SHALL END OF
LATERAL BE CLOSER THAN 5' TO BUILDING
SETBACK LINE.
CONTRACTOR SHALL TERMINATE LATERAL AT
A DEPTH OF 5 TO 7 FEET DEEP AT
EASEMENT LINE.
wl
z_
I
�I
SCALE: 1"= 50'
STOEPp����,
•`�,�� G1SIT t<`
No. s
19358
94.15
\_8" SDR -35 f
INV.= 895.20
W.
cn
Z
0
w
o'
Y
Q
w
Q
0
N
m m m J O
LL-
v c) ^� oN
N
0
N
I
0
w
Li
u
V)
cr Q
(7)
0 L o
W °'
> "t
D
X
Z Q
Q
J
Q0
V) I
UJ
W N
W I
Z o
0
C-D co
Z
W
C `n
Z
`n
J cn
C O
Q.
Z � z
O Q
U
W z
J Q
0
(� z
O
Of
n
z LJI of-d
Q Li_I
Oro
ni U
Of JV)
W OZ
QO
W <�
(n V) U
W
()
Of
Z
W
V) a
U
SHEET NO.
24
OF 37 SHEETS
JOB No. 42611