HomeMy WebLinkAbout04120003.20w
920
910
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.
ALL MANHOLES TO BE CONSTRUCTED WITH ONE
4" RISER RING TO ESTABLISH PLAN CASTING GRADE.
DENOTES FULL DEPTH GRANULAR BACKFILL
mi
m
z
0
vn
w
G'
SCALE: 1"= 50' Y
Q
w
Q
``,`,,���u Iu►►► ►►,, o
lL Ln W O
'4 y-
19358 - z � w II ¢0
� m � � \
o ' STATE OF I Q
S�ONAL
�''' ►nn„nu��r•
EX. 12" S!
INV. =897J
929
PyS
X- 915.00
AST
910
8" SI
INV.=
8" S[
INV.=
M
0
r
w
J
— O
SCALE: 1"=50' HOR.
Y
1"=5' VERT.
Q
0_
O
r
0(.0 J
O
�M0
Q
Y
SCALE: 1 " =50 HOR.
1"=5' VERT.
ro�
9 s`
n
Z
+
zQ
11
I
w
r,
J
J
N
+
OZQ
O
�
=
0 O Y
z
II
O
00 �
EXISTING GRADE
=I
II
ZQ
1-
Q
0
(n1-
~
QQU
~
Oro
~
0 PROPOSED
WATER
O
FULL DEPTH
I
~
PROPOSED GRADE
Q
v w
W
= GRANULAR
W
I
GRANULAR
(n F-: _
c� BACKFILL
00
BACKFILL P V.C.
z
I
I
I
z
12" R.C.P.
1.20
C7)
I
I
470
15" R.C.P.
INV.
INV.= 910.90
I
EXISTIN G ING GRADE
EXISTING GRADE
902.37 N
Q
V)
z
INV.= 911.020
0
INV.= 910.900
902.27 S
`n
U
S 5 P,\/.C.
DR -3
WATER
162 L. -
g" SDR -35
P.V.C.
FULL DEPTH
I171
L.F. 0.9 °
908.08 sw
GRANULAR
-06,50
NE
8" DROP PIPE
BACKFILL
V8"
CONCRETE ENCASED
R -35 P.V.C.
DROP PIPE
CORE DRILL
99.81 NW
INV.=
901.66
EX. MANHOLE
R -35 P.V.C.
99.71 S
12" SDR -35 P.V.C.
Q
Y
SCALE: 1 " =50 HOR.
1"=5' VERT.
ro�
9 s`
n
Z
+
zQ
11
I
I
-
w
>
J
N
+
uz
O
c/) I—
r
0 O Y
z
U
O
00 �
EXISTING GRADE
X
J
+�
Q
=
¢�
II
XQC�
wcn�
z
Oro
YZ
0 PROPOSED
WATER
O
C>
I
24" R.C.P.
0
Q
v w
W
PROPOSED GRADE
W
I
GRANULAR
(n F-: _
00
BACKFILL P V.C.
z
Ld
8" SDR -35
Z
0
I
1.20
C7)
I
I
470
15" R.C.P.
J
I
W
EXISTING GRADE
902.37 N
Q
V)
z
R -35 P.V.C.
INV.= 910.900
902.27 S
`n
U
PROPOSED WATER
FULL DEPTH
GRANULAR
BACKFILL
NOTE:
CORE DRILL
EX. MANHOLE
12" SDR -35 P.V.C.
457 L.
.
0.25%
370 L.F. °
898.8q�8"
98.94 E
Li
R -35 P.V.C.
1897.91 E
SDR -35 P.V.C.
1 W
INV.= 898.94 N
920
910
8" S
INV.=
8" S
INV.=
Y
o'
Q
w
N J
N J
O
w O Y
J + 0
ui
II zI
SCALE: 1"=50' HOR.
1 " =5' VERT.
N
00
Lj
_j
may_
2V)
w
zQ
11
I
I
-
w
>
c5
z
uz
PROPOSED GRADE :i
c/) I—
z
U
EXISTING GRADE
X
z
Q
Q
II
�
z
YZ
0 PROPOSED
WATER
O
I
I
24" R.C.P.
0
L
O
CV
W
FULL DEPTH INV.= 910.65
W
I
GRANULAR
O
00
BACKFILL P V.C.
z
Ld
8" SDR -35
0
I
1.20
C7)
I
I
470
L.F.
J
R -35 P.V.C.
W
/Q
VJ
902.37 N
Q
V)
z
R -35 P.V.C.
O
902.27 S
Ld
U
�t-
O
O
r�
_W
L�
w
w
i
a
cn
O
�
LO
z
Q
>_
I
-
w
>
00
z
uz
U
�
X
z
Q
Q
LL
J
z
YZ
O
cy
L
O
CV
W
I�
W
I
_Z
O
00
z
Ld
0
`r'
r0
Z
C7)
F_
Ln
W
J
W
/Q
VJ
Q
V)
z
00
O
Ld
U
w
z
_j
Q
LL
z
O
I..L
o
J
J
Z
ON
Q
z
YZ
O
cy
W
=0
W
Q
/W
Vl
W
U.
Q
W
W
/Q
VJ
Q
SHEET NO
0500
JOB NO. 47175S2