HomeMy WebLinkAboutC502 Sanitary Sewer Plan & Profile920
910
900
MANHOLE 712
STA. 13 +77
STUB
PIPE
4:1.40'
17
FUTURE 21" R.C.P.
INV.= 913.50±
441 L.F.
13 L.F. 8" SDR -35 P.V.C.
0.60% INV.= 910.97 N
29
0.89%
i
28
P
44
14
29
J
8 SDR -35 P.V.C.
8" PROPOSED WATER()
0
1—
W
W
0
8" SDR -35 P.V.C.
INV.= 905.21 W
69
30
43
0
I
m
O
N)
0
12
1
J
W
STREE1
70
EXISTING GRADE
31
42
B
NOTES
�A. +710
71
32
41
PROPOSED GRADE
MIN. SLOPES PER THE TEN STATE STANDARDS
SHALL PREVAIL IN ALL CASES.
10
LL
J
W
Q
0
W
N
50' R/W
I 30' B —B
FULL DEPTH GRANULAR BACKFILL SHALL BE
INSTALLED ON ALL SEWER LATERAL STREET
CROSSINGS COMPACTED PER I.D.O.H. STANDARDS.
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.
903
74 S
33
ALL MANHOLES TO BE CONSTRUCTED WITH ONE
4" RISER RING TO ESTABLISH PLAN CASTING GRADE.
40
W
DENOTES FULL DEPTH GRANULAR BACKFILL
F
P
72
39
SCALE: 1"=50' HOR.
1"=5' VERT.
0 21" R.C.P.
INV.= 911.77
0.45%
73
00
STREET B
74
7
8” SDR -35 P.V.C.
36
37
3
31
i57
902.
6
18 N
0
N)
902
7
0
08 SW
76
331 L.F.
7
7
7
7
0.45%
7
7
77
7
36" R.C.P.
INV.= 909.88
NHOLE 70,E
STA. 0 +00
STA. 5+79 NWdcS
78
7'
8" PROPOSED WATER LC) 0
8" SDR -35 P.V.C.
APPROXIMATE LOCATION OF THE
STULTZ ALMOND LEGAL DRAIN EASEMENT
(75' ON BOTH SIDES OF THE FIELD TILE)
AS SCALED FROM COUNTY
SURVEYOR'S LEGAL DRAIN MAPS
(WILL BE RECONSTRUCTED/ ABANDONED
AS PART OF THE TRAILS AT HAYDEN RUN
DEVELOPMENT)
21" R.C.P.
INV.= 909.85
w
w
9 0.59 NE'
8" SDR -35 P.V.C.
INV.= 900.49 S
SCALE: 1"= 50'
8" SDR -35 F.V.C.
INV.= 908.00 \JW
C 8" DROP PIPE
8" SDR -35 P.V.C.
INV.= 902.44
920
910
900
m y
m
w
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O
z
J
W
W rx
1-
z
(I)
m L1_
w
0w
L
w
w
0
SHEET NO.
C502
JOB Na 4717531
0
0
Q
z
Q
0
z
z
z
W
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