HomeMy WebLinkAboutC503 Sanitary Sewer Plan & ProfileSTUB 13 L.F. 8" SDR -35 P.V.C.
PIPE (4 0.45% INV.= 907.59 NW
0 +0
68
SCALE: 1"=50' H OR.
1"=5' VERT.
%o
NJ
69
70
71
920
.V.C.
S
V. C.
E
46
45
STA. 1 +77 NW
15 L.F. -6"
WYE LAT.
STA. 0 +40
15 L.F. -6"
WYE LAT.
STA. 1+20
S TA. H d4%0 15
15 L.F. -6"
WYE LAT.
STA. 2 +20
STREET C
910
It
STREET D
75 L.F. -6"
WYE LAT.
STA. 0 +51 43
75 L.F. -6'42
WYE LAT,
STA. 1 +31
75 L.F. -6"
WYE 8c
LAT.
STA. 2 +11
86 L.F. -6"
WYE LAT.
STA. 2 +29
40
44
920
910
L
28
29
30
31
32
33
2 40 L
STA. 4511
STA. 9 +36 NdcS
0
cn
0
N
1 7 9,
30'
50'
50'
B —B
/W
8"
30' B —B
/W
,/an
L_
8" SDR_35 P V
12
14
13
11
10
8" SDR -35 P.V.C.
INV.= 906.69 NW
15
9p8 5
STREET D
JI
s
946.59: E
m
F-
LU
w
SCALE: 1"=50' HOR.
1 =5' VERT.
z
2 EXISTING GRADE
PROPOSED WATER
306 L.F. 0.45%
PROPOSED GRADE
O 18" R.C.P.
INV.= 912.18
8" SDR -35 P.V.C.
i
I 8" SDR -35 P.V.C.
INV.= 906.96 N
8" SDR -35 P.V.C.
INV.= 905.01 S
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.
920
910
SCALE: 1"= 50'
DENOTES FULL DEPTH GRANULAR BACKFILL
SHEET NO.
C503
JOB NG•47175S1
I
EXISTING GRADE PROPOSED GRADE I
12" R.C.P. 0
INV.= 913.76 I
II
II
1
�8" SDR -35
INV.= 908.54
8 SDR -35
INV.= 906.59
177 L.F. 0.45% 8" SDR -35 P.V.C.
907.49 9 SE
906. N N
F]
STUB 13 L.F. 8" SDR -35 P.V.C.
PIPE (4 0.45% INV.= 907.59 NW
0 +0
68
SCALE: 1"=50' H OR.
1"=5' VERT.
%o
NJ
69
70
71
920
.V.C.
S
V. C.
E
46
45
STA. 1 +77 NW
15 L.F. -6"
WYE LAT.
STA. 0 +40
15 L.F. -6"
WYE LAT.
STA. 1+20
S TA. H d4%0 15
15 L.F. -6"
WYE LAT.
STA. 2 +20
STREET C
910
It
STREET D
75 L.F. -6"
WYE LAT.
STA. 0 +51 43
75 L.F. -6'42
WYE LAT,
STA. 1 +31
75 L.F. -6"
WYE 8c
LAT.
STA. 2 +11
86 L.F. -6"
WYE LAT.
STA. 2 +29
40
44
920
910
L
28
29
30
31
32
33
2 40 L
STA. 4511
STA. 9 +36 NdcS
0
cn
0
N
1 7 9,
30'
50'
50'
B —B
/W
8"
30' B —B
/W
,/an
L_
8" SDR_35 P V
12
14
13
11
10
8" SDR -35 P.V.C.
INV.= 906.69 NW
15
9p8 5
STREET D
JI
s
946.59: E
m
F-
LU
w
SCALE: 1"=50' HOR.
1 =5' VERT.
z
2 EXISTING GRADE
PROPOSED WATER
306 L.F. 0.45%
PROPOSED GRADE
O 18" R.C.P.
INV.= 912.18
8" SDR -35 P.V.C.
i
I 8" SDR -35 P.V.C.
INV.= 906.96 N
8" SDR -35 P.V.C.
INV.= 905.01 S
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.
920
910
SCALE: 1"= 50'
DENOTES FULL DEPTH GRANULAR BACKFILL
SHEET NO.
C503
JOB NG•47175S1