HomeMy WebLinkAbout19 C503 Sanitary Sewer PlanMANHOL
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FULL DEPTH PROPOSED GRADE
GRANULAR
BACKFILL EXISTING GRADE
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STA. 9 +57
T.C. =921.6
PROPOSED GRADE
EXISTING GRADE
I
q_ STREET E
35 I
JV.= 911.39
35
d V.= 911.29
11.�s
277 L.F.
S.
8" S.D.R. 35 P.V.C.
0.80% 14.00 N.
MANHOLE 812
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STA. 9 +57
T.C. =921.6
PROPOSED GRADE
EXISTING GRADE
q_ STREET E
I
27" R.C.P.
0 12" R.C.P. INV.= 916.43E
INV.= 915.83t
12" R.C.P.
0 INV.= 916.43E
492 L.F.
0.45%
U13 E. 8" S.D.R. 35 P.V.C.
Q
M
409 L.F.
0.45%
11.29 E. 8" S.D.R. 35 P.V.C.
3Nn
237 L F
11.39 w
8" S.D.R. 35
P.V.C. SE. INV.= 911.79
NEEMMUI .09.25
S.
920
910
13
14 L.F. -6"
WYE LAT.
STA. 4 +86
63
MANHOLE 812
STA. 18 +57
14
13 L.F. -6"
WYE LAT.
STA. 4 +39
R
15
13 L.F. -6"
WYE LAT.
STA. 3 +45
77 L.F. -6"
WYE LAT.
STA. 3 +54
77 L.F. -6"
WYE LAT.
STA. 2 +62
58
16
13 L.F. -6"
WYE LAT.
STA. 2 +51
77 L.F. -6"
WYE LAT.
STA. 1+75
57
17
13 L.F. -6"
WYE LAT.
STA. 1 +57
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0
AJ
0
co
w
77 L.F. -6"
WYE LAT.
STA. 0 +95
99 L.F. -6"
55 WYE LAT.
STA. 2 +27
SCALE: 1"=50' HOR.
1"=5' VERT.
56
54
13 L.F. -6"
WYE LAT.
STA. 0 +63
18
99 L.F. -6"
WYE LAT.
STA. 2 +40
N
I I I
30'
50' /W
13 L.F. -6"
WYE LAT.
STA. 3 +77
STREE�
APPROXIMATE LOCATION OF THE
STULTZ ALMOND LEGAL DRAIN EASEMENT
BOTH SIDES OF THE FIELD TILE)
AS SCALED FROM COUNTY
N SURVEYOR'S LEGAL DRAIN MAPS
CRUSHED OR ABANDONED
CROSS RAILS HAYDEN RUN SITE PER
APPROED METHODS BY THE CITY OF CARMEL ENGINEER)
15 L.F. -6"
WYE LAT.
STA. 1+20
51
11 THR
N
23 L.F. -6"
WYE LAT.
STA. 2 +47 52
20
3 L.F. -6"
W LAT.
STA. +83
50
N
N
77 L.' -6"
WYE L
STA. 2 +7
T.
1}0
STA. 2 +77
22 L.F. -6"
WYE LAT.
STA. 2 +67
N
21
1
1
1
1
1
1
1
1
13 F. -6"
WYE AT.
STA. 1+
TT
I 22
I 1 1
13 L.F. -6"
WYE LAT.
STA. 0 +95
84 L.F. -6"
WYE LAT.
STA. 1+k3
48
47
46
23
13 L.F. -6"
WYE LAT.
STA. 0 +05
cn
N
920
8" S.D.R.
P.V.C. W. I
8" S.D.R.
P.V.C. E. 1
910
N ANHOLE 810 TIHR
STA. 9 +57
24
STREET E
27
CO
W
0
co
O
25
26
28
NOTES
SCALE: 1"=50' H OR.
1"=5' VERT.
SCALE: 1 50'
FULL DEPTH GRANULAR BACKFILL SHALL BE
INSTALLED ON ALL SEWER LATERAL STREET
CROSSINGS 8c 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
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SHEET NO.
C503
ENGINEERS LAND SURVEYORS
CONSULTING
REV. MANHOLE LABELS
REVISIONS