HomeMy WebLinkAbout0025-86 S-4 Development PlanLAKE No.4
(Normal Pool Elev.= 833.00)
(FUTURE)
1 1
I 1
r I
I I
I 1
30 "R
w
.P.
STR. N
(Roll Curb Inlet)
Pvnit El. 38.58
Inv. W.= 35.00
Inv. E.= 35.00
0
0
00Y.
t
jr 60'of 18 "C.M.P.
@5.67%
7.■
STR. N° 105
(End Section)
Inv.= 31.60
1 4r.oa 1
0,70:4
38' of 15 "C.M.P.
1)I.34%
STR. N 108
(Roll Curb Inlet)
Pvm t. El. 39.84
Inv. 37.01
O. 7d
-rnoK
141. osv
4 1
412
LAKE No.3
Normal Pool Elev. 834.10)
(High Water Elev. 837.27)
STR, N
(Staid. Curb Inlet
Pvm t. El.= 39.38
Inv.W.= 36.36
Inv.E.= 36.11
0.70N
42' of 15" C.M.P.
g 1.40%
o. 7o%
STR. N
(Roll Curb Inlet)
Pvm t. El. =39.78
Inv. 36.95
00 0
4(
RAMP
RAMP
I70 18 C.M.P.
0)0.82%
i
STR. N9.101
(End Section)
Inv. =31.60
40./4
40.04
STR. N 107
(Stand. Curb Inlet
Pvm t. El.= 39.33
Inv. W. 36.50
Inv. E. 36.25
141.01)
41.01.
0.70%
0.7o%
4
N
00 0
60 1 of 18
(05.20%
*4
STR. N 102
(Roll Curb Inlet)
Pvm t. EI. 38.90
Inv.W. 34.72
Inv. E. 34.72
0. 7
t
Originating Benchmark
Mine spike in north sides of power Dole
4 10 -106 -B at intersection of 116th Street
and Penn Road.
N NN
N N NN N
N
1
Elev. 846.64
CC
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1 1
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1 1
O 1 I
1 I
I
1 1
1 I I
1
I 1
1
1 1 1
1 I II
1
1 1
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1
LAKE. Nat
(Normal Pool Elev. 835.60)
(High Water Elev. 837. 26)
SCALE: I u 40
UTILITY OWNERS:
GAS:
INDIANA GAS COMPANY
ELECTRIC:
PUBLIC SERVICE OF INDIANA
TELEPHONE:
INDIANA BELL TELEPHONE CO.
WATER
INDIANAPOLIS WATER CO.
SANITARY SEWER:
CARMEL DEPT. OF PUBLIC WORKS
011111••• 41111■00111•110
-LEGEND-
Existing Storm Sewer
+40
loo.00j
Ns g
New Storm Sewe r''Inlet
Existing Grade Elevations
Finished Pavement Elevations
Ali Other Finished Elevations
Drainage Flow Direction
Snow Removal Direction
,§SIWIAL BUM
1. ANY PART OF THE SANITARY OR STORM SEWER RUNNING UNDER PAVED AREAS SHALL
BE BACKFILLED WITH GRANULAR MATERIAL.
2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION
AND INVERTS OF THE EXISTING SANITARY a STORM SEWERS BEFORE CONSTRUCTION
AND CONTACT SCHNEIDER ENGINEERING CORP. IF NOT FOUND TO BE AS NOTED.