HomeMy WebLinkAboutC202 Flood Management Plan-C202P.W.P.
P.W.P.
P.W.P.
P.W.P.P.W.P.S00°20'13"W 2631.74'E. LINE, SE. 1/4, SEC. 34, T.18N., R.3E.TC=860.88'
IE N. 18" PVC=839.99'
IE S. 18" PVC=839.91'
TC=857.24'
IE N. & S. 18" PVC=838.99'
IE 12" CMP=855.77'IE 12" CMP=855.94'
FOUND REBAR W/ CAP
STAMPED "WEIHE"
0.3' N. & 24.8' W. OF COR.
CLARI
A
N
H
E
A
L
T
H
PARTN
E
R
S
,
I
N
C
.
INSTR
.
N
o
.
2
0
0
3
-
9
2
2
1
3
11'88.0'9'WOODED
AREA SPRING MILL ROAD(PUBLIC - VARIABLE R/W)21.0' PAVEMENT WIDTH
CULTIVATED
FIELD ASPHALTASPHALTONE STORY
WOOD
SHED 859.27859.22860.81860.81860.57859.00T.P.859.12860.60860.88859.54860.54860.84859.07860.12860.33858.36859.49859.69858.75857.66856.92858.23858.34856.79858.00857.84857.76857.93857.99858.16858.52P.W.P.
EOH_E
139
856.50
M
M 858.85P.W.P.859.20857.73857.45854.10854.20854.30854.30854.50854.80854.90855.50855.50856.80856.90857.20857.20857.20857.30857.40857.40857.40857.50857.60857.70857.70858.20858.30858.50859.50859.60860.50860.60860.60860.80858.89P.W.P.858.31857.12857.49T E RH U N E L A N E
R I V E
HAMLET DRIVEOTTO LANEEX. CURB INLET #635
T.C.=853.88
12" R.C.P. N
INV.=850.23
EX. CURB INLET #636
T.C.=854.04
12" R.C.P. S
INV.=850.09
12" R.C.P. NW
INV.=849.99
EX. DBL. CURB INLET #639
T.C.=854.07
12" R.C.P. SE
INV.=849.56
15" R.C.P. W
INV.=849.46
EX. CURB INLET w/ 2' SUMP #640
T.C.=854.23
15" R.C.P. E
INV.=849.30
18" R.C.P. W
INV.=849.20
EX. MH. #JG839
T.C.=855.69
8" S.D.R. 35 P.V.C N
INV.=844.18
8" S.D.R. 35 P.V.C E
INV.=844.08
EX. MANHOLE #641
T.C.=855.06
18" R.C.P. E
INV.=848.80
18" R.C.P. W
INV.=848.70
EX. MH. #JG838
T.C.=857.74
8" S.D.R. 35 P.V.C W
INV.=842.47
8" S.D.R. 35 P.V.C N
INV.=842.37
EX. CURB INLET #628
T.C.=855.88
18" R.C.P. E
INV.=850.16
18" R.C.P. W
INV.=850.06
EX. CURB INLET #627
T.C.=855.87
18" R.C.P. E
INV.=849.88
18" R.C.P. W
INV.=849.79
EX. MH. #JG840
T.C.=856.93
8" S.D.R. 35 P.V.C N
INV.=845.73
8" S.D.R. 35 P.V.C W
INV.=845.81
8" S.D.R. 35 P.V.C S
INV.=845.63
EX. MH. #JG847
T.C.=857.31
8" S.D.R. 35 P.V.C W
INV.=847.53
8" S.D.R. 35 P.V.C S
INV.=847.33 10' B.L.
VAR.
R.D.E.&U.E.&P.A.E.
&S.S.E.&L.M.A.E.&B.M.P.E.
VAR. D.&U.E.
&
L
.
M
.
A
.
E
.
VAR. D.&U.E.&L
.
M
.
A
.
E
.10' B.L.50' 1/2 R/W13' B.L. & D.U.&S.S.E.15' B.L.15' B.L.10' B.L.10' B.L.5' N.A.E.5' N.A.E.10' B.L.10' U.E.30' R.D.E.&U.E.15' D.&U.E.15' D.&U.E.30' R.D.E.10' D.&U.E.10' D&U.E.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.856.58857.50858.08858.07857.77857.40857.00857.06856.61856.38855.39857.76857.48857.54857.34857.38857.69857.72857.49857.00856.16855.97855.90856.99857.65858.00859.27860.70861.46861.62860.34858.79
859.00858.92860.48860.14861.74861.48860.93860.92859.50859.59857.56857.67857.40857.41857.49856.68856.32855.27855.25855.97
855.06855.14856.90856.94857.24857.10856.90856.64855.97856.97856.85857.03856.65857.14857.32857.38857.17856.53856.69856.88856.99856.81856.52856.24856.41856.65856.54856.34856.38856.73
856.39855.94856.39856.69856.91856.43856.62856.68856.33856.18856.62856.52856.90856.78856.50856.70856.90856.93856.93856.82856.56856.52856.66856.87856.86856.79856.71856.46856.68856.59856.76856.76857.04857.04857.14857.06857.18856.94857.04857.04854.67854.00853.98854.69853.81853.42852.81851.78857.09857.07856.99857.28857.05856.46857.03856.68856.24857.34857.69852.49852.96856.22857.15
857.73857.69857.04857.06857.36856.23856.71856.50856.38856.74855.90855.27854.99854.44854.10854.23854.85855.42855.88855.42854.94854.69854.11853.87853.39853.77853.93854.62854.64854.45856.75857.01857.00856.70856.84856.83856.90857.24857.02856.68857.24857.14857.10857.02857.25857.12857.52857.50857.19856.89856.08856.60856.32856.05855.55855.26854.92854.55854.16854.06854.16854.86
855.19
854.12854.66855.36855.03854.91855.07854.86855.21855.20EX. TEMP END SECTION #852
TO BE REMOVED
15" R.C.P. E
INV.=851.38
EX. YARD INLET #851
T.C.=854.76
15" R.C.P. W
INV.=851.06
15" R.C.P. E
INV.=850.97
EX. END SECTION #850
15" R.C.P. W
INV.=850.84
EX. OUTLET CONTROL #638
T.C.=853.76
18" R.C.P. W
INV.=850.73
SEA BIRD WA
Y SIGILARY WAY856.81857.00856.23856.19856.22856.77856.45856.32857.12856.52856.26856.77851.41850.94850.97851.10851.08851.04851.03851.00851.16850.84850.85850.91850.97
851.00850.89850.80855.70856.99
856.09856.01856.63855.50855.46850.79850.77850.78850.85850.84850.85850.92850.87851.07855.76855.74857.06857.34858.06857.99858.56858.48859.55854.35855.04855.70856.54855.93855.63856.19855.13854.63854.11854.32854.84854.67854.81854.37854.28854.73854.80854.73854.61854.16855.71855.52855.04855.13854.72854.75856.06854.71855.46856.21856.14856.06854.63855.42855.54854.88858.18859.84854.75856.75856.69856.96856.73856.69855.72856.68856.84856.72856.87856.61856.76856.79856.76856.86855.09857.37857.31857.34857.50857.38856.54856.35857.40857.60857.61857.49852.42EXISTING
HAMLET BMP
DRY
DETENTION
BASIN
2 YEAR=852.14
10 YEAR=853.10
100 YEAR=854.63
TOP OF BANK=854.8
EX. MH. #JG837
T.C.=857.18
ADJUST TC=858.10
8" S.D.R. 35 P.V.C S
INV.=841.28
10" S.D.R. 35 P.V.C E
INV.=841.08 EX. 10' PATHEX. 10' PATH854.85854.4085
5
.
1
1 855.52855.07854.70854.
5
5
854.25854.10855.18856.09
SEA BIRD W
A
Y
17' B.L.10'
B.L
.
17' B.L.
17' D.U.&S.S.E.
17' U.E.10' U.E
.10' U
.E
.10' U.E.13'
D
.U
.&S
.S
.E
.
VAR.
R.D.E.&U.E.&P.A.E.
& S.S.E.
&L.M.A.E.OTTO LANE20'18'10'TYP.
20'
TYP.VAR.
I
.E.E
.&R.D
.E.&S.S
.E
.&U
.E.
VAR.
R.D.E.&U.E.
P.A.E. & S.S.E.
&L.M.A.E.
VAR. R.D.E.&U.E.
& S.S.E. &L.M.A.E.
VAR.
R.D.E.&U.E.
&
S.S.E.
&L.M.A.E.5' N.A.E.10' B.L.10' B.L.15' B
.L
.15' B
.L
.15' B.L.15' B.L.13' B.L.13' B
.L.
VAR. B.L.
17' B.L.17' B.L.VAR. B.L.10' B.L
.10'
B.L
.10'
B.L
.10' B
.L.(Alley)(PRIVATE)10'
U
.E.
10' B.L.10' B.L.S10' B.L.10' B.L.â„„SPRINGMILL ROAD15.0'
5' SW 5' SW
> o o o> o o o10' D.&U.E 10' D.&U.E15'
D
.&U
.E
.15' D.&U.E
.15' D.&U.E.15'
D
.&U
.E.5' SW
5' SW
BLOCK 'B'3+84856.520+00856.901+00856.302+00856.253+00856.190+50856.601+50856.012+50856.483+50856.311+91
855.61
1+00
856.63
0+50
856.46
1+50
856.09
> o o o > o o o
855.0
855.0
854.7
855.0
855.6
856.2
856.2
856.3
856.3
856.2
856.5
856.3
856.5856.1856.4856.1866
865855.5854.6854.5
856.4855.0858.0857.3Pad for Lots 32-35
856.0
Pad for Lots 28-31
857.5
Pad for Lots 36-40857.0Pad for Lots 41-44857.1Pad for Lots 23-27857.4856.7
856.4
856.5
857.1
855.0857.3
856.3856.9
856.9
856.0858.0856.9856.9856.9LP1+57.93856.00HP2+40.91856.49LP3+14.52856.16HP
0+89.09
856.66
854.6 854.4
852
JGH202
JGH201
JGH200
6' B.L.5' N.A.E.SIGILLARY LANERAYLE DRIVE
HYDRANT
W/VALVE
HYDRANT
W/VALVE
HYDRANT
W/VALVE
8"x8"
TEE
11.25°
BEND
8" VALVE
8" VALVE
EX. 50' 1/2 R/W
EX. 58' R/WLots 23-27 MLAG=857.4Lots 23-27 MFPG=857.4Lots 23-27 MLAG=857.4Lots 23-27 MFPG=857.4MFF=858.3Lots 41-44 MLAG=857.4Lots 41-44 MFPG=857.4MFF=858.3Lots 41-44 MLAG=857.4Lots 41-44 MFPG=857.4Lots 28-31 MLAG=857.4Lots 28-31 MFPG=857.4
Lots 28-31 MLAG=857.4Lots 28-31 MFPG=857.4
MFF=857.9
Lots 32-35 MLAG=857.4Lots 32-35 MFPG=857.4
Lots 32-35 MLAG=857.4Lots 32-35 MFPG=857.4
MFF=857.9Lots 36-40 MLAG=857.4Lots 36-40 MFPG=857.4Lots 36-40 MLAG=857.4Lots 36-40 MFPG=857.4MFF=857.9864
863
856.44SIGILLARY LANE8" D.I.8" D.I
.8" D.I.
REMOVE AND
RELOCATED EX.
TEMP HYDRANT
8" D
.I.
50' R/W
×
×
××(PRIVATE)(PRIVATE)6' B.L.
6' B.L.
6' B.L.
6' B.L.
6' B.L.
6' B.L.
6' B.L.
6' B.L.
6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L. & D.&U.E.0+000+450+00
0+36VAR.
S.L.E.
6' B.L. & R.D.E.
6' B.L.
6' B.L.
6' B.L.
6' B.L.
VAR. I.E.E.
&R.D.E.&
S.S.E.&U.E.
856.5
855.5
20'30'30'DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942EMERGENCY FLOOD ROUTE PLANC202
50'25'50'0
1" = 50 FT
60160HAM-S2THE HAMLET at JACKSONS GRANTADG BAH CARMELHAMILTON COUNTY, INDIANA01/16/19DP
IT
E
S
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E
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TS R
P
RTE
WLE
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HVADIRJ .ADNINAI EEG NIRENOILA NS
FEPRO STATE OF
S
SECTION 2File Name:S:\60160HAM-S2\DWG\C202 Flood Management Plan.dwg - C202Modified / By:April 18, 2019 1:30:49 PM / bhuffPlotted / By:July 1, 2019 2:14:31 PM / Kenny Mitchell03/12/19JAWREVISED PER TAC COMMENTSAPPROVAL PENDING - NOT FOR CONSTRUCTION07/01/19KJJMMOVED SANITARY STRUCTURE #JGH202LEGEND
EMERGENCY FLOOD ROUTING
EMERGENCY OVERFLOW PONDING
(FOR 100 YEAR STORM ASSUMING ALL INLETS ARE
COMPLETELY CLOGGED.)