HomeMy WebLinkAboutC202 - Emergency Flood Route S4A-C202750
750750750755
747747
748
748 749
749
751751751751751752752752752752752
752753753
753754754754754754756 756
756
756
757 756753FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
EX. 8" SDR-26 P.V.C.
EX. 8'x3' CONCRETE BOX CULVERT
EX. MH. #714
T.C.=754.21
8" S.D.R. 26 P.V.C W
INV.=740.71
8" S.D.R. 26 P.V.C E
INV.=740.65
EX. MH. #713
T.C.=753.44
8" S.D.R. 26 P.V.C W
INV.=739.21
8" S.D.R. 26 P.V.C E
INV.=739.16
EX. MH. #712
T.C.=755.06
8" S.D.R. 26 P.V.C S
INV.=741.69
8" S.D.R. 26 P.V.C N
INV.=737.61
8" S.D.R. 26 P.V.C W
INV.=737.43
8" S.D.R. 26 P.V.C E
INV.=737.09
EX. MH. #720
T.C.=755.45
8" S.D.R. 35 P.V.C S
INV.=743.86
8" S.D.R. 26 P.V.C N
INV.=743.76
EX. MH. #721
T.C.=754.91
8" S.D.R. 35 P.V.C N
INV.=748.26
EX. MH. #722A
T.C.=755.68
8" S.D.R. 26 P.V.C E
INV.=742.24
8" S.D.R. 26 P.V.C S
INV.=737.81
EX. CURB INLET #812
T.C.=755.32
12" R.C.P. E
INV.=751.76
EX. BOX CULVERT 117
INV.=747.19
EX. BASIN (VS4)
N.P.=746.75
2 YR. ELEV.=749.08
10 YR. ELEV.=749.99
100 YR. ELEV.=752.20
T.O.B.=752.00
W W WWW W W
EX. YARD INLET #843
T.C.=755.98
12" R.C.P. N
INV.=751.71
T.C.=757.25
15" R.C.P. N
INV.=753.12
INV.=752.91
18" R.C.P. W
INV.=752.00
12" R.C.P. E
INV.=752.10
EX. CURB INLET #838
T.C.=757.32
12" R.C.P. N
INV.=752.99
EX. MH. #725
T.C.=755.57
8" S.D.R. 35 P.V.C N
INV.=745.22
8" S.D.R. 35 P.V.C SE
INV.=745.12
EX. MH. #728
T.C.=755.61
8" S.D.R. 35 P.V.C N
INV.=748.22
EX. CURB INLET #877
T.C.=753.21
12" R.C.P. E
INV.=749.70
15" R.C.P. SW
INV.=749.70
EX. CURB INLET #876
T.C.=753.69
12" R.C.P. W
INV.=749.80
EX. MANHOLE #139
T.C.=754.10
30" R.C.P. N
EX. MANHOLE #177
T.C.=754.60
30" R.C.P. NW
INV.=748.97
30" R.C.P. S
INV.=748.87
EX. END SECTION #178
30" R.C.P. SE
INV.=749.81
EX. INLET #881
T.C.=754.04
12" R.C.P. S
INV.=750.28
EX. MANHOLE #878
T.C.=755.14
15" R.C.P. NE
INV.=749.60
18" R.C.P. SW
INV.=749.60
12" R.C.P. N
INV.=749.60
EX. END SECTION #879
18" R.C.P. N
INV.=749.22 EX. END SECTION #458AEX. END SECTION #143EX. END SECTION #143A W WW W WW W WWEX. MANHOLE #870A
T.C.=754.01
12" R.C.P. E
INV.=747.69
12" R.C.P. S
INV.=747.59
EX. END SECTION #871
12" R.C.P. N
INV.=747.38
EX. CURB INLET #811
T.C.=753.06
12" R.C.P. W
INV.=749.37
12" R.C.P. E
INV.=749.47
EX. CURB INLET #810
T.C.=753.00
12" R.C.P. W
INV.=749.63
EX. CURB INLET #850
T.C.=752.46
27" R.C.P. S
INV.=747.91
EX. END SECTION #25
27" R.C.P. N
INV.=747.26
EX. END SECTION #14
24" R.C.P. W > o o o15' D&U.E.10' D.U.&S.S.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.50'
VAR. D.U.S.S.&
L.M.A.E.
VAR. D.U.S.S.&
L.M.A.E.
VAR. D.U.S.S.&
L.M.A.E.
4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.75 6 THE GROVE AT THE LEGACY
SECTION THREE A
Inst.#2020004967
PC. #5, Slide #1105
EX. 12" FORCEMAIN
EX. 8" WATER MAIN
EX. 8" WATER MAIN
EX. FIRE HYDRANT
W W W W W W W W W W W W W W W W W
W W W W W W WW W W W W W WW W W W W W W W W W W W50' R/W30' B-BGUEST PARKING8 SPACESGUEST PARKING8 SPACES0+25754.336+97
755.38
0+00
754.16
1+00
754.27
2+00
754.48
3+00
755.15
4+00
755.82
5+00
755.64
0+50
754.28
1+50
754.17
2+50
754.82
3+50
755.48
5+50
755.31
6+50
755.10
50 L.F. 12" R.C.P. @ 0.80%30 L.F. 12" R.C.P. @ 0.30%92 L .F . 1 2 " R .C.P . @ 0 .5 3 %117 L.F. 15" R.C.P. @ 0.87%112 L.F. 27" R.C.P. @ 0.10%30 L.F. 12" R.C.P. @ 0.30%137 L.F. 12" R.C.P. @ 0.77%248 L.F. 12" R.C.P. @ 0.51%
HP
4+36.87
756.00
LP
6+14.60
754.94
GRD.CHG.
1+85.53
754.39
HP
0+74.71
754.42
LP
0+19.08
754.09
LP
1+30.89
754.12 GRD.CHG.0+13.38754.11236 L.F. 21" R.C.P. @ 0.14%2+64 756.54 1+00755.42 2+00756.160+50754.982+50756.461+00
755.59
2+00
754.99
3+00
755.27
4+00
756.05
1+50
755.29
3+50
755.66
184A
756.6
183A
756.6 182A
756.2
66A
756.6 67A
756.7
68B
757.0
180B
756.0
181B
756.0 65B
756.0
64B
756.0
63B
757.1
176B
755.0 62A
756.0
754.7
754.0
754.1
754.1
756.2
753.4754.9755.4755.9756.3755.9755.3
756.1755.5 754.0754.7754.4754.1754.7755.0
754.6 755.5756.7755.2
756.0
184B
756.6
183B
756.6 182B
756.2
66B
756.6 67B
756.7
68A
757.0
62B
756.0
61A
756.3
61B
756.3
60A
756.7
60B
756.7
176A
755.0
177B
755.5
177A
755.5
178B
755.0
178A
755.0
179B
756.0
179A
756.0
180A
756.0
181A
756.0 65A
756.0
64A
756.0
63A
757.1
2+64752.131+00754.552+00 753.94 0+50753.832+50752.53GRD.CHG.1+52.00755.30GRD.CHG.0+13.38753.74GRD.CHG.0+35.01 753.61 GRD.CHG.
0+12.00
755.40
GRD.CHG.
0+62.45
755.81
GRD.CHG.
2+36.21
754.77
GRD.CHG.
4+35.99
756.34
GRD.CHG.
4+72.00
756.12 GRD.CHG.0+13.38754.66GRD.CHG.1+52.00755.8730 L.F. 12" R.C.P. @ 0.43%
31 L.F. 12" R.C.P. @ 0.33%311 L.F. 30" R .C.P. @ 0.27%755.8 755.4 755.9 756.5756.2ANTIQUITY DRIVE
(PUBLIC)WILBUR ROAD(PRIVATE)ALLEY WEST(PRIVATE)MLAG 757.3
MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3MFF 757.3MFF 757.3
MFF 755.8
MFF 755.8
MFF 756.7
MFF 756.7
MFF 755.8
MFF 755.8
MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.8 MFF 757.8
MFF 757.8
MLAG 755.0 MLAG 757.3 MLAG 757.3MLAG 755.9 MLAG 757.8
MLAG 756.8
MLAG 756.8
MLAG 756.8
MLAG756.8
MLAG 756.8
MLAG 756.8MLAG 756.8MLAG 756.8 MLAG756.8 MLAG 756.8
MLAG 755.9 MLAG 755.3 MLAG 755.3 MLAG 755.3MFF 757.8
MFF 757.8
MFF 757.8
MFF 756.7
MFF 756.7
ALLEY EAST(PRIVATE)23 L.F. 12" R.C.P. @ 0.30%
14 L.F. 12" R.C.P. @ 0.30%
14 L.F. 15" R.C.P. @ 0.30%
750
753752751
754
755 756.6 756.0753.7 753.7 753.7 753.8
755.1 754.9 755.4 756.0 756.0756.0756.0757.1755.2754.8756.3
MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3
10' B.L. 10' B.L. 10' B.L.10' B.L.10' B.L. 10' B.L.10' B.L.10' B.L.10' B.L.LARSON DRIVE(PUBLIC)LARSON DRIVE(PUBLIC)*
**
20 FEET
FORCE MAIN EASEMENT
INSTR. No. 2008043639 30' R.D.E.CHERRY CREEK BOULEVARD5' SIDEWALK5' SIDEWALK 5' SIDEWALK
5' SIDEWALK
5' SIDEWALK 5' SIDEWALK
5' SIDEWALK10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.U.&S.S.E.
10' D.U.&S.S.E.10' D.U.&S.S.E. 10' D.U.&S.S.E.
10' D.U.&S.S.E.
10' D.U.&S.S.E. 10' D.U.&S.S.E. 10' D.U.&S.S.E.10' B.L.6' D.U.&S.S.E. 6' D.U.&S.S.E.10' D.U.&S.S.E.VAR. SIGNEA
S
EM
EN
T
ANTIQUITY DRIVE
(PUBLIC)
ALLEY WEST TO EAST
(PRIVATE)
755.0 756.2756.2440' L.F. OF PROPOSED 6" SSD 229' L.F. OF PROPOSED 6" SSD511' L.F. OF EXISTING 6" SSD
600' L.F. OF EXISTING 6" SSD
756.3755.8
753.7 754.7
754.3 DATE MARK REVISIONS BYCERTIFIED: S & A JOB NO.THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, A ROUTESURVEY 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: 317.849.5942SHEET NO.
DRAWN BY: CHECKED BY:EMERGENCY FLOOD ROUTESECTION FOUR AC202
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
55115PYT-S4THE GROVE at THE LEGACYKJJM/JAW BKR CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/18/20DP
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File Name: S:\55115-PYT-S4\DWG\C202 - Emergency Flood Route S4A.dwg - C202Modified / By: September 1, 2020 8:24:11 AM / kmitchellPlotted / By: September 1, 2020 8:25:00 AM / Kenny Mitchell04/29/20 REVISED PER TAC COMMENTS DSM05/13/20 REVISED PER CLIENT COMMENTS DSM08/31/20 REVISED GRADING & EMERGENCY FLOOD ROUTE KJJMLEGEND
DENOTES CONSTRUCTION LIMITS
EMERGENCY FLOOD ROUTING
EMERGENCY OVERFLOW PONDING
(FOR 100 YEAR STORM ASSUMING ALL INLETS ARE
COMPLETELY CLOGGED.)
Minimum Flood Protection Grades
From Sections 104.02, 302.06 and 303.07 of the City of Carmel Storm Water Technical
Standards Manual
1. Definitions
a. Minimum Flood Protection Grade of all structures fronting a pond or open ditch
shall be no less than 2 feet above any adjacent 100-year local or regional flood
elevations, whichever is greater, for all windows, doors, pipe entrances, window
wells, and any other structure member where floodwaters can enter a building.
b. Lowest Adjacent Grade is the elevation of the lowest grade adjacent to a structure,
where the soil meets the foundation around the outside of the structure (including
structural members such as basement walkout, patios, decks, porches, support posts
or piers, and rim of the window well.
2. Standard: Lowest Adjacent Grade
a. General
i. The Lowest Adjacent Grade for residential, commercial, or industrial
buildings shall have two feet of freeboard above the flooding source's
100-year flood elevation under proposed conditions.
b. For areas outside a Special Flood Hazards Area (SFHA) or FEMA or IDNR
designated floodplain
i. The Lowest Adjacent Grade for all residential, commercial, or industrial
buildings adjacent to ponds shall be set a minimum of 2 feet above the
100-year pond elevation or 2 feet above the emergency overflow
weir elevation, whichever is higher.
ii. The Lowest Adjacent Grade for all residential, commercial, or industrial
buildings shall be set a minimum of 2 feet above the highest noted overflow
path/ponding elevation across the property frontage.
iii. In addition to the Lowest Adjacent Grade requirements, any basement floor
must be at least a foot above the normal water level of any wet-bottom pond.
1. Design Notes:
a. Each lot that is adjacent to a pond, open ditch or flooding source has a flood
protection grade. There are instances where there are multiple different flooding
sources for 1 structure. In this case, there should be a flood protection grade listed
for each side of the structure in the event that piping from the structure
discharge to either flood source.
b. Finished floor elevation or the lowest building entry elevation shall be no less than 6
inches above finished grade around the building. Also, the building's lowest entry
elevation that is adjacent to and facing a road shall be a minimum of 15 inches
above the road elevation.
09/11/20