HomeMy WebLinkAboutC203 - Emergency Flood Route S4B-C203756750755755751752753754
757 757756EX. 8" SDR-26 P.V.C.
EX. MH. #725
T.C.=757.98
8" S.D.R. 26 P.V.C E
INV.=748.98
8" S.D.R. 35 P.V.C W
INV.=749.08
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. #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
W W W WW W W W W W W W W W WW W W
W
W
EX. YARD INLET #836
T.C.=756.37
ADJUST TC = 755.40
12" R.C.P. W
INV.=752.50
EX. YARD INLET #825
T.C.=756.44
ADJUST TC = 755.90
15" R.C.P. W
INV.=751.54
12" R.C.P. E
INV.=751.54
EX. MANHOLE #826
T.C.=755.94
27" R.C.P. SW
INV.=751.16
18" R.C.P. S
INV.=751.25
15" R.C.P. E
INV.=751.16
EX. MANHOLE #862
T.C.=756.49
18" R.C.P. E
INV.=751.50
18" R.C.P. N
INV.=751.45
EX. CURB INLET #827
T.C.=756.18
27" R.C.P. NE
INV.=751.00
30" R.C.P. W
INV.=751.00
EX. YARD INLET #828
T.C.=755.47
30" R.C.P. E
INV.=750.80
30" R.C.P. W
INV.=750.80
12" R.C.P. S
INV.=751.00
15" R.C.P. N
INV.=751.00
EX. CURB INLET #829
T.C.=755.69
30" R.C.P. E
INV.=749.97
36" R.C.P. W
INV.=749.97
EX. CURB INLET
W/2' SUMP #829A
T.C.=755.63
36" R.C.P. E
INV.=749.91
36" R.C.P. W
INV.=749.91
EX. YARD INLET #843
T.C.=755.98
12" R.C.P. N
INV.=751.71
EX. END SECTION #830
36" R.C.P. E
INV.=749.79
EX. CURB INLET #839
T.C.=757.25
15" R.C.P. N
INV.=753.12
EX. MANHOLE #840
T.C.=757.15
15" R.C.P. S
INV.=752.91
18" R.C.P. W
INV.=752.00
12" R.C.P. E
INV.=752.10
EX. MANHOLE #837
T.C.=757.17
12" R.C.P. S
INV.=752.91
12" R.C.P. W
INV.=752.81
EX. CURB INLET #838
T.C.=757.32
12" R.C.P. N
INV.=752.99
EX. MH. #725
T.C.=755.57
EX. MH. #726
T.C.=756.32
8" S.D.R. 35 P.V.C S
INV.=746.22
8" S.D.R. 35 P.V.C E
INV.=746.32
EX. MH. #727
T.C.=756.66
8" S.D.R. 35 P.V.C N
INV.=747.36
8" S.D.R. 35 P.V.C S
INV.=747.14
8" S.D.R. 35 P.V.C W
INV.=747.04
EX. MH. #728
T.C.=755.61
8" S.D.R. 35 P.V.C N
INV.=748.22
EX. MH. #724
T.C.=758.66
8" S.D.R. 35 P.V.C E
INV.=751.07
EX. MH. #226
T.C.=758.65
8" S.D.R. 35 P.V.C W
INV.=749.66
8" S.D.R. 35 P.V.C E
INV.=749.56
EX. MH. #723
T.C.=758.23
8" S.D.R. 35 P.V.C W
INV.=749.17
8" S.D.R. 35 P.V.C E
INV.=749.13
EX. END SECTION #178
30" R.C.P. SE
INV.=749.81
W W W W W W W W W W W W
W W W W W 758.49758.44758.70758.48758.74758.84758.73758.86759.00758.94758.83759.01755.74756.07 756.03756.28756.04756.38 756.56757.12757.12757.26757.43758.06 758.30758.37 758.08 757.90 757.99756.32756.85757.59756.83757.28 757.88757.04757.01757.85757.72757.80758.26757.64757.24 758.21757.01756.84 758.17756.10755.14755.28 756.68756.96757.34756.14756.60756.61757.41758.23759.05758.92758.36758.65758.96758.93 758.27757.66758.77758.05757.55757.11757.67757.99757.62757.86 758.14 758.30 757.78 757.72 758.46758.34757.86> o o o > o o o > o o o
> o o o> o o o> o o o > o o o > o o o> o o o > o o o15' D&U.E. 15' D&U.E.15' D&U.E. 15' D&U.E. 15' D&U.E.10' D.U.&S.S.E. 10' D.U.&S.S.E.10' D.&U.E.10' D.&U.E. 10' D.&U.E. 10' D.&U.E. 10' D.U.&S.S.E. 10' D.U.&S.S.E. 10' D.U.&S.S.E.10' D.&U.E. 50'50'
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.
VAR. D.U.S.S.&
L.M.A.E.
VAR. I.E.E.& D.U.&S.S.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.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.4' R.A.E.4' R.A.E.75
8
756
752
753
THE GROVE AT THE LEGACY
SECTION THREE A
Inst.#2020004967
PC. #5, Slide #1105
BIRTHRIGHT WAY WILBUR ROAD(PRIVATE)BIRTHRIGHT WAY
PICKETT PLACE
JAMES DEAN DRIVE(PRIVATE)
(PRIVATE)
EX. 8" WATER MAIN
EX. FIRE HYDRANT
EX. FIRE HYDRANT
EX. 8" WATER MAIN
EX. FIRE HYDRANT
(PRIVATE)
758.83 757.89757.81757.69757.93757.49W W W W W W W W W W W W
50' I.E.E.
30' B-B
30' B-B
50' I.E.E.
30' B-B 50' I.E.E.30' B-B50' I.E.E.30' B-B10' 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.10' B.L.PICKETT PLACE
LARSON DRIVE15' D&U.E. 15' D&U.E.15' D&U.E.15' D&U.E. 15' D&U.E. 15' D&U.E.
15' D&U.E. 15' D&U.E. 15' D&U.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.E. 10' D.&U.E. 10' D.&U.E.10' D.&U.E. (PRIVATE)(PUBLIC) (PRIVATE) > o o o > o o o > o o o > o o o > o o o > o o o > o o o> o o o> o o o > o o o > o o o > o o o > o o o> o o o > o o o5+11
757.35
0+00
756.60
1+00
757.57
2+00
757.10
3+00
757.60
4+00
757.04
5+00
757.29
0+50
757.48
1+50
757.27
2+50
757.38
3+50
757.34
4+50
756.972+30756.290+00755.961+00756.512+00756.430+50 756.21 1+50756.70 0+00755.511+00756.322+00755.733+00756.014+00756.614+51756.350+50756.061+50756.032+50755.713+50756.31822
823
15 L.F. 12" R.C.P. @ 0.47%
824
240 L.F. 15" R.C.P. @ 0.22%
191 L.F. 15" R.C.P. @ 0.31%
831 832
15 L.F. 12" R.C.P. @ 1.40% 115 L.F. 18" R.C.P. @ 0.20%835
844
188 L.F. 12" R.C.P. @ 0.30%861
113 L.F. 24" R.C.P. @ 0.12%864
191 L.F. 15" R.C.P. @ 0.18%
865
15 L.F. 12" R.C.P. @ 1.00%HP 1+42.93756.71 LP
1+91.00
757.08
HP
2+96.84
757.60
LP
4+30.44
756.92
GRD.CHG.
0+13.00
756.88
HP
0+78.23
757.66
HP0+90.67756.33LP2+26.40755.63HP4+11.38756.63160 L.F. 12" R.C.P. @ 0.61%
769
774
790 791
864A WILBUR ROAD0.60% -0.60%L.C.A. #11
3,150 sq.ft. 39 L.F. SWALE @ 1.00%41 L.F. SWALE @ 1.75%39 L.F. SWALE @ 1.00%82 L.F. SWALE @ 1.12% 8687 88 89 90 91 92 141 140 139 138137
9998 97 96 95 94 93 132 133 134 135 136
166
167
161
160
159168
158
169
170 157
171
172
173
174
175
WW W W W W W W W W WL.C.A. #10
2,726 sq.ft.W W W W WMLAG 757.3MLAG 757.4MLAG 757.3 MLAG 757.3MLAG 757.1MLAG 757.3MLAG 757.3MLAG 757.3 MLAG 757.1MLAG 757.3MLAG 756.8 MLAG 756.8 MLAG 757.1MLAG 756.8MLAG 756.8MLAG 758.1
MLAG 758.3
MLAG 758.1
MLAG 758.3
MLAG 758.1
MLAG 758.3
MLAG 758.1
MLAG 758.3
MLAG 758.1
MLAG 758.1
MLAG 758.5
MLAG 758.1
MLAG 758.3 MLAG 758.3 MLAG 758.3 MLAG 758.3 MLAG 758.1 MLAG 758.1
MLAG 758.7 MLAG 758.7 MLAG 758.7 MLAG 758.7 MLAG 758.7 MLAG758.7
MFF759.2MFF759.2MFF759.2 MFF759.6
MFF 759.6 MFF 759.0 MFF 759.0 MFF 759.0MFF 759.6 MFF 759.6
MFF759.6 MFF759.6 MFF 757.8MFF 757.8MFF 757.9MFF 757.8MFF 757.8 MFF 757.4MFF 757.4MFF 757.5MFF 757.5121 L.F. SWALE @ 1.00% 80 L.F. SWALE @ 1.00% 80 L.F. SWALE @ 1.00% 120 L.F. SWALE @ 1.00%40 L.F. SWALE @ 1.00%
15' D&U.E. 15' D&U.E. 15' D&U.E.
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK5' SIDEWALKV.A.R. R/W
BIKE PROMENADE
V.A.R. R/W
BIKE PROMENADE
12' PATH 12' PATH 12' PATHG.C.A. #12
1,859 sq.ft.
V.A.R. R/W
BIKE PROMENADE
VAR. D.U.&S.S.E
& L.M.A.E.
VAR. D.U.&S.S.E
& L.M.A.E.
VAR. D.U.&
.A.E.& L.M.A.E.
RISER
T.C.=757.3
756.8H.P.756.5756.3
H.P.758.4758.0758.4758.2757.8757.7757.3757.7757.5757.1756.5
756.3
756.3
755.8
756.2
756.6
756.5 756.5
757.1
756.3 757.1
H.P.
756.3
757.1 757.1
757.1 755.2755.9756.6756.2755.4756.9756.0
756.1 756.2
755.8
H.P.
755.4
756.1
H.P.
755.4
755.9
755.6
758.5758.2758.5 758.5 758.5 758.5
757.7757.7 758.0 758.0 758.0 758.0 757.0757.0756.8 756.8756.7756.7756.7756.5756.5758.2 757.6 755.2 758.5758.5758.5758.5758.2758.0758.0758.0757.7757.7758.3757.0
757.0756.8
756.8
756.8
756.7
756.5
756.5
756.5
756.5
755.4 756.6755.8 756.5 756.1
757.5
H.P.757.7 755.9
756.5 757.6 756.0M.E.755.4M.E.755.4M.E.755.2M.E.755.5M.E.488' L.F.OF PROPOSED 6" SSD 230' L.F. OF PROPOSED 6" SSD161' L.F. OF PROPOSED 6" SSD 162' L.F. OF PROPSED 6" SSD 757.8757.8757.8757.4757.4757.4756.7H.P.757.3 757.1
757.5 757.1
756.4
756.3
755.7
756.0
756.7 755.8
756.3 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 BC203REVISED GRADING & EMERGENCY FLOOD ROUTE08/31/20KJJMREVISED GRADING & EMERGENCY FLOOD ROUTE09/02/20KJJMGRAPHIC 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\C203 - Emergency Flood Route S4B.dwg - C203Modified / By: September 2, 2020 2:21:33 PM / kmitchellPlotted / By: September 2, 2020 2:21:45 PM / Kenny Mitchell04/29/20 REVISED PER TAC COMMENTS DSM05/13/20 REVISED PER CLIENT COMMENTS DSMLEGEND
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