HomeMy WebLinkAboutC201 - Emergency Flood Route-C201757750755755755751752753754757 753753751
750
748749
751752
753
755757755
756
755.89EX. 10" SDR-26 P.V.C.EX. 12" WATERMAINEX. MH. #705
T.C.=756.32
10" S.D.R. 26 P.V.C N
INV.=736.96
10" S.D.R. 26 P.V.C S
INV.=736.94
8" S.D.R. 26 P.V.C W
INV.=747.46
EX. MH. #706
T.C.=756.82
10" S.D.R. 26 P.V.C S
INV.=738.08
EX. MH. #736
T.C.=755.93
8" S.D.R. 35 P.V.C S
INV.=750.50
EX. MH. #727
T.C.=755.19
8" S.D.R. 26 P.V.C S
INV.=745.62
8" S.D.R. 35 P.V.C E
INV.=747.53
8" S.D.R. 35 P.V.C W
INV.=745.83
EX. MH. #726
T.C.=758.49
8" S.D.R. 26 P.V.C N
INV.=744.62
8" S.D.R. 26 P.V.C S
INV.=744.52
8" S.D.R. 26 P.V.C W
INV.=746.23
EX. MH. #734
T.C.=757.89
8" S.D.R. 35 P.V.C S
INV.=748.92
8" S.D.R. 26 P.V.C E
INV.=748.82
8" S.D.R. 35 P.V.C N
INV.=749.70
EX. YARD INLET #800
T.C.=755.77
15" R.C.P. N
INV.=751.41
18" R.C.P. S
INV.=751.31
EX. YARD INLET #799
T.C.=755.68
15" R.C.P. S
INV.=752.05
12" R.C.P. N
INV.=752.65
EX. END SECTION #800A
12" R.C.P. S
INV.=753.15
EX. YARD INLET #836
T.C.=756.37
ADJUST TC = 755.40
12" R.C.P. W
INV.=752.50EX. END SECTION #830
36" R.C.P. E
INV.=749.79
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
VAR. D.U.S.S.&756751
752
753
754
PICKETT PLACE SPURR LANE(PRIVATE)(PRIVATE)EX. 8" WATER MAIN
EX. FIRE HYDRANT
EX. FIRE HYDRANT756.45
EX. CURB INLET #831
T.C.=756.34
12" R.C.P. E
INV.=752.46
EX. MANHOLE #832
T.C.=756.25
12" R.C.P. W
INV.=752.05
18" R.C.P. S
INV.=751.67
15" R.C.P. E
INV.=751.77
EX. YARD INLET #864
T.C.=756.06
15" R.C.P. W
INV.=752.11
12" R.C.P. E
INV.=752.11
EX. YARD INLET #864A
T.C.=756.26
12" R.C.P. E
INV.=752.62
12" R.C.P. W
INV.=752.52
EX. YARD INLET #835
T.C.=757.09
12" R.C.P. W
INV.=753.72
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. #791
T.C.=758.54
8" S.D.R. 35 P.V.C W
INV.=750.60
8" S.D.R. 35 P.V.C E
INV.=750.50
EX. MH. #790
T.C.=758.69
8" S.D.R. 35 P.V.C E
INV.=751.59
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. MH. #769
T.C.=756.93
8" S.D.R. 35 P.V.C S
INV.=748.45
8" S.D.R. 35 P.V.C N
INV.=748.55
EX. MH. #774
T.C.=756.49
8" S.D.R. 35 P.V.C S
INV.=748.22
8" S.D.R. 35 P.V.C N
INV.=748.32
757
750 749
751752
753
750749
751 752
750
748 749
751 752748 750
748 749
751 752 753 754747750749751752750
748749
751752
EXISTING PATH W W W W W W W WW WW W W W W W W WW W W W W W W W W W W W W W W W W W W W W W W W W W
L.C.A. #7
1,869 sq.ft.
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.
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.10' B.L.VAR. D.U.&
L.M.A.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. 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.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.&S.S.E.
10' D.&U.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.10' B.L. VAR. D.U.PA,
L.M.A.E. & B.M.P.E.
5' WALK (BY BUILDER)5' WALK (BY BUILDER)5' WALK (BY BUILDER)
G.C.A. #15
77,300 sq.ft.
G.C.A. #16
23,700 sq.ft.
VAR. D.U.PA,
L.M.A.E. & B.M.P.E.
> 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 o10+50
754.99
0+50
754.91
1+00
755.35
1+50
755.78
2+00
756.22
2+50
756.23
3+00
755.63
3+50
755.02
4+00
754.42
4+50
753.99
5+00
754.27
5+50
754.83
6+00
755.37
6+50
755.36
7+00
755.01
7+50
754.66
9+00
754.07
9+50
753.86
10+00
754.39 0+00756.771+00755.370+50756.076+00756.66 5+50756.366+89752.843+59756.704+00756.094+50755.345+00754.725+50754.236+00753.736+50753.2311+18754.558+00756.088+50 755.48 9+00 754.88 9+50754.7410+00755.0410+50755.33 11+00754.88818 317 L.F. 18" R.C.P. @ 0.33% 100 L.F. 21" R.C.P. @ 0.44%820
30 L.F. 21"
R.C.P. @ 0.47%
821
60 L.F. 21" R.C.P. @ 0.47%
857
13 L.F. 12" R.C.P. @ 0.32%78 L.F. 12" R.C.P. @ 0.72%860
15 L.F. 21" R.C.P. @ 0.27%
866
15 L.F. 15" R.C.P. @ 0.53%5+22.37 756.27 LP 6+15.22756.75GRD.CHG. 4+55.66
753.98
LP 6+23.01
755.49
HP 7+77.15
754.56
LP 9+37.32
753.83
LP8+23.00
754.98
GRD.CHG.8+36.37
754.70
GRD.CHG. 8+09.62
754.70
GRD.CHG.0+13.38
754.59
GRD.CHG. 2+26.32
756.36
HP 9+32.35754.69 LP10+55.79755.34HP874
873
15 L.F. 12"
R.C.P. @ 0.60%
161 L.F. 15" R.C.P. @ 0.61%
875
31 L.F. 12" R.C.P. @ 2.72%
730
729 728LARSON DRIVE(PUBLIC)WILBUR ROAD(PRIVATE)EVERETT DRIVE
(PRIVATE)
EVERETT DRIVE
(PRIVATE)
EVERETT DRIVE
(PRIVATE)
EVERETT DRIVE
(PRIVATE) SPURR LANE(PRIVATE) 50' I.E.E.
50' I.E.E. 50' I.E.E.50' I.E.E.50' I.E.E.50' R/W
T.C.=755.50
731T.C.=754.90
T.C.=755.10
> o o o10' D.&U.E.V.A.R. R/W
BIKE PROMENADE
3940 41 42 43
101102103 104 105 106 107 108
109
110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126
127 128 129 130 131
162
163164
165
44
45
38
37
817 JAMES DEAN DRIVE(PUBLIC) JAMES DEAN DRIVE(PUBLIC)1.20%
-2.08%
-1.00% -1.40% 2.08%
-0.70% 1.10% -1.21% 0.60%L.C.A. #5A
3,237 sq.ft.
VAR. D.U.&
L.M.A.E.
50' R/W
757.6755.7 756.0755.1756.2756.3756.6 756.6 757.1756.0756.6755.7754.8 754.4755.3755.7755.1756.6757.1 755.0755.0755.0755.0755.0755.0755.0755.0755.0755.0755.0755.0754.3754.5755.2756.3 757.1
H.P.
756.3 757.1
757.1757.1 756.0 755.6
758.3757.9 757.9 757.9 757.9 757.9
756.0 756.1 755.9 755.9 756.2 757.4 757.4 756.9 755.4 755.9755.3
758.3
757.2757.2757.1757.2755.6 755.0757.0756.7 757.5 757.4 756.9 757.4 756.0756.9757.4756.2755.5755.6755.6755.9755.6755.6755.4755.3757.0
757.1 755.6756.3
757.5
H.P.
757.3
H.P.754.8755.0757.7757.230' B-B
30' B-B
30' B-B
30' B-B 30' B-B30' B-B30' B-B-1.20% 0.60%0.87% -1.49% -1.00% 121 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%
859
25'
858A
857A
31 L.F. 12" R.C.P. @ 0.30%
EXISTING WESTERN DITCH (BUILT BY OTHERS)
BOTTOM ELEV.=747.40 (AT EAST END)
TOP OF BANK ELEV.=752.00
10-YEAR ELEV.=749.92
100-YEAR ELEV. (WITH NO WHITE RIVER TAILWATER)=751.87
STORAGE PROVIDED @ 751.87=4.10 ACRE-FEET
WHITE RIVER 100-YR=752.00
EXISTING EASTERN DITCH (BUILT BY OTHERS)
BOTTOM ELEV.=745.00 (AT EAST END)
TOP OF BANK ELEV.=752.00
10-YEAR ELEV.=749.34
100-YEAR ELEV. (WITH NO WHITE RIVER TAILWATER)=751.26
STORAGE PROVIDED @ 751.26=3.40 ACRE-FEET
WHITE RIVER 100-YR=752.00
12' ASPHALT PATH**
858.
819
755
755756757756756756
75 7
756
75
5
755
755
756 755
754755755755754
7
5
5
7
56
757
75 5
755756
75
6
757
756
757 753757756755756
756
756 756
757
25'
756.5756.5
44 L.F. 12" R.C.P. @ 0.95%
MLAG 758.1 MLAG 758.1 MLAG 758.1 MLAG 758.1 MLAG 758.1 MLAG 758.5 MLAG 758.5
MLAG 754.0 MLAG 754.0 MLAG 754.0 MLAG 754.0 MLAG 754.0 MLAG 754.0 MLAG 754.0 MLAG 754.0 MLAG754.0 MLAG 754.0 MLAG754.0 MLAG754.0
MLAG 755.4MLAG 755.4 MLAG 755.4 MLAG 757.4MLAG 757.4MLAG 755.4
MLAG 757.3MLAG 757.3MLAG 757.3 MLAG 757.3MLAG 756.0MLAG 756.0MLAG 757.4MLAG 757.4 MLAG756.1 MLAG756.1 MLAG 756.1
MLAG 756.1 MLAG 756.1 MLAG 756.1
MLAG 756.0
MLAG 756.0
MFF 756.5 MFF 757.2 MFF 757.6 MFF 757.6 MFF 756.6 MFF 756.6 MFF 756.6
MFF 756.3
MFF 756.7 MFF 756.7
MFF 758.6 MFF 758.6 MFF 758.6 MFF 758.6 MFF 758.6 MFF 759.0 MFF 759.0
MFF 756.2 MFF 756.2 MFF 756.6
MFF 757.9 MFF 757.9MFF 757.8MFF 757.8MLAG 757.4MLAG 757.4MFF 757.9MFF 758.0 MFF 757.9MFF 757.9MFPG 758.1 MFPG 758.1 MFPG 758.1 MFPG 758.1 MFPG 758.1 MFPG 758.5 MFPG 758.5
MFPG 756.1 MFPG 756.1 MFPG 756.1 MFPG755.4 MFPG 755.4 MFPG 755.4MFPG 756.0 MFPG 756.0MFPG 756.0MFPG 757.3MFPG 757.3 MFPG 757.3MFPG 757.3MFPG 757.4 MFPG 757.4MFPG 756.0 MFPG 754.0 MFPG 754.0 MFPG 754.0 MFPG 754.0 MFPG 754.0 MFPG 754.0 MFPG 754.0 MFPG 754.0 MFPG754.0
MFPG 755.4
MFPG 754.0 MFPG754.0 MFPG754.0
MFPG 757.4MFPG 757.4MFPG 757.4MFPG 757.4MFPG 756.1 MFPG 756.1MFPG 756.1 MLAG756.1
MFPG 756.1
754.6
MLAG756.1
MFPG 756.1
MLAG 756.1
MFPG 756.1
MLAG756.1
MFPG756.1
T.C.=755.30
756.1
756.3 755.1* * LARSON DRIVE(PUBLIC)V.A.R. R/W
BIKE PROMENADE
* *
757.3 757.1
757.5757.1
756.4
756.3
755.7 756.7755.8
756.3
757.5 757.1
756.4
756.3
755.0
755.1
754.4
756.1
754.0
754.4 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 FIVEC201REVISED PER CITY OF CARMEL COMMENTS06/24/21AECREVISED PER CITY OF CARMEL COMMENTS 07/26/21 AECGRAPHIC SCALE
( IN FEET )
1" = 50 FT
55115PYT-S5THE GROVE at THE LEGACYAEC BKR CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/17/21DP
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File Name: S:\55115PYT-S5\DWG\C201 - Emergency Flood Route.dwg - C201Modified / By: July 26, 2021 11:27:54 AM / ecarsonPlotted / By: July 26, 2021 11:48:53 AM / Erik Carson05/11/21 REVISED PER CITY OF CAMEL & CLIENT COMMENTS AEC. . .LEGEND
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.
08/09/21