HomeMy WebLinkAboutC201 - Emergency Flood Route-C2015' SIDEWALK5' SIDEWALK5' SIDEWALK 850847848849 851852853845850844846847848849851852853854847850848849851852853> o o o > o o o > o o o > o o o > o o o > o o o
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.0.60%-0.60%2.00%2.00%-2.00%
-
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-2.00%2.00%0.70%0.
6
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JG607
JG715
JG719
JG716
JG717 JG718
JG606
75 L.F. SWALE @ 3.51%196 L.F. SWALE @ 1.00%1.22%-1.25%
5
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852.42
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858.34
GRD.CHG.9+24.49860.00HP0+50853.371+00852.651+50852.772+00853.073+00853.043+50852.744+00
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M.E.848852
846845858.7858.830' B-BW W W W W W W
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WWWWWWWWWWWWWEXMOOR DRIVE
MEN
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DRI
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0
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30' B-B
852.8852.96
0
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0
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55'60'55'60'55'70'75'60'75'60'90'60'90'55'55'90'90'60'80'6
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5
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T.C.=853.10
T.C.=852.80
T.C.=859.00
150 L.F. 6" SSD
RISER
T.C.=861.1
5' SIDEWALK
10' B.
L
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10' B.L.10' B.L.10' B.L.10' B.L.1
0
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5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALKV
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VAR. D.U.&S.S.E.
VAR. D.U.
&S.S.E.
VAR. B.M.P.E. & R.D.E. & U.E.
CONTRACTOR TO FIELD
VERIFY AND CONNECT TO
EXISTING SANITARY STUB
CONTRACTOR TO REPLACE EXISTING STRUCTURE
JG607 CASTING WITH A WATERTIGHT CASTING.
(SEE DETAIL SHEET C800)847851850843844(PRIVATE)(PRIVATE)(PRIVATE)(PRIVATE)(P
R
I
V
A
T
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)VAR. BUFFER&L.B.&R.D.E.34 L.F. 24" R.C.P. @ 0.49%
62 L.F. 24" R.C.P. @ 0.30%
70
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30 L.F.
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@ 0.30%
40 L.F.
21" R.C.P.
@ 0.30%
103 L.F. 21" R.C.P. @ 0.30%
13 L.F.
18" R.C.P.
@ 0.52%
30 L.F. 12" R.C.P. @ 0.30%
21 L.F. 12" R.C.P. @ 0.82%160 L.F. 18" R.C.P. @ 0.37%
30 L.F. 18" R.C.P. @ 0.30%135 L.F. 15" R.C.P. @ 0.30%15 L.F. 15" R.C.P. @ 0.30%
30 L.F.
15" R.C.P.
@ 0.30%
30 L.F. 12" R.C.P. @ 0.30%
15 L.F. 15" R.C.P. @ 0.30%
51 L.F.
15" R.C.P.
@ 0.30%161 L
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0
.31%112 L.F. 21" R.C.P. @ 0.18%75 L.F. 12" R.C.P. @ 0.30%100' WIDE TREEPRESERVATIONEASEMENTD2D1
I1
H1
E1E2
E3
F1
F2
F3
F4
G2
G3
G4
B1
B2
B3
B4
B5
B8
C1
C2
A2
A1
B6
G5
10' D&U.E.10' B.L.30' BUFFER & L.B.&R.D.E.30' BUFFER & L.B.&R.D.E.20' D&U.E.&RD.E 20' D&U.E.&RD.E VAR. D&U.E.&RD.E
VAR.B.M.P.E. & R.D.E.& U.E & L.M.A.E.
VAR. D.U.&S.S.E.
& B.M.P.E.
C.A.#8-2
108,267 sq. ft.
VAR.B.M.P.E.& R.D.E. & U.E.
(P
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C.A.#8-2
108,267 sq. ft.
VAR.B.M.P.E.& R.D.E. & U.E.
RISER
T.C.=859.1
65 L.F. 6" SSD
857.6M.E.858.0M.E.856.7M.E.860857858859861861100' WIDE TREEPRESERVATIONEASEMENTH2
B7
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83 L.F. 18" R.C.P. @ 0.10%62
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42 L.F. 6" HDPE @ 2.38%
41 L.F.
6" HDPE
@ 1.00%
42 L.F.
6" HDPE
@ 1.67%
58 L.F. 6" HDPE @ 3.00%
68 L.F.
18" R.C.P.
@ 0.39%850846847848849851852850846847848849851852WWW
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C.A.#8-2
108,267 sq. ft.
VAR.B.M.P.E.& R.D.E. & U.E.
MFF=854.80
MFF=858.75
MFF=855.95
MFF=857.45
MFF=856.65
MFF=861.00
MFF=856.96
MFF=858.40MFF=859.78MFF=860.66
MFF=861.25MFF=861.25
MFF=861.25
MFF=856.30
MFF=859.90
MFF=858.90
MFF=857.60
MFF=854.10
MFF=854.44
MFF=854.01
MFF=854.44
MFF=854.40
MLAG=848.0MFPG=848.0MLAG=853.9MFPG=853.9MLAG=853.9MFPG=853.9MLAG=853.4MFPG=853.4
MLAG=853.4MFPG=853.4ML
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9MLAG=853.9MFPG=853.9MLAG=853.9
MFPG=853.9
MLAG=853.9
MFPG=853.9
MLAG=853.9
MFPG=853.9
MLAG=853.9
MFPG=853.9
MLAG=853.9
MFPG=853.9
MLAG=853.9
MFPG=853.9
MLAG=853.9MFPG=853.9ML
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BASIN 12C
2YR = 846.32
10YR = 847.33
100YR = 848.46 MLAG=848.0MFPG=848.0MLAG=845.0MFPG=845.0
MLAG=844.8MFPG=844.8ML
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MLAG=848.8
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MFPG=848.8
MLAG=848.8
MFPG=848.8
MLAG=849.0
MFPG=849.0
MLAG=850.0
MFPG=850.0
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8 850847848849851852853859.40
859.73
859.90
860.23
859.54
859.87
858.92
859.25
858.94
859.27
859.42
859.75
860.00
860.33
859.52
859.85
860.27
860.60
860.03
860.36
859.80
860.13
859.71
860.04
859.53
859.86
859.99
860.32
850.94
851.27 850.87
851.20
851.60
851.93
85
2
8
5
3
850.89
851.22
851.56
851.898608588598618
5
6
8
5
7
8
5
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854
845843844846850846847848849851852853850851852853847848849855
85
6
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847
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7
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8
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85385385385
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4
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851
851 853841
84
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842843844
844845846847848849850851852853
853854853855856859
8588578598
5
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857857856855859862
860
T.C.=859.50
8
4
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845844843842844843842841 845844843
84
2
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843
8
4
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844843842856857858859859842843
RISER
T.C.=853.9
RISER
T.C.=858.1
2
4
9
L
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6
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S
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1
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C.O.
C.O.
C.O. w/ BEEHIVE GRATE
(SEE DETAIL 1299CGD -
SHEET C802)
C.O.
C.O.
C.O.
C.O.8558
5
6
8
5
7
8
5
8
8
5
9
859860856857858859861
85
5
85
486186285
5
85
3
85
4
8
5
2
853
8
4
115' T.P.E.15' T.P.E.15' T.P.E.84
28508
4
8
84
950' D.U.
& S.S.E.
& I.E.E.
& P.
A.E.50' D.U. & S.S.E.& I.E.E. & P.A.E.5
0
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& I.E.E. & P.A.E.
9+60.23
853.15
GRD.CHG.13+60.32854.07GRD.CHG.12+47.26853.45LP10+00.00
852.96
LP
11+47.99853.90HPC.O. w/ BEEHIVE GRATE
(SEE DETAIL 1299CGD -
SHEET C802)
C.O. w/ BEEHIVE GRATE
(SEE DETAIL 1299CGD -
SHEET C802)
SSD INV. 842.00
253
L
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@
0
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5
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TC. = 844.42
SSD INV. EL 841.92
TC. = 844.21
SSD INV. EL 841.71
TC. = 8
4
4
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3
7
SSD IN
V
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8
4
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TC.
=
8
4
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1
3
SSD
I
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V
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8
4
1
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6
3
TC. = 843.86
SSD INV. EL 841.36
TC. = 843.92
SSD INV. EL 841.42
TC.
=
8
4
3
.
5
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SSD
I
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=
8
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8
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SSD
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SSD INV. 840.73
TC. = 843.40
SSD INV. EL 840.90 TC
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=
8
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8
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C.O.
C.O.
C.O.
C.O.
RISER
T.C.=851.9
INV.=849.9
79 L.F. 6" SSD
8
5
6
8
5
7
8
5
8
8
5
5
8
5
4
SSD E. INV.=849.11
C.A.#38
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60160REP-S8
KJJM BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA09/16/20File Name:S:\60160REP-S8\DWG\C201 - Emergency Flood Route.dwg - C201Modified / By:December 6, 2021 2:19:37 PM / ecarsonPlotted / By:December 6, 2021 2:54:53 PM / Erik CarsonJACKSON'S GRANT ON WILLIAMS CREEKSECTION 808/17/21REVISED PER TAC COMMENTSJDTLEGEND
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED CONTOUR
PROPOSED SWALE
PROPOSED GRADE ELEVATION
MLAG / MFPG (REAR)
LOT NUMBER
PAD GRADE
MINIMUM FINISH FLOOR ELEVATION
MLAG / MFPG (FRONT)
MFF=850.70 MINIMUM FINISH FLOOR ELEVATION IS
BASED OFF OF THE FOLLOWING
CRITERIA:
1. 12" (1.0') ABOVE THE NEAREST
UPSTREAM
OR DOWNSTREAM SANITARY
MANHOLE,
WHICHEVER IS LOWEST.
2. 15" (1.25') ABOVE THE HIGHEST ROAD
ELEVATION
3. 6" (0.5') ABOVE THE HIGHEST MLAG
EMERGENCY OVERFLOW PONDING
(FOR 100-YEAR STORM, ASSUMING ALL
INLETS ARE COMPLETELY CLOGGED.)
EMERGENCY FLOOD ROUTING
LOCATION OF STORMWATER DISCHARGE
FROM SITE
300
850.0
MFF=850.70
MLAG=850.2
MFPG=850.2
MLAG=848.1
MFPG=848.1
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.
3.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.
NOTES
APPROXIMATE LIMITS OF FLOODWAY,
AS SCALED FROM FIRM MAP
PANEL NOS.: 18057C0206G / 208G
DATED: NOVEMBER 19, 2014
APPROXIMATE LIMITS OF FLOODWAY
FRINGE, AS SCALED FROM FIRM MAP
PANEL NOS.: 18057C0206G / 208G
DATED: NOVEMBER 19, 2014
CONSTRUCTION LIMITS
FWF(FIRM)
FWF(FIRM)
GRAPHIC SCALE
( IN FEET )
1" = 50 FT DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY: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: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.EMERGENCY FLOOD ROUTEC201REVISED PER CITY OF CARMEL COMMENTS10/21/21AECREVISED PER CITY OF CARMEL COMMENTS12/06/21AEC