HomeMy WebLinkAboutC205 Emergency Flood Route-C20631' D.U.&S.S.E.31'
D.U.&S.S.E.21' I.E.E.21' I.E.E.21' I.E.E.21' I.E.E.VAR. D.U.&
L.M.A.E.&P.A.E.
VAR. D.U.&
L.M.A.E.&P.A.E.
& B.M.P.E.
VAR. D.U.&
L.M.A.E.&P.A.E.
VAR.
D.U.&
L.M.A.E.&
P.A.E. 5' B.L.5' BL5' BL 5' BL 1
4
' B.
L
.5' BL31 ' D .U.&S.S.E.VAR. D.U.&
L.M.A.E.&P.A.E.& B.M.P.E.
10' P.A.E.10' P.A.E. 10' P.A.E.5' D.&U.E.
5' D.&U.E.
10' D.&.U.E. 10' D.&.U.E.15' D.&.U.E. 15' D.&.U.E. 15' D.&.U.E. 15' D.&.U.E.5' BL5' B
L
5' BL 5' BL 5' BL
5' BL 5' BL 5' BL 5' BL
5' BL 5' BL 5
'
BL5' BL 5' BL5' BL5' BL15' D.&.U.E.15' D.&.U.E. 15' D.&.U.E.10' D.&.U.E.5.5' P.A.E.V AR. B.
M.
P .E.
VAR.
S.L.E.
10'
> o o o > o o o > o o o > o o o
W W W W W
W W W W W W WWWW
W WW WW W0+00843.971+00844.292+00 845.383+00844.654+0
0
84
3
.
87
5
+
0
0
8
4
3
.
0
9
6+00842.320+50843.921+50844.992+50845.053+50
844.26
4
+
5
0
8
4
3.
4
8
5+50842.716+50841.270+00
843.60
1+00
844.77
2+00
845.93
0+50
844.18
1+50
845.35
804A
813
814
815
841.2
88
841.2
87
841.5
86
841.8
85
842.1
84
842.4
83
842.6
82
842.9
81
843.2
80
843.5
79
844.6
78
844.8
77
845.0
76
844.8
75
844.6
74
844.4
73
844.3
72
844.3
71
844.4
70
845.0
134
845.5
135 845.0
136
844.8
137
844.6
138
844.3
139 844.1
140
844.1
141
844.4
8991-
844.8
9294-
845.1
95 97-
844.7
98 100-
844.5
101 103 -845.1
104 106 -
845.6
107109 -
841.5
842.2
841.5
840.6
841.8
842.4
842.7
842.1
842.2
842.9
843.1
842.5
842.2
842.8
843.1
843.5
843.7
843.4
843.0
843.0
844.2
844.1844.2844.9
845.1 844.0
844.2
845.3
844.2845.2
844.9 844.0
844.5
844.8
844.6844.1
843.8
844.5
844.8844.0
843.9
843.9
844.8
845.0845.5
844.1
845.6845.6
845.0
844.1
845.1
844.7
844.1
843.6
845.8845.3 845.8 846.4
844.9845.7846.5
843.7 844.0 844.3 844.7 845.0 845.4 845.6
845.3 845.2
844.9 844.4 844.8 844.6 844.5 844.3 844.1 844.3 844.4
844.5
841.3
H.P.> o o o > o o o> o o o> o o o> o o o> o o o845.3
843.5
846.3 845.7 845.2 845.7845.2 843.8
100 L.F. SW
A
LE @ 1.80%165 L.F. SWALE @ 1.46%276 L.F. SWALE @ 1.01% HP0+21.00844.06LP0+58.71843.90 HP1+97.22845.38 G
R
D.
C
HG
.
3
+
2
6
.
5
5
8
4
4
.
4
4
SIDEWALK5' SIDEWALK10' BIKE LANE0+00838.581+00839.430+50839.01STEINBECK PLACE
(Private) VALENTINE DRIVE(Private)VAL ENTINE DRI V E(Private)5' SIDEWALK
5' SIDEWALK
5' S I DEWA
L
K5' SIDEWALK5' S
IDE
W
A
L
K
5 ' SI DEW
A
L
K 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWAL
K31' D.U.&S.S.E.31'
D.U.&S.S.E.21' I.E.E.B-B21' I.E.E.
B-B
21' I.E.E.
B-B
21' I.E.E.B-B
×
×
W
W
W
W
W
W
W
W
W WW W W W W WW W WWWW W WWWW844.6 H.P. > o o o > o o o> o o o > o o o > o o o> o o o79 L.F. SWALE @ 1.23%217 L.F. SWALE @ 1.00%842.3
MANHOLE 487A TO BE
TIED INTO EX. PIPE 8438428418408398388378365' SIDEWALK 5' SIDEWALK
5' SIDEWALK
SEE AMENITY AREA PLAN C204
FOR SIDEWALK CONNECTION.
×
20'
(TYP.)9'(TYP.)20'(TYP.)9 '(TY
P
.
)
20'(TY P .)9'(TYP.) o o> o o o > o o o> o o o> o o o
SECTION 3
SECTION 2
481
487A
482
483
485
486
487
488
486A
488A
489
484
488B
485A
485B
520
462
16
17
18
19
T.C.=844.69
T.C.=844.05
T.C.=843.00
T.C.=842.80
843.3
5' SIDEWALK Golfview DriveAPARTMENT BUILDINGAPARTMENT BUILDINGEX. SANITARY
MANHOLE
TC=831.85'
10" CLAY
INV.=827.71' N
8" CLAY
INV.=827.71' S
EX. SANITARY
MANHOLE
TC=839.22'
10" CLAY
INV.=833.32' SW
INV.=833.32' N
6" CLAY
INV.=834.52' S
20' Gas Line Easement
Record 264, Pg. 354
Amended by
Record 301, Pg. 645
(NOT TO BE VACATED)
2 0 '
2 0 '
20'20'20' Gas Line Easement
Record 264, Pg. 354
Amended by
Record 301, Pg. 645
*
*
*
*
*
8" TEE
22.5°
BEND
11.25°
BEND
8" VALVE
8" VALVE
8" VALVE
TEMP. HYDRANT
TEMP. HYDRANT
8" VALVE
8" D.I
.8" D.I.HYDRANT
8" VALVE
TEMP.
HYDRANT
11.25°
BEND
8" TEE
8" D.I. 8" VALVE
APARTMENT BUILDINGAP
A
R
TME
N
T
BU
I
L
D
I
N
G
PVMT
PVMT
PVMT
Gol fvi ew Dri ve Kinzer AvenueKinzer AvenueEX. 5' SIDEWAL
K
EX. 5' SIDE
W
A
L
K
EX . 5' SI D EWA LK
EX. 5' SIDE
W
A
L
K
EX. SANITARY
MANHOLE
TC=833.41'
8" CLAY
INV.=826.41' S
10" CLAY
INV.=826.29' W
INV.=825.96' N
INV.= 824.24' E
N.P.=
10 YEAR ELEV.=
2 YEAR ELEV.=
100 YEAR ELEV.=
BOTTOM ELEV.=
EX. WET POND WITH NATIVE BANKS
833.00
835.63
837.14
839.57
817.00
NGEX. 4' MH #805
T.C.=845.97
8" S.D.R. 26 P.V.C N
INV.=833.92
8" S.D.R. 26 P.V.C E
INV.=833.72
EX. 4' MH #810
T.C.=845.42
8" S.D.R. 35 P.V.C SE
INV.=837.87
EX. TEMP. C.O. #1
TO BE REPLACED WITH MANHOLE
T.C.=844.14
8" S.D.R. 35 P.V.C. N
INV.=832.60
EX. CURB INLET #44
T.C.=838.52
12" R.C.P. NE
INV.=836.17
EX. CURB INLET #467
T.C.=845.17
12" R.C.P. N
INV.=839.25
EX. YARD INLET #481
T.C.=844.61
15" R.C.P. N
INV.=839.00
EX. CURB INLET #444
T.C.=843.61
12" R.C.P. N
INV.=840.33
EX. CURB INLET #441
T.C.=843.53
18" R.C.P. NE
INV.=838.37
15" R.C.P. S
INV.=838.47
EX. CURB INLET #431B
T.C.=842.75
15" R.C.P. NE
INV.=838.15
12" R.C.P. W
INV.=838.25
EX. CURB INLET #439
T.C.=842.10
12" R.C.P. NE
INV.=837.84
EX. YARD INLET #466
T.C.=841.98
12" R.C.P. S
INV.=838.75
12" R.C.P. E
INV.=838.65
EX. CURB INLET #438
T.C.=841.94
12" R.C.P. S
INV.=835.50
EX. CURB INLET #461A
T.C.=838.42
12" R.C.P. NE
INV.=833.80
EX. END SECTION
48" R.C.P. N
INV.=832.93
EX. OUTLET CONTROL #401
T.C.=839.34
15" R.C.P. E
INV.=831.32
EX. END SECTION
12" R.C.P. E
INV.=833.10
EX. END SECTION
21" R.C.P. SE
INV.=832.76
EX. END SECTION
12" R.C.P. N
INV.=833.06
10' BIKE LANE842.2
842.0
841.5
841.6
843.7
842.9
843.4843.7
838.2
838.1
839.7
839.7
838.7
842.6
MFPG 841.57MLAG 841.57
844.1
844.2
843.0
841.4
841.9
839.7MFPG 841.57MLAG 841.57MFPG 841.57MLAG 841.57MFPG 841.57MLAG 841.57MFPG841.57MLAG841.57MLAG843.9MFPG 843.9MATCHLINE " "SHEET BC205MATCHLINE " "SHEET CC206MFPG 843.3MLAG843.3MFPG 843.3MLAG 843.3 MFPG 845.45MLAG845.45MFPG 843.65MLAG 843.65MFPG843.85MLAG 843.85MFPG 841.57 MLAG 841.57 MFPG845.1MLAG 845.1MFPG 845.1MLAG 845.1MFPG 845.2MLAG 845.2MFPG844.0MLAG 844.0MFPG 843.9
MLAG 843.9
MFPG 843.9
MLAG 843.9
MFPG 843.9
MLAG 843.9
MFPG 843.9
MLAG 843.9
MFPG845.2
MLAG 845.2
MFPG 845.2
MLAG 845.2
MFPG 843.9
MLAG 843.9
MFPG 843.9
MLAG 843.9
MFPG 847.25
MLAG 847.25 MFPG846.45
MLAG 846.45MFPG 846.05MLAG846.05MFPG846.75MLAG 846.75MFPG 845.65
MLAG845.65
MFPG846.15
MLAG846.15
MFPG 845.75
MLAG 845.75
MFPG845.45
MLAG845.45
MFPG845.05
MLAG845.05
MFPG844.75
MLAG844.75
MFPG 844.45
MLAG 844.45
MFPG 845.75 MLAG 845.75 MFPG 845.2
MLAG 845.2
MFPG 846.35 MLAG 846.35MFPG 844.75MLAG 844.75MFPG 841.57MLAG 841.57 MFPG 841.57MLAG 841.57 MFPG 841.57MLAG 841.57 MFPG 841.57 MLAG 841.57 MFPG 841.57MLAG 841.57 MFPG 841.57MLAG 841.57MFPG 841.57MLAG 841.57 MFPG 841.57MLAG841.57MFPG 845.85MLAG845.85MFPG 846.05MLAG846.05 MFPG 846.05MLAG846.05 MFPG 845.95MLAG845.95 MFPG 845.65MLAG845.65 MFPG 845.25MLAG845.25 MFPG 846.35MLAG846.35MFPG 845.85MLAG845.85MFPG 844.0
MLAG 844.0
MF
P
G
8
4
1
.
5
7
MLAG
8
4
1.5
7
MFPG 8
41
.
5
7
ML
A
G
84
1
.
5
7
MF
P
G
84
1
.
5
7
ML
A
G
8
4
1
.
5
7
MF
P
G
84
1
.
5
7
MLAG
84
1
.
5
7
MF
P
G
8
4
1
.
5
7
MLAG
84
1
.
5
7
MF
P
G
8
4
4
.
0
5
MLAG
8
4
4.
0
5
MF
P
G
8
4
4
.
2
5
MLAG
84
4
.
25
MF
P
G 8
4
4
.4
5
ML
A
G
84
4
.
4
5
MF
P
G
84
4
.45
ML
A
G
8
4
4
.
4
5
MF
P
G
84
4
.
95
ML
A
G
84
4
.
95 21 ' I.E.E.VAR. D.U.&
L.M.A.E.&P.A.E.
80' R/W
80 ' R/W
1
4
'
B.L.5' BL31' D .U .&S.S.E.VAR. D.U.&
L.M.A.E.&P.A.E.& B.M.P.E.
B
L
5' BL 5' BLVAR. B.M.P.E.VAR. B.M.P.E.VAR.
B.
M.
P .E.WWWW W5
+
0
0
8
4
3
.
0
9
6+00842.324
+
5
0
8
4
3.4
8
5+50842.716+50841.27814
815
841.2
88
841.2
87
841.5
86
841.8
85
842.1
84
842.4
841.5
842.2
841.5
840.6
841.8
842.4
842.7
842.1
842.2
842.9
843.1
> o o o> o o o> o o o> o o o165 L.F. SWALE @ 1.46%5' SIDEWALK5' SIDEWALK10' BIKE LANE6+32836.940+00838.581+00839.432+00839.423+00839.374+00839.335+00838.430+50839.013+50839.664+50838.885+50 837.98KINZER AVENUE (Public) KINZER AVENUE(Public)5' SIDEWALK5' SIDEWALK10' BIKE LANEV ALE NTI NEDRIVE(Private)5' S IDEWA
L
K5' SIDEWALK5' SIDEWAL
K21'I.E.E.
B-BW
W
W
W
W
W
W
W
W WHP1+46.37839.73LP2+53.32839.12 HP3+50.5583 9.66GRD.CHG.6+00.50837.52SEE INTERSECTION DETAILS
FOR ELEVATIONS AND
SLOPE DIRECTION OF PATH
20'(TY P.)9 ' (TYP.)> 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 o> o o o> o o o
SWALE - 687 L.F. 6" S.S.D.@ 0.38%488
488A
489
488B
523
522
521
520
462
526
525 524
T.C.=843.00
T.C.=842.80
843.3
EX. SANITARY
MANHOLE
TC=834.32'
8" CLAY
INV.=829.72' N
6" CLAY
INV.=829.72' E
EX. SANITARY
MANHOLE
TC=832.61'
8" CLAY
INV.=829.30' N
INV.=829.30' S
6" CLAY
INV.=829.30' E
EX. SANITARY
MANHOLE
TC=833.15'
8" CLAY
INV.=828.66' N
INV.=828.66' S
EX. SANITARY
MANHOLE
TC=831.85'
10" CLAY
INV.=827.71' N
8" CLAY
INV.=827.71' S
EX. SANITARY
MANHOLE
TC=839.22'
10" CLAY
INV.=833.32' SW
INV.=833.32' N
6" CLAY
INV.=834.52' S
GOLFVIEW DRIVE
SAND
TRAPS
Gol fvi ew Dri ve Kinzer AvenueEX. SANITARY
MANHOLE
TC=833.41'
8" CLAY
INV.=826.41' S
10" CLAY
INV.=826.29' W
INV.=825.96' N
INV.= 824.24' E
APARTMENT BUILDINGEX. CURB INLET #44
T.C.=838.52
12" R.C.P. NE
INV.=836.17
EX. CURB INLET #461A
T.C.=838.42
12" R.C.P. NE
INV.=833.80
EX. END SECTION
21" R.C.P. SE
INV.=832.76
838.2
839.7
MFPG 841.57MLAG841.57
841.9
839.7
839.5839.5MFPG841.57MLAG841.57MFPG 841.57MLAG841.57MFPG841.57MLAG 841.57MFPG 841.57MLAG 841.57MATCHLINE " "SHEETCC206MFPG 843.3MLAG843.3MFPG843.3MLAG843.3MFPG845.45MLAG845.45MFPG843.65MLAG843.65MFPG843.85MLAG843.85MFPG84
4
.
0
5
ML
A
G
84
4
.
0
5
8
4
4
.
25
8
4
4
.
2
5
DATE MARK REVISIONS BYCERTIFIED: S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY: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: 317.849.5942EMERGENCY FLOOD ROUTEC206
1" = 50 FT
65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/20/2019DP
I
T
E
S
G
E
E
O
TS R
P
RTE WLE
D EHVADI R
J .ADNINAI EEG NIRENOILA NSFEPROSTATE OF
S
File Name: S:\65840BKM-S3\DWG\C205 Emergency Flood Route.dwg - C206Modified / By: November 18, 2020 8:01:58 AM / kmitchellPlotted / By: November 18, 2020 8:04:48 AM / Kenny MitchellGRAMERCY WESTREVISED PER TAC COMMENTS ADG05/08/19 REVISED PER TAC COMMENTS ADG09/27/19 REVISED PER CLIENT COMMENTS DSM10/16/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/12/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/30/19 REVISED PER CLIENT COMMENTS DSM01/13/20 REVISED SWALE PER CARMEL COMMENTS DSM04/16/20 RAISED SITE 0.80 FT FOR DIRT BALANCE ADG09/24/20 REVISED FFE MLAG & MFPG ELEVATIONS KJJM11/17/20 LEGEND
MINIMUM LOWEST ADJACENT GRADE (FLOOD
PROTECTION)
MFPG MINIMUM FLOOD PROTECTION GRADE IS TWO (2) FEET
ABOVE THE 100-YEAR ELEVATION.
EMERGENCY FLOOD ROUTING
EMERGENCY OVERFLOW PONDING
(FOR 100 YEAR STORM ASSUMING ALL INLETS ARE
COMPLETELY CLOGGED.)
MLAG XXX.X
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.
12/04/20