HomeMy WebLinkAboutC202 - Emergency Flood Route-201N
S 857.09856.90857.18857.31857.88857.84857.68856.91857.46857.91856.93856.72857.08857.38858.55857.33857.44858.04858.34858.80TR 858.73857.59857.37T.P.857.58857.81859.04858.54858.67859.18857.54857.32857.30857.56859.06858.61858.32858.80TR 858.67857.61857.46857.29857.49858.38857.84858.01857.22857.72856.82856.57855.91856.08856.97856.48855.69856.18855.40855.18854.91855.07855.43854.92855.37854.34854.86854.73854.49853.72853.88854.13853.66853.22853.71TR 853.39853.41853.14852.30852.64853.29852.77852.48853.00852.41852.27852.58852.67T.A.C.
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GV 851.65852.27852.75852.58852.23851.84852.16851.58851.72852.00851.79852.23852.56852.80852.30852.41852.78852.40852.89852.43852.44852.46852.42852.97852.72852.45852.95852.91853.37853.36853.46D 853.19853.42853.32853.21852.70852.45852.88852.80852.95852.70852.61852.25852.32852.78852.32852.30852.23852.24852.65852.16851.90852.40852.24851.74852.05851.60851.68852.10852.01851.68851.57851.82851.49851.51851.72851.68851.70851.65851.63851.89851.93852.27852.21852.46852.46T.A.C.
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TR 852.88T.A.C.T.A.C.852.88852.86852.86853.36853.43853.46853.45852.99852.98852.94852.96853.49853.44853.45853.43852.89852.87852.96852.88853.37852.93852.89852.94852.95852.72852.72852.66852.65852.56853.08853.09852.58852.80853.32853.20852.70852.58853.06852.99852.52852.51852.52852.40852.37852.34852.78852.71852.18852.19852.67852.39852.17852.06852.07852.09852.07852.12852.25852.66852.25852.26852.78852.86852.35852.85853.36T.P.
P.W.P.853.46852.95853.42853.96854.30853.75854.34854.85855.45854.99S
DYHWV855.73856.22P.W.P.857.01856.54857.24857.70857.93857.86858.33858.84858.34P.W.P.859.16858.65858.73859.23859.14858.64S858.34858.80858.59858.14P.W.P.857.65858.15DYHWV857.71857.71857.14857.02857.53WV
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℄
℄℄
℄
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856.41856.84857.17857.20857.00856.97857.12856.92856.25855.49854.85854.28854.08853.35852.80852.57851.92851.74852.61851.84851.99852.00851.41851.71852.19852.00851.87851.96851.48850.89850.72850.89851.38851.65854.42854.64855.01855.71855.52856.20852.20852.62852.76853.24853.66854.31855.07856.05856.78856.85856.68856.46856.28856.07855.82856.30855.69855.40855.81856.00856.52857.13857.18856.72855.93854.96854.10853.42852.73852.38852.41852.24851.41851.63851.80852.31852.99853.66854.53855.60856.58857.29857.12856.55855.78855.41855.31855.54855.65855.02855.07855.79856.62857.15857.72857.18856.02854.74853.80852.98852.37851.83851.47851.19851.64851.96852.21852.59853.04853.78854.32855.68857.38858.21857.81856.90855.91855.10854.84854.90854.65854.47854.80855.56856.35857.41857.65856.44855.55854.68854.03853.62853.16852.84852.58852.14852.69852.89853.26853.52853.94854.28854.65855.32856.48856.56855.90854.93854.28854.09853.97854.11854.05854.47855.10854.45853.95854.04854.36854.17853.96853.44853.85853.81853.99854.29854.12854.30854.35853.95853.48853.28853.16852.97852.78852.57853.03854.10854.88854.93854.12854.14854.27854.58854.38853.85853.70854.12852.71853.41853.68854.09854.06853.40853.48853.26853.06852.93852.71853.74853.12853.04853.13852.74852.44853.29852.22851.85851.76852.37852.37852.02852.06852.03851.99851.61850.93850.65850.44850.92851.15851.18851.36851.97852.31852.71853.21853.82854.34854.23854.24854.31854.71854.90854.37854.36854.26853.98853.96853.84853.85853.48853.27853.30852.57851.79851.13850.84850.52850.77851.48852.26852.70852.70853.01853.58853.47853.14853.18853.60853.84854.28853.90853.92853.42853.14853.14853.50853.88852.92852.36852.02851.87851.62851.12851.02851.30851.57851.55851.32851.44851.64852.15853.15853.02852.51852.48852.86853.18853.22853.22852.97852.65852.45852.38852.78853.02852.15851.72851.42851.58852.07852.36852.26851.91852.34852.56852.25851.55851.40851.72851.95851.98852.30852.39852.70853.02853.26853.22853.56852.89852.77852.81853.20853.83852.94852.27851.92851.56851.41851.50851.56851.31851.50851.82851.88852.20852.52852.65852.55852.53852.00851.79852.44852.98852.55852.43852.34852.55852.63853.01NN 856.82856.82856.76856.77856.58856.57856.78856.47856.11856.01856.36856.22855.92855.35855.65855.68855.82856.78856.84856.86856.56856.70M855.94℄857.43856.27856.31855.99855.42855.76855.66854.65854.32854.54854.29854.63854.23853.88853.99853.79854.14853.80853.49853.84853.62854.00853.88853.50853.76853.38853.66853.56853.34853.34853.56853.54853.31853.58853.18853.52853.54853.24853.34853.63853.20853.25853.25853.62853.32853.53853.45853.15853.19853.20853.50853.21853.33853.68853.97853.62853.47853.85853.69853.74853.99854.05853.65853.80854.16854.20853.97854.07854.12854.35854.36854.06854.05853.72854.05853.92853.58853.52853.84854.14854.19854.35854.34854.62854.64854.67854.66TV.P.T.P.E.P.E.P.
P.W.P.DYHWV
WV
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852.66852.65852.59853.08853.04853.10853.15852.63850.25P.W.P.
P.W.P.852.89852.81852.87853.33853.44852.96852.94853.45853.48852.96852.97853.48853.46853.42853.37852.95852.94852.92852.72853.19852.71852.69852.73852.89852.79852.75852.72852.73852.74853.23853.10852.64852.46852.90852.76852.33852.19852.68852.52852.55852.07851.93852.01852.15852.05852.06852.57852.75852.26852.40852.89853.04852.53852.72853.20853.26852.76852.75852.78852.88852.82GV
852.65853.13852.89852.39852.33852.35852.34852.74852.64852.26852.26852.20852.22852.72852.55852.05851.92852.45D 852.69852.27851.78851.40851.93851.80851.77D 852.21851.75851.25852.09851.88851.96851.30851.83E 852.46852.06851.55852.18D 852.49852.18852.47851.80852.30852.47851.94852.63852.44852.53852.62852.65852.69852.68852.56852.61M.B.852.54852.44852.49852.23852.44852.39852.62852.57852.67852.45852.32852.45852.54852.84852.22852.71852.74D 853.17852.93852.47853.15852.97T.A.C.TV.P.E.T.
T.A.C.853.17853.19852.88852.53853.07TV.P.850.80851.70853.32852.68853.17D 853.28853.11852.59852.67853.19852.72852.68852.46852.50852.49852.48852.95852.46852.25852.76852.64852.19D 852.75852.64851.23852.96850.97850.44850.45852.71851.76851.44853.08852.73852.64851.29850.86852.34852.59853.17852.69852.35852.47852.60853.11853.48852.97852.84852.82852.69852.22851.83850.54850.15849.73849.23849.76850.88852.40852.50851.78852.26852.19851.67851.61852.10852.07851.98D 852.28852.15851.96850.27849.89851.91852.10851.72852.13852.35851.84852.29852.34851.89850.44852.38852.09850.06T.P.849.65851.82850.92852.40852.60852.15852.60852.76852.38852.77853.23852.91853.59853.88850.97851.53853.58853.82853.63853.35852.96853.23853.11852.93852.90853.27853.03851.44852.11851.40851.78851.74M.B.853.14853.08853.46853.50853.44853.41853.25853.38853.63853.73851.96T.P.852.31852.87853.82854.10T.A.C.DYHWVWV 852.53852.61852.66852.58852.24851.96852.57853.15853.45853.10853.37852.02852.91852.46851.94851.60851.52851.54851.22851.20850.89850.39851.13850.62851.43851.31851.58852.21852.43852.48852.25852.57852.55852.35852.15853.07854.14852.06852.82852.85852.66852.88853.55854.54854.04854.37854.69854.80855.17854.51854.51855.27855.08855.16854.87853.37DYH WATER SPIGOT853.69853.66853.75853.71853.75853.68853.57853.84854.17853.78854.00854.16854.21854.14854.29DYH WATER SPIGOTDYH WATER SPIGOT853.70852.51853.57855.08854.63853.59853.08855.51855.02855.31855.79855.37855.37854.22854.42854.92854.80854.54854.48853.58853.56854.45854.44854.79854.46854.44854.88854.72854.80854.73854.89854.21GM AC 854.20E.M.854.10853.72853.73853.86854.11853.89853.78853.89854.04DYH WATER SPIGOT854.73853.50853.94855.19855.19855.15855.07853.80853.63853.02852.69853.11853.85853.42853.76853.63852.55852.40852.55853.18853.24853.77854.01852.88851.71851.84851.88853.61853.55853.53853.28852.79853.52850.93849.56853.62853.27854.87855.19854.21854.19853.29852.27849.77848.96849.24851.26852.64854.12854.52854.22854.10854.16854.15DYH WATE
R SPI
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853.85853.47853.51853.42854.20854.53853.90853.53848.15848.73848.73849.24849.82850.09852.13848.32847.80848.21850.53852.81853.96852.53851.33847.86846.64846.95851.76853.53853.51854.70854.26853.41852.23850.78845.37843.59844.59849.80844.39843.26842.83843.46846.87W WELL HEAD844.38842.57842.19842.38843.46842.68841.78841.78842.04843.91843.05845.25845.28845.38845.76847.22849.81843.28842.67842.27842.59844.69847.62851.39846.95844.53843.49842.10842.02841.94842.42844.83845.77848.83846.86851.15853.44854.38854.32852.68852.96850.02849.99P.W.P.845.82845.23843.70841.89841.69842.09843.72843.92842.99841.32841.36841.56843.43843.82843.62841.46841.13841.22843.03843.48843.01842.51841.81840.90840.67841.19842.69843.27843.24842.22841.32840.54840.22840.62841.54842.89848.87842.65841.64839.97839.67839.63840.30841.33841.44842.16842.77843.44845.36854.80855.27855.66852.58854.50855.23855.52855.13853.88849.82850.30851.48852.72854.64853.46853.57852.51845.44845.38855.96854.45852.58852.22P.W.P.P.W.P.851.38851.05851.24853.22854.27855.98855.48855.10854.93854.36855.33855.53855.52855.54855.41855.44855.56855.39855.39855.42855.92856.07856.08852.51852.50852.50852.50852.38852.24852.16852.44852.49852.20851.97852.24852.23851.49851.49852.15852.55852.04852.79853.40853.13852.80852.91853.01853.20853.11853.26853.24853.50853.59853.73853.66854.13853.71854.39854.76854.79854.82854.41855.44856.21855.92856.01856.18855.60856.23856.28856.42856.36855.57856.42856.34855.58856.10855.95855.67855.88855.90855.38854.91855.32855.06854.91854.54854.15854.34853.94853.06853.31852.90852.46852.51853.53852.39852.94852.71852.04851.50852.34852.68852.07852.14852.22852.20851.17850.76851.78852.00851.27851.36852.05851.88850.84851.32851.03852.46853.66852.68851.87853.26853.50853.21859.06859.10858.80858.67858.80858.79858.77859.09859.30858.99859.08859.37859.29858.97858.71859.03858.67858.30857.64858.01857.26856.95856.23856.55855.78855.48854.77855.11854.39854.06853.64854.02853.86853.39853.00853.43853.27852.82852.89852.94852.91852.90852.93852.89852.82853.31853.28852.80852.87853.28853.67853.18853.72854.13854.14854.50855.14854.78855.49855.83856.48856.15856.91857.24857.94857.58858.18858.52859.00858.68858.95859.27859.38859.02858.93859.28859.12858.79858.72858.71854853852851850849
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854Emma Lou Cunningham et alInst. No. 2014-0305971.84 Ac.±(M)James E. Noland, Jr. etuxInst. No. 91-030071JACKSON'S GRANT ONWILLIAMS CREEK SECTION 5Inst. No. 2017-054815Plat Cab. 5, Slide 758VAR. D.U.&S.S.E.Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563VAR. B.M.P.E.&R.D.E.30'30'30' DRAINAGE FLOOD
ROUTE EASEMENT
INST. NO. 2020-069148
30' DRAINAGE FLOOD
ROUTE EASEMENT
INST. NO. 2020-069148
10' ASPHALT PATH 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK10' ASPHALT PATH ex. 10' pathPERGOLA
W/ BENCH
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5' SIDEWALK
5'
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VAR. R.D.E. & B.M.P.E
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BIO RETENTION BMP #1
2 YEAR ELEV.=849.50
10 YEAR ELEV.=850.13
INTERIM
100 YEAR ELEV.=851.51
100 YEAR ELEV.=850.99
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.
1
2MLAG=856.00MFPG=856.00MLAG=853.12MFPG=853.12MLAG=855.50MFPG=855.50MLAG=856.00MFPG=856.00MLAG=855.50MFPG=855.50MLAG=856.00MFPG=856.00MLAG=855.50MFPG=855.50MLAG=856.00MFPG=856.00MLAG=855.50MFPG=855.50MLAG=856.50MFPG=856.50MLAG=855.50MFPG=855.50MLAG=856.50MFPG=856.50MLAG=855.50MFPG=855.50MLAG=856.50MFPG=856.50MLA
G
=
8
5
5.
5
0
MFP
G
=
8
5
5.
5
0
MLA
G
=
8
5
6.
5
0
MFP
G
=
8
5
6.
5
0
MLAG=8
5
5
.
5
0
MFPG=8
5
5
.
5
0
MLAG=8
5
6
.
5
0
MFPG=8
5
6
.
5
0
MLAG=856.50MFPG=856.50MLAG=855.50MFPG=855.50MLAG=856.50MFPG=856.50MLAG=855.50MFPG=855.50MLAG=856.50MFPG=856.50MLAG=855.60MFPG=855.60MLAG=855.70MFPG=855.70MLAG=855.77MFPG=855.77MLAG=855.30MFPG=855.30MLAG=855.50MFPG=855.50MLAG=855.50MFPG=855.50MLAG=855.40MFPG=855.40MLAG=855.50MFPG=855.50MLAG=855.40MFPG=855.40MLAG=855.50MFPG=855.5020'
D
.
U
.
&
S
.
S
.
E
.
2
0
'
D
.U
.&S
.S
.E
.20' D.U.&S.S.E.20' D.U.&S.S.E.15'
R
.
D
.
E
.
15'
R
.
D
.
E
.30' D.&U.E.30' D.&U.E.25' R.D.E.
1
5
'
R
.D
.E
.0+50854.671+50854.072+50854.493+50854.311+50854.00
2+
5
0
85
4
.
3
34+50855.005+50855.547+50856.1240'SPILLWAYEL.=853.5025'
B
.
L
.
M
L
A
G
=
8
5
5
.
1
0
M
F
P
G
=
8
5
5
.
1
0
2
5
'
B
.L
.25' B.L.25' B.L.25' B.L.25' B
.L
.
25' B.L.25' B.L.25' B.L.25' B.L.25' B.L.25' B.L.VAR. U.E.
10' S.S.E.
15' S.S.E.
VAR. U.E.20' B.M.P.&U.E.C.A.#1-2
25' R.D.E.MLAG=855.30MFPG=855.30459
EX-2
*
*
WILLI
A
M
S
C
R
E
E
K
15' R.D.E.
15' R.D.E.xxxxxxxxxxxxx x x x x x
xxxxxxxxxxxxx> o o o> o o o> o o o > o o o
461 12 L.F. 24" R.C.P. @ 1.00%8508518528528498
5
1
852
855
852853854
856853854855
853854
855
853854 SPRINGMILL ROAD8560+50
856.76
1+50
855.37
3+50
855.05
4+50
854.79
5+50
854.51
6+50
855.01
8+50
855.79
856855
1.00%1.00%
1
.
0
0%
1
.
0
0%
10' S.S.E.52' R/W30' B-B10' S.S.E.
10' S.S.E.854.5855.8855.8855.4
855.0
855.8
856.8
856.9
856.5
85
5
.
8 855.7855.7
856.3
854.6854.6854.5
854.3
854.7
854.8
854.6
854.8854.3853.6855.6855.6854.2855.0
856.0
856.0
854.1
855.0
854.7856.0856.0855.6
854.8
856.0
857.0
857.1
856.7
85
6
.
0 855.9855.5855.2855.9
856.5
854.4853.8853.9854.5855.68
5
5
.
6
8
5
5
.
6
85
3
.
8
85
5
.
6
85
5
.
6
85
5
.
6
854.5
H.P.
854.4
853.8854.5H.P.854.3853.8854.4H.P.853.6854.3854.6H.P.854.9H.P.854.2853.5854.5H.P.853.285
2
.
6
85
2
.
6
85
2
.
6
15
855.8
MFF=856.5
16
855.7
MFF=856.4
17
856.0
MFF=856.4
18
856.0
MFF=856.2
19
856.0
MFF=856.2
14
857.3
MFF=858.0
13
856.6
MFF=857.3
12
856.3
MFF=857.0
11
856.3
MFF=857.010
856.3
MFF=857.0
9
856.5
MFF=857.1
8
856.9
MFF=857.5
7
857.3
MFF=858.0
6
857.0
MFF=856.9
5
856.2
MFF=856.8
4
856.0
MFF=856.5
3
856.2
MFF=856.9
2
856.1
MFF=856.8
1
856.1
MFF=856.8
854.65
846.6
854.10854.10854.35
854.57853.8
855.6TC=854.06 854.08855.50
855.83
854.60
854.93
I.E.=848.95
854.1
853.2
854.3
856.1856.3
854.3853.4
> o o o> o o o> o o o> o o o165 L.F. SWALE 0.50%851852LAKE #1
N.P.=847.00
2 YEAR ELEV.=848.30
10 YEAR ELEV.=849.26
INTERIM
100 YEAR ELEV.=851.45
100 YEAR ELEV.=853.50
BOTTOM ELEV.=835.0025' R.D.E.25' R.D.E
.
25' R.
D
.
E
.
25' R.
D
.
E
.
400
460
851
852853
(PARKWAY ARTERIAL)(PARKWAY COLLECTOR)(PARKWAY COLLECTOR)T.C.=856.20
T.C.=855.79
T.C.=856.99
T.C.=856.24
T.C.=855.28
T.C.=855.99
T.C.=855.66
T.C.=855.60
T.C.=855.31
T.C.=854.71
T.C.=856.24
T.C.=856.84
10' ASPHALT
PATHKEATON DRIVE(LOCAL)KE
A
T
O
N
D
R
I
V
E
(L
O
C
A
L
)KEATON DRIVE(LOCAL)VILLAGE CREEK DRIVE
(LOCAL)
VILLAGE CREEK DRIVE
(LOCAL)
VILLAGE CREEK DRIVE
(LOCAL)OTTO LANE(LOCAL)KEATON CIRCLE(LOCAL)OTTO LANE(LOCAL)856856857856857855856
857
85520'
B
.M
.P
.&U
.E
.
20' B.M.P.&U.E.20' D.U.&S.S.E.20' B.M.P.&
U
.
E
.
20' B.M.P.&U.E.20' B.M.P.&S.S.E.20' B.M.P.&S.S.E.20' B.M.P.&S.S.E.15' R.D.E.15' R.D.E.15' R.D.E.1
5
'
R
.D
.E
.15' R.D.E.15' R.D.E.25' L.B.E.30' D.&U.E.15' R.D.E.15' D.&U.E.15' D.&U.E.15' R.D.E.
15' R.D.E.15' R.D.E.15' R.D.E.30' D.&U.E.25' L.B.E.10' L.B.E.10' L.B.E.85185110' L.B.E.5' N.A.E.5' N.A.E.
VAR. T.P.E.5' L.B.E.111 L.F. 18" R.C.P. @ 0.36%30 L.F. 12" R.C.P. @ 0.30%
130 L.F. 12" R.C.P. @ 0.72%68 L.F. 12"
R.
C.
P.
@ 3.00
%
15 L.F.
15" R.C.P.
@ 0.30%115 L.F. 15" R.C.P. @ 2.63%52 L.F. 18" R.C.P. @ 0.29%
137 L.F. 12" R.C.P. @ 0.30%
138 L.F. 12" R.C.P. @ 0.30%
147 L.F. 12" R.C.P. @ 0.30%
68
L
.
F
.
1
2
"
R
.
C
.
P
.
@
1
.
7
4
%
140 L.F. 12" R.C.P. @ 0.30%
30 L.F. 12" R.C.P. @ 0.33%
37 L.F. 15" R.C.P. @ 0.22%
105 L.F. 15" R.C.P. @ 0.22%120 L.F. 18" R.C.P. @ 0.18%33 L.F. 18" R.C.P. @ 0.21%
15 L.F. 18" R.C.P. @ 0.30%
81 L.F. 18" R.C.P. @ 0.30%62 L.F. 18"
R.
C.P.
@ 0.30
%
28 L.F. 21" R.C.P. @ 0.29%
15 L.F. 21" R.C.P. @ 0.33%
137 L.F. 24" R.C.P. @ 0.18%
49 L.F. 30" R.C.P. @ 0.33%
26 L.F. 21" R.C.P. @ 0.34%121 L.F. 21" R.C.P. @ 0.36%121 L.F. 30" R.C.P. @ 0.14%
30 L.F. 30" R.C.P. @ 0.20%
27 L.F. 30" R.C.P. @ 0.19%
106 L.F. 30" R.C.P. @ 0.18%
21 L.F. 12" R.C.P. @ 3.90%
63 L.F. 15" R.C.P. @ 0.25%33 L.F. 18" R.C.P. @ 0.18%
38 L.F. 18" R.C.P. @ 0.18%
29 L.F. 18" R.C.P. @ 0.18%
23 L.F. 12" R.C.P. @ 2.27%
84 L.F. 18" R.C.P. @ 0.19%136 L.F. 15" R.C.P. @ 0.78%118 L.F. 15" R.C.P. @ 1.38
%
70 L.F. 18" R.C.P. @ 0.23%
30 L.F. 15" R.C.P. @ 0.30%
8 L.F. 12" R.C.P. @ 0.67%
18 L.F. 21" R.C.P. @ 0.26%
18 L.F. 21" R.C.P. @ 0.29%
21 L.F. 12" R.C.P. @ 0.96%
8 L.F. 12" R.C.P. @ 0.30%855856857855856857855854856857853TC=854.06
855856857
855856857TC=853.77
TC=853.98
854> o o o
849.9
19'
SPILLWAY
EL.=851.00
1.50%850
850851
852
852
853
**
*
**
*
855.79
855.72
855.93
856.02
855.60
851852I.E.=850.25
852852
EX
JGV809
JGV808
JGV812
JGV807
JGV806
JGV805
JGV804
JGV803
JGV802
JGV801
JGV800
JGV810
JGV811
JGV813
852855854856855.21
854.88 854855855I.E.=850.38
T.C.=856.06
VAR. SIGN
EASEMENT
856
854.5
854.5
854.5
855.5
854.5
854.6
854.1
851.0
854.3
854.4
854.7
853.8
856.8
852.7
855.0
852.3
852.6
854.8
60160JGV-R1
AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/16/21File Name:S:\60160JGV-R\DWG\C202 - Emergency Flood Route.dwg - 201Modified / By:March 20, 2022 4:15:28 PM / ecarsonPlotted / By:March 20, 2022 4:43:36 PM / Erik CarsonJACKSON'S GRANT VILLAGESECTION 101/18/22CITY OF CARMEL REVIEW COMMENTSAEC03/18/22CITY OF CARMEL & TRICO REVIEW COMMENTSAECDATEMARKREVISIONSBYCERTIFIED: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 ROUTE201
LEGEND
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
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
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
CONSTRUCTION LIMITS