HomeMy WebLinkAboutC202 - Emergency Flood Route-C202N
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 858.67857.61857.46857.29857.49858.38857.84857.22857.72856.82856.57855.91856.08856.97856.48855.69856.18855.40855.18854.91855.07855.43854.92855.37854.34854.86854.73854.49853.72853.88854.13853.66853.22853.71TR 853.39853.41853.14852.30852.64853.29852.77852.48853.00852.41852.27852.58852.67T.A.C.EAC
T.A.C.
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.
T.A.C.
EACEAC 849.26849.44T.A.C.
T.P.
T.A.C.
T.A.C.
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
NN
℄
℄℄
℄
S
856.41856.84857.17857.20857.00856.97857.12855.49854.85854.28854.08853.35852.80852.57851.92851.74852.61851.84851.99852.00851.41851.71852.19852.00851.87851.96851.48850.89850.72850.89851.38851.65854.42854.64855.01855.71855.52856.20852.20852.62852.76853.24853.66854.31855.07856.78856.85856.68856.46856.28856.07855.82856.30855.69855.40855.81856.00856.52857.13857.18856.72854.96854.10853.42852.73852.38852.41852.24851.41851.63851.80852.31852.99853.66854.53856.58857.29857.12856.55855.78855.41855.31855.54855.65855.02855.07855.79856.62857.15857.72857.18854.74853.80852.98852.37851.83851.47851.19851.64851.96852.21852.59853.04853.78854.32857.38858.21857.81856.90855.91855.10854.84854.90854.65854.47854.80855.56856.35857.41857.65856.44854.68854.03853.62853.16852.84852.58852.14852.69852.89853.26853.52853.94854.28852.57853.03854.10854.88854.93854.12854.12852.71852.71852.74852.44853.29852.22851.85852.06852.03851.99851.61850.93850.65850.44850.92853.50853.88852.92851.64852.15853.15853.02852.51852.78853.02852.15851.72851.72851.95851.98852.81853.20853.83852.94852.27851.50851.82851.88852.20851.79852.44852.98852.55852.43852.34NN 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.DYHWV
WV
DYH 854.26854.14854.01854.10854.26854.19854.29853.22853.18854.24854.39854.20854.18854.35854.37854.22854.29854.24854.29853.80853.71853.61853.35853.26853.40853.66853.90853.96854.24854.16854.47854.55855.06855.01856.43856.51857.63857.23P.W.P.
E.P.
P.W.P.
WV
859.08858.72858.37857.89857.43857.31853.45853.45853.86853.86853.78853.78854.30854.30854.33853.90853.83853.49853.42853.76853.87854.21854.16853.79853.72853.35853.26S
853.61853.69854.09854.04853.62853.56853.18853.15853.49853.57854.00854.01853.53853.40853.08853.06853.38853.56854.03S854.04853.52853.41853.05853.11853.47853.59854.07854.12853.65853.50853.16853.21853.57853.71854.16854.22853.73853.66853.28853.36853.71853.80854.30854.33853.84853.72853.40853.49853.80853.92854.36854.28853.86853.80853.47W WATERMANHOLEWV
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.853.32852.68853.17D 853.28853.11852.59852.67853.19852.72852.68852.46852.50852.49852.48852.95852.46852.25852.76852.64852.19D 852.75852.64852.96852.71851.76851.44853.08852.73852.64851.29850.86852.34852.59853.17852.69852.35852.47852.60853.11853.48852.97852.84852.82852.69852.22851.83850.54850.15849.73849.23849.76850.88852.40852.50851.78852.26852.19851.67851.61852.10852.07851.98D 852.28852.15851.96850.27849.89851.91852.10851.72852.13852.35851.84852.34851.89850.44852.38852.09850.06T.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 852.53852.61852.66852.58852.24851.96852.57853.15853.45853.10853.37852.02852.91852.46851.94851.60851.52851.54851.22851.20850.89850.39851.13850.62851.43851.31851.58852.21852.43852.48852.25852.57852.55852.35852.15853.07854.14852.06852.82852.85852.66852.88853.55854.54854.04854.37854.69854.80855.17854.51852.51855.08854.63853.59853.08855.19855.19855.15855.07853.28852.79853.52850.93849.56853.62853.27854.87855.19854.21854.19852.27849.77848.96849.24851.26848.15848.73848.73849.24849.82850.09852.13848.32847.80848.21850.53852.81853.96852.53851.33847.86846.64846.95851.76852.23850.78845.37843.59844.59849.80844.39843.26842.83843.46846.87W 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.845.82845.23843.70841.89841.69842.09843.72843.92842.99841.32841.36841.56843.43843.82843.62841.46841.13841.22843.03843.48843.01842.51841.81840.90840.67841.19842.69843.27843.24842.22841.32840.54840.22840.62841.54842.89848.87842.65841.64839.97839.67839.63840.30841.33841.44842.16842.77843.44845.36854.80855.27855.66853.88849.82850.30851.48852.72854.64853.46852.51845.44845.38855.96854.45852.58852.22P.W.P.P.W.P.851.38851.05851.24853.22854.27855.98855.48855.10854.93854.36855.54855.41855.44855.56855.39855.39855.42855.92856.07856.08852.51852.50852.50852.50851.49852.15852.55852.04852.79853.40853.13852.80852.91853.01855.44856.21855.92856.01856.18855.60856.23856.28856.42856.36855.57856.42856.34855.58856.10855.95855.67855.88855.90855.38854.91855.32855.06854.91854.54854.15854.34853.94853.06853.31852.90852.46852.51852.39852.94852.71852.04851.50852.34852.68852.07852.14852.22852.20851.17850.76851.78852.00851.27851.36852.05851.88850.84851.32851.03852.46853.66852.68851.87853.26853.50853.21859.06859.10858.80858.67858.80858.79858.77859.09859.30858.99859.08859.37859.29858.97858.71859.03858.67858.30857.64858.01857.26856.95856.23856.55855.78855.48854.77855.11854.39854.06853.64854.02853.86853.39853.00853.43853.27852.82852.89852.94852.91852.90852.93852.89852.82853.31853.28852.80852.87853.28853.67853.18853.72854.13854.14854.50855.14854.78855.49855.83856.48856.15856.91857.24857.94857.58858.18858.52859.00858.68858.95859.27859.38859.02858.93859.28859.12858.79858.72858.71854853852851850849
847
848
846
845
844
843
842
842841
840 841841842
843
845844 846
847848849850
852
853
854
855
856855854851851853
853
852
853
852
852 853 853852
851
852850 855
856
854
85385
2
85
1
85
2 8538548548
5
5
856 858857857858 8568
5
8
857857856855854854
8
5
3
852
853854
854
855855855
852853854
855
855
850
849
846
84
6
845
846
845844
852
851
850 851
852 853 854
855 855855
853
855Emma 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 758SS
S
SS
SSS S
S
S
S
S
S SEX. SAN. MH #JGV804
T.C.=856.99
8" SDR-35 PVC S
INV.=848.19
8" SDR-35 PVC E
INV.=848.09
8" SDR-35 PVC N
INV.=848.29
EX. SAN. MH #JGV809
T.C.=856.84
8" SDR-35 PVC W
INV.=850.73
EX. SAN. MH #JGV808
T.C.=856.24
8" SDR-35 PVC E
INV.=850.00
8" SDR-35 PVC SW
INV.=849.90
EX. SAN. MH #JGV810
T.C.=856.24
8" SDR-35 PVC S
INV.=849.21
EX. SAN. MH #JGV806
T.C.=856.20
8" SDR-35 PVC SE
INV.=849.53
8" SDR-35 PVC NW
INV.=849.43
8" SDR-35 PVC NE
INV.=849.63
EX. SAN. MH #JGV807
T.C.=856.06
8" SDR-35 PVC NW
INV.=849.84
EX. SAN. MH #JGV805
T.C.=855.79
8" SDR-35 PVC SE
INV.=849.16
8" SDR-35 PVC N
INV.=849.06
EX. SAN. MH #JGV801
T.C.=855.66
8" SDR-35 PVC W
INV.=845.76
8" SDR-35 PVC E
INV.=845.86
8" SDR-35 PVC N
INV.=845.66
EX. SAN. MH #JGV802
T.C.=855.99
8" SDR-35 PVC W
INV.=846.52
8" SDR-35 PVC E
INV.=846.42
EX. SAN. MH #EX
T.C.=855.46
8" SDR-35 PVC S
INV.=843.70
EX. SAN. MH #JGV800
T.C.=855.31
8" SDR-35 PVC E
INV.=844.51
8" SDR-35 PVC S
INV.=844.41
8" SDR-35 PVC N
INV.=844.31
EX. SAN. MH #JGV803
T.C.=855.28
8" SDR-35 PVC W
INV.=847.35
8" SDR-35 PVC E
INV.=847.25
EX. SAN. MH #JGV812
T.C.=856.59
8" SDR-35 PVC W
INV.=850.04
EX. SAN. MH #JGV811
T.C.=855.60
8" SDR-35 PVC W
INV.=846.43
8" SDR-35 PVC E
INV.=846.53
EX. SAN. MH #JGV813
T.C.=854.57
8" SDR-35 PVC W
INV.=845.42
EX. EX. INLET #EX-2
T.C.=857.47
12" R.C.P. W
INV.=853.00
12" R.C.P. E
INV.=852.87
EX. CURB INLET #459
T.C.=857.14
12" R.C.P. E
INV.=853.20
EX. MANHOLE #404
T.C.=855.39
15" R.C.P. SW
INV.=850.54
15" R.C.P. NE
INV.=850.44
EX. CURB INLET #405
T.C.=855.26
15" R.C.P. NE
INV.=850.58
EX. CURB INLET #422
T.C.=854.86
12" R.C.P. W
INV.=849.79
15" R.C.P. NE
INV.=849.54
EX. CURB INLET #423
T.C.=854.82
12" R.C.P. W
INV.=849.99
12" R.C.P. E
INV.=849.89
EX. MANHOLE #433
T.C.=854.64
21" R.C.P. S
INV.=848.15
24" R.C.P. N
INV.=847.90
EX. MANHOLE #412
T.C.=854.61
18" R.C.P. S
INV.=847.63
18" R.C.P. NE
INV.=847.53
EX. CURB INLET #413
T.C.=854.46
18" R.C.P. SW
INV.=847.78
18" R.C.P. N
INV.=847.68
EX. CURB INLET #414
T.C.=854.45
18" R.C.P. S
INV.=848.66
18" R.C.P. NE
INV.=847.85
EX. CURB INLET #434
T.C.=854.37
21" R.C.P. S
INV.=848.30
21" R.C.P. N
INV.=848.20
EX. CURB INLET #429
T.C.=854.22
12" R.C.P. E
INV.=850.17
12" R.C.P. W
INV.=850.07
EX. CURB INLET #430
T.C.=854.22
12" R.C.P. W
INV.=850.26
EX. MANHOLE #437
T.C.=854.18
30" R.C.P. SE
INV.=847.55
30" R.C.P. W
INV.=847.45
EX. INLET #443
T.C.=854.10
21" R.C.P. S
INV.=849.17
21" R.C.P. N
INV.=849.07
EX. INLET #442
T.C.=854.10
21" R.C.P. S
INV.=848.98
21" R.C.P. N
INV.=848.88
EX. CURB INLET #417
T.C.=854.10
15" R.C.P. SW
INV.=849.77
15" R.C.P. NE
INV.=849.87
EX. CURB INLET #418
T.C.=854.09
15" R.C.P. SW
INV.=849.58
15" R.C.P. NE
INV.=849.68
EX. INLET #435
T.C.=854.08
21" R.C.P. S
INV.=848.48
21" R.C.P. N
INV.=848.38
EX. INLET #421
T.C.=854.06
15" R.C.P. SW
INV.=849.46
15" R.C.P. E
INV.=849.36
EX. INLET #415
T.C.=854.06
15" R.C.P. W
INV.=849.13
18" R.C.P. N
INV.=848.88
EX. CURB INLET #438
T.C.=854.04
30" R.C.P. E
INV.=847.70
30" R.C.P. NW
INV.=847.60
EX. CURB INLET #439
T.C.=854.04
30" R.C.P. E
INV.=847.86
30" R.C.P. W
INV.=847.76
EX. INLET #441
T.C.=853.97
21" R.C.P. S
INV.=848.45
24" R.C.P. N
INV.=848.35
12" R.C.P. E
INV.=850.56
EX. YARD INLET #406
T.C.=853.80
12" R.C.P. W
INV.=848.94
12" R.C.P. SE
INV.=848.84
EX. YARD INLET #408
T.C.=853.80
12" R.C.P. S
INV.=849.99
12" R.C.P. NE
INV.=849.89
EX. YARD INLET #407
T.C.=853.80
12" R.C.P. SW
INV.=849.48
12" R.C.P. E
INV.=849.38
EX. YARD INLET #428
T.C.=853.80
12" R.C.P. E
INV.=849.13
12" R.C.P. SW
INV.=849.03
EX. YARD INLET #411
T.C.=853.80
18" R.C.P. SW
INV.=847.29
18" R.C.P. NE
INV.=847.19
EX. YARD INLET #403
T.C.=853.80
15" R.C.P. SW
INV.=847.40
18" R.C.P. NE
INV.=847.15
12" R.C.P. NW
INV.=847.65
EX. INLET #440
T.C.=853.77
24" R.C.P. S
INV.=848.24
30" R.C.P. W
INV.=848.03
12" R.C.P. N
INV.=849.00
EX. YARD INLET #432
T.C.=853.60
24" R.C.P. S
INV.=847.65
30" R.C.P. W
INV.=847.16
30" R.C.P. E
INV.=847.26
EX. YARD INLET #409
T.C.=853.60
12" R.C.P. N
INV.=850.40
EX. YARD INLET #424
T.C.=853.51
12" R.C.P. E
INV.=850.41
EX. OUTLET CONTROL #401
T.C.=853.50
18" R.C.P. W
INV.=847.00
EX. END SECTION #417A
T.C.=852.74
15" R.C.P. SW
INV.=851.49
EX. CURB INLET #457
T.C.=852.66
12" R.C.P. E
INV.=849.66
15" R.C.P. W
INV.=848.95
EX. END SECTION #457A
T.C.=851.73
12" R.C.P. W
INV.=850.48
EX. CURB INLET #456
T.C.=852.30
15" R.C.P. E
INV.=848.78
18" R.C.P. W
INV.=848.68
EX. CURB INLET #EX
EX. YARD INLET #455B
T.C.=852.80
18" R.C.P. E
INV.=848.52
18" R.C.P. W
INV.=848.42
15" R.C.P. NE
INV.=848.52
EX. MANHOLE #453
T.C.=851.92
18" R.C.P. S
INV.=847.93
18" R.C.P. N
INV.=847.93
12" R.C.P. W
INV.=848.43
EX. MANHOLE #454
T.C.=851.37
18" R.C.P. N
INV.=847.98
18" R.C.P. S
INV.=847.98
EX. OUTLET CONTROL #455
T.C.=851.16
18" R.C.P. S
INV.=848.04
EX. END SECTION #458
T.C.=850.20
12" R.C.P. E
INV.=848.95
EX. END SECTION #410
T.C.=849.88
18" R.C.P. SW
INV.=847.00
EX. END SECTION #431
T.C.=849.88
30" R.C.P. E
INV.=847.00
EX. END SECTION #455A
T.C.=850.05
18" R.C.P. E
INV.=848.26
EX. END SECTION #402
T.C.=848.80
18" R.C.P. SW
INV.=847.00
EX. END SECTION #427
T.C.=848.52
12" R.C.P. NE
INV.=847.00
EX. END SECTION #400
T.C.=847.85
18" R.C.P. E
INV.=846.60
855
852 853 854
856
855
853854855854855856857 850846847848849840845841842843844835836837838839855851852853
8
5
4
854
853853855851852853854855854856856857857855856856857
856
850 849
8
5
1
851852850851852852 855855 856855856857856
85
0
85
5
85
1
85
2
85
3
85
4855856 856856VAR. 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
WILLI
A
M
S
C
R
E
E
K
BILLY CREEK ASSOCIATES
Inst. No. 92-022718
10 Ac.±(D)
(Parcel 2)
25' R.D
.
E
.
25'
R
.
D
.
E
.
25'
R
.
D
.
E
.25' R.D.E.EX. 6' CEDAR SHADOW
BOX PRIVACY FENCE
JACKSON'S GRANT VILLAGE
SECTION 1
Inst. No. ____________
THE HAMLET AT JACKSON'S
GRANT
SECTION 2
Inst. No. 2020-071814
Plat Cab. 6, Slide 6
o o oo o oo o oo o o o o o o o o o o oo o oo o oo o oo o oo o oSPRINGMILL ROADW. 116th STREET o o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o
o
o o o o o o o o o o o o
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
BOTTOM ELEV.=VARIES
VAR. U.E.
10' S.S.E.
15' S.S.E.
VAR. U.E.
C.O.SPRINGMILL ROAD10' S.S.E.
10' S.S.E.
LAKE #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.=835.00
(PARKWAY ARTERIAL)(PARKWAY COLLECTOR)(PARKWAY COLLECTOR)KEATON 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)C.O.
TYPE III
TYPE III
TYPE III
C.O.WWW*
*
VAR. T.P.E.
VAR. SI
G
N E
ASE
ME
NT
50' 1/2 R/W
50' 1/2 R/W
W W W
WWWWWWW*
W W W W W W
W W W W
W W
JGV819
JGV816JGV818
T.C.=856.39
ALLEY B
(PRIVATE)ALLEY C(PRIVATE)ALLEY D
(PRIVATE)
BLOCK "D"46,332 sq.ft.
BLOCK "C"3+13854.420+00
854.26
1+00
854.54
2+00854.513+00854.500+50
854.56
1+50
854.24
2+50854.800+00854.181+00854.022+00854.000+50854.321+50853.812+50853.691+62
854.94
0+00
853.97
1+00
854.57
0+50
854.27
1+50
854.87
2+74
854.61
0+00
854.27
1+00
853.67
2+00
854.16
0+50
853.97
1+50
854.23
2+50
854.46
118 L.F. 21" R.C.P. @ 0.29%
165 L.F. 12" R.C.P. @ 0.30%134 L.F. 18" R.C.P. @ 0.22%101 L.F. 21" R.C.P. @ 0.26%124 L
.F
.
12"
R
.C
.P
.
@
0
.42%
165 L.F. 12" R.C.P. @ 0.30%
111 L.F. 12" R.C.P. @ 0.56%
114 L.F. 12" R.C.P. @ 0.67%
160 L.F. 12" R.C.P. @ 0.30%
15 L.F. 21" R.C.P. @ 0.29%
JGV817
JGV815
T.C.=855.39 WWWWWF.F.E. = 856.50
PAD = 855.8
F.F.E. = 856.50
PAD = 855.8
F.F.E. = 857.70
PAD = 857.0
F.F.E. = 857.70
PAD = 857.0
F.F.E. = 856.70
PAD = 856.0 F.F.E. = 856.40
PAD = 855.7
F.F.E. = 855.90
PAD = 855.2 F.F.E. = 855.90
PAD = 855.2
F.F.E. = 855.90
PAD = 855.2
F.F.E. = 855.90
PAD = 855.2
F.F.E. = 855.90
PAD = 855.2
F.F.E. = 855.90
PAD = 855.2
F.F.E. = 856.60
PAD = 855.9
F.F.E. = 856.50
PAD = 855.8
F.F.E. = 856.40
PAD = 855.7 854.48H.P.854.19854.59H.P.854.19854.61H.P.854.70
85
4
.
6
9
854.90
854.70 H.P.854.22 854.41H.P.853.77853.61
854.06 854.38 H.P.854.06 854.08856856857857 857
855853854856855856
856
855
852852853854
855
852853854855853854856 856857855856857855
855
854
854855855
856
855
855854
855 855855856855854856W
W
BLOCK "A"
855
855
856
856
0+50
854.26
1+50
854.24
2+50
854.70
3+50
854.10 4+50854.31ALLEY A
(PRIVAT
E
)ALLEY A(PRIVATE)856
856
856 855855856855
T.C.=855.50
JGV820
T.C.=855.65
T.C.=854.90
10' B.L.10' B.L.10' B.L.10' D.&U.E.10' B.L.
10' D.U.&S.S.E
.
10' D.U.&S.S.E.
ALLEY E
(PRIVATE)
T.C.=855.72
62 L.F. 12" R.C.P. @ 0.69%
T.C.=856.03
**
*
*
*
*
***
*
*
*
*
10' B.L.
10' B.L.
10' D.U.&S
.
S
.
E
.
10' D.U.&S.S.E.
10' D.U.&S.S.E.5' WALK5' WALK5' WALK5' WALK5' WALK5' WALK
5' WALK
5' WALK5' WALK5' WALK
5' WALK
5' WALK5' WALK5' WALK 5' WALK5' WALK5' WALK 5' WALK
5' WALK
10' D.&U.E.10' B.L.21' D.&U.E.
30' R.D.E.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.
FUT. BLDG.5' L.B.E.5' L.B.E.5' L.B.E.5' L.B.E.5' L.B.E.RISER
TC=856.0
RISER
TC=855.6
RISER
TC=855.6 98 L.F. SWALE @ 1.02%78 L.F. SWALE @ 1.80%85 L.F. SWALE @ 1.02%78 L.F. SWALE @ 1.54%10' ASPHALT PATH
VAR. I.E.E.VAR. I.E.E.VAR. I.E.E.&
D.U.&S.S.E.
VAR. I.E.E.&
D.U.&S.S.E.VAR. D.U.&S.S.E.VAR. D.U.&S.S.E.
VAR. D.U.&S.S.E.
VAR. I.E.E.&
D.U.&S.S.E.
49 L.F. 12" R.C.P. @ 0.69%
851.90
851.84
850.86
850.61
849.63
849.45
136 L.F. 12" HDPE @ 0.32%126 L.F. 12" HDPE @ 0.37%25 L.F. 12"
H
D
P
E
@ 1.95
%85585385485585285385485585
5
85
2
85
3
85
4855853854856855
855
855
85
6
8
5
7
855*
*
*8558' WALK
855
855
856
856
85
5
15' S.S.E.
854.77 H.P.854.48H.P.H.P.854.64H.P.854.05H.P.854.28H.P.856857856857857857856
857 857856856856856 38
*
856
5' WALK
5' WALK5' WALK13' D.U.&S.S.E.
30' D.U. & S.S.E.
JGV814
66
56 59555857 626160
63
64
65
48 C.A. 2-814,549 sq.ft.71 70 69 68 67
54
52
53
51
49
50
C.A. 2-71,995 sq.ft.
37
34
28
36
35
25 24 23 22
33
21 20
32
C.A. 2-11,487 sq.ft.
31
C.A. 2-31,235 sq.ft.
C.A. 2-21,025 sq.ft.
C.A. 2-666,196 sq.ft.
47
C.A. 2-41,407 sq.ft.26 27 29
30
46
45 10' B.L.10' B.L.MLAG=856.0
MFPG=856.0
MLAG=856.0
MFPG=856.0
MLAG=856.0
MFPG=856.0
MLAG=856.0
MFPG=856.0
MLAG=856.0
MFPG=856.0
MLAG=855.7
MFPG=855.7
MLAG=855.7
MFPG=855.7
MLAG=855.7
MFPG=855.7
MLAG=855.7
MFPG=855.7
MLAG=855.50
MFPG=855.50
MLAG=855.50
MFPG=855.50
MLAG=855.50
MFPG=855.50
MLAG=855.50
MFPG=855.50
MLAG=855.50
MFPG=855.50
MLAG=855.50
MFPG=855.50
MLAG=855.50
MFPG=855.50
MLAG=855.50
MFPG=855.50
MLAG=855.50
MFPG=855.50
MLAG=855.50
MFPG=855.50
MLAG=856.0
MFPG=856.0 MLAG=855.50MFPG=855.50MLAG=855.50MFPG=855.50MLAG=855.50MFPG=855.50MLAG=855.50MFPG=855.50MLAG=855.50MFPG=855.50MLAG=855.50MFPG=855.50WWW> o o o> o o o> o o o> o o o> o o o> o o oVILLAGE CORNER COURT(PRIVATE)C.A. 2-814,549 sq.ft.5' WIDE MULCH
NATURE TRAIL 99' L.F. 6" SSD74' L.F. 6" SSD74' L.F. 6" SSD85' L.F. 6" SSD60' 1/2 R/WC.A. 2-666,196 sq.ft.85285385439
44
424140
43
C.A. 2-51,500 sq.ft.C.A. #2-9350 sq.ft.849.79
850.03
854.4
854.5
854.5
854.5
855.5
854.5
854.6
854.1
851.0
854.3
854.4
854.7
853.8
854.6
855.0
854.5
854.6
854.7
854.8
854.4
854.4
854.9
855.0
60160JGV-R2
AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/16/22File Name:S:\60160-JGV-R2\DWG\C202 - Emergency Flood Route.dwg - C202Modified / By:June 3, 2022 9:31:36 AM / RMorrisPlotted / By:September 29, 2022 11:20:32 AM / Raven MorrisJACKSON'S GRANT VILLAGESECTION 2DATEMARKREVISIONSBYCERTIFIED: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 ROUTEC202
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