HomeMy WebLinkAboutBasin Map-POND ROUTING BASIN MAP (2)20
834.85
M/4C_SCHNEIDER_SURFACE
T.P.
N.E. Corner
W. 12 , N.E. 14
Sec.10-Twp.17N.-R.07E.
Mathematical Split Per Schneider Survey Inst. No. 200100042205
FW(FIRM)FW(FIRM)FW(FIRM) FW(FIRM)FWF(FIRM)
FLOODWAY ZONE AE
ZONE AEZONE AEFLOODWAY ZONE AE
FLOODWAY
ZONE AE20.0'20' Apparent Right of Way
Permanent Right of Way
Per Plat Book #306, Pg. #611
Hamilton County Recorder's Office
EAST 1326.8' DEED
WEST 1127.8' DEED
WEST 200' DEED
NORTH 200' DEEDNORTH 303.26' DEEDNORTH 200' DEED
WEST 200' DEED
FLOODWAY AREA PLOTTED
PER AERIAL MAP LOCATION
FIRM PANEL #18057C0208G
NOTE:
THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT SURVEY OR
ORIGINAL BOUNDARY SURVEY, OR A ROUTE SURVEY.
THIS PLOT PLAN WAS PREPARED FROM LIMITED INFORMATION
OBTAINED FROM THE HAMILTON COUNTY RECORDERS OFFICE
AND THE HAMILTON COUNTY G.I.S. GENERAL VIEWER APPLICATION AND OTHER SOURCES
WHICH WERE NOT NECESSARILY VERIFIED BY A FIELD SURVEY .
1042
834.73
M/4C_SCHNEIDER_SURFACE_CHK
1043
834.70
M/4C_SCHNEIDER_SURFACE_CHKDYH838.971072
839.05
SIGN_STOP
839.23838.60837.02836.08835.81
835.681080
834.70
M/4C_SCHNEIDER_SURFACE_CHK 826.94833.08834.14 WV 1091
835.46
START BOX/LAWN CONTROL
WV
833.85831.90832.96 833.94834.73834.88833.87830.86833.99835.36835.04835.70836.35836.56835.96835.46836.87838.16838.45839.35839.06 836.99 836.03835.95
836.03 836.51 837.37 837.54837.08836.39836.80 837.32836.94836.59
836.57835.21 835.33834.72833.13 834.53 835.87837.06837.32837.40837.66836.94 836.21835.52836.99837.61837.84836.70
836.44 834.97833.26834.68 835.81837.17837.67837.24836.42836.97837.66835.71835.42836.78836.58836.58
836.99 837.60836.56836.78836.80836.84837.20 837.50835.72834.37 834.70836.09835.15832.37806.46807.67810.34809.64809.56807.76808.64807.60810.16810.07807.73807.72807.41
810.7
1
810.65809.86807.64808.55808.63807.56
807.92807.80835.07 837.30836.47837.42835.85834.23831.26 832.90833.72 833.76831.55828.25809.47810.49811.96810.81 809.12 807.63808.79805.65
808.18
808.83811.54
1273
810.21
CENTER WOOD TIE STAIRS_B
1274
812.10
CENTER WOOD TIE STAIRS
1275
815.68
CENTER WOOD TIE STAIRS
1276
825.04
CENTER WOOD TIE STAIRS_E830.15
831.57 831.79833.90
833.07 833.68836.08
837.58837.831288
837.00
CENTER 2X2 BRK COL
1289
836.50
CENTER 2X2 BRK COL836.05
1291
835.95
CENTER 2X2 BRK COL
1292
834.56
CENTER 2X2 BRK COL833.51
1297
833.24
CENTER 2X2 BRK COL
1298
833.48
CENTER 2 X2 BRK COL 833.141300
834.76
CENTER 2X2 BRK COL
1301
836.06
CENTER 2X2 BRK COL 836.21 836.39836.43836.36836.54837.02 837.88836.38836.22835.57835.53 836.76839.06838.83838.90
838.59
1335
833.81
ST2 NRIM
836.09
836.461362
836.21
CENTER 2X2 BRK COL
1363
836.21
CENTER 2X2 BRK COL
1364
835.11
CENTER 1' BRK WALL_B
1365
835.08
CENTER 1' BRK WALL_E
1366
834.98
CENTER 1' BRK WALL_B
1367
836.12
CENTER 1' BRK WALL_E
837
83
8
83
9
84
0
84
1
84
2
84
3
843
843842 8428418408
3
9
842
841
840
839
838
837838838
839
840
840
839
838
841
841
762
0.00
HSE
763
0.00
HSE
764
0.00
HSE
83
7
83
7
836
837
837
837
8
3
7
83
7
83
7
8
3
8
8
3
9
8378
3
7
8
3
7
83
6
8
35
8
3
4
8
3
3
83
2
83
1
8
3
6
8
35
83
7
83
7
836
83
5
837
837
837
837
837
836
406 61 L.F.
12"
R.
C .P. @ 0.30%
Dry Basin
3.35 Ac.
CN = 83.9
TC = 10.5
LEGEND
EXISTING STORM SEWER
BASIN BREAKLINE
PROPOSED STORM SEWER
LAKE NORMAL POOLo o o
0
GRAPHIC SCALE
( IN FEET )
40' 20' 40'
1" = 40 FT
06/22/21