MATCH LINE - Nebraska Department of Roads1255 1254 1253 1252 1245 1220 1219 1218 1224 1223 1222 1221...
4
1277 1276 1275 1274 1273 1272 1271 1270 1269 1268 1267 1266 1265 1264 1263 1262 1261 1260 1259 1258 1257 1256 1255 1254 1253 1252 1245 1220 1219 1218 1217 1216 1215 1214 1213 1212 1211 1210 1209 1208 1207 1205 1201 1200 1199 1224 1223 1222 1221 1229 SECTION 115 1239 1225 1279 1278 1233 1237 1228 1230 1232 1231 1235 1234 1236 SECTION 120 SECTION 126 SECTION 159 SECTION 158 SECTION 157 SECTION 156 SECTION 155 SECTION 154 SECTION 153 SECTION 158 SECTION 157 SECTION 156 SECTION 155 SECTION 154 SECTION 152 SECTION 153 SECTION 151 SECTION 150 SECTION 149 SECTION 148 SECTION 147 SECTION 143 SECTION 142 SECTION 140 SECTION 138 SECTION 136 SECTION 134 SECTION 132 SECTION 130 SECTION 119 SECTION 117 SECTION 110 SECTION 111 CENTRAL CUTOFF DITCH FREMONT CUTOFF DITCH HIGHWAY N-79 EXISTING HIGHWAY 30 1247 1246 1244 1243 1242 1241 1240 1238 EXISTING HIGHWAY 77 1206 SECTION 108 EXISTING HIGHWAY 77 1197 SECTION 128 SECTION 145 SECTION 146 SECTION 144 SECTION 139 SECTION 137 SECTION 135 SECTION 133 SECTION 131 SECTION 127 SECTION 129 SECTION 122 1227 SECTION 111.1 SECTION 112.9 SECTION 112.96 SECTION 116 SECTION 125.95 SECTION 125.92 SECTION 141 SECTION 125.85 SECTION 109 SECTION 125.80 1280 1281 1248 1249 1226 1198 1202 1203 1210 1204 SECTION 148 1250 K:\Projects\2007\215\p01\General\Flood Plane Drawings\BFE-DIFF-000.dwg 5/22/2017 7:48 AM Brad Williams 0 1 inch = ft. 3000 3000 3000 Date Description FLOOD PLAIN US HIGHWAY 30 ROGERS TO FREMONT, NEBRASKA Date E & A CONSULTING GROUP, INC. Engineering · Planning · Environmental & Field Services 10909 Mill Valley Road, Suite 100 · Omaha, NE 68154 Phone: 402.895.4700 · Fax: 402.895.3599 www.eacg.com Description Revisions No of Drawn By: Designed By: Date: Proj No: Sheet: Scale: P2007.215.003 2/2/2017 PJG BJW 1" = 3000' 4 1 CURRENT FLOOD PLAIN LIMIT CURRENT FLOOD PLAIN LIMIT PROPOSED FLOOD PLAIN PROPOSED FLOOD PLAIN CURRENT FLOOD PLAIN LIMIT CURRENT FLOOD PLAIN LIMIT MATCH LINE MATCH LINE MATCH LINE MATCH LINE NORTH BEND See Sheet 2 of 4 AMES See Sheet 3 of 4 FREMONT See Sheet 4 of 4 PROPOSED HIGHWAY 30 ALIGNMENT PROPOSED HIGHWAY 30 ALIGNMENT PROPOSED HIGHWAY 30 ALIGNMENT CURRENT FLOOD PLAIN / UNION PACIFIC RAILROAD ALIGNMENT CURRENT FLOOD PLAIN / UNION PACIFIC RAILROAD ALIGNMENT EXISTING HIGHWAY 77 ALIGNMENT Horizontal Data for this Project = NAVD88 Coordinate system for this Project = Nebraska State Plane ZONE AE ZONE AE ZONE AE MATCH LINE CURRENT FLOOD PLAIN PROPOSED FLOOD PLAN LEGEND FEMA CROSS SECTIONS NDOR CROSS SECTIONS FEMA BASE FLOOD ELEVATION NDOR BASE FLOOD ELEVATION Areas where the Proposed Flood Elevation is Higher than FEMA's Base Flood Elevation. Areas where the Proposed Flood Elevation is Lower than FEMA's Base Flood Elevation.
Transcript of MATCH LINE - Nebraska Department of Roads1255 1254 1253 1252 1245 1220 1219 1218 1224 1223 1222 1221...
1277
1276
1275
1274
1273
1272
1271
1270
1269
1268
1267
1266
1265
1264
1263
1262
1261
1260
1259
1258
1257
1256
1255
1254
1253
1252
1245
1220
1219
1218 1217 12
16 1215
1214
1213 1212
1211
12101209
1208
1207
1205
1201
1200 11
99
1224
1223
1222
1221
1229
SECT
ION
115
1239
12251279
1278
1233
1237
1228
1230
1232
1231
1235
1234
1236
SECT
ION
120
SECT
ION
126
SECT
ION
159
SECT
ION
158
SECT
ION
157
SECT
ION
156
SECT
ION
155
SECT
ION
154
SECT
ION
153
SECT
ION
158
SECT
ION
157
SECT
ION
156
SECT
ION
155
SECT
ION
154
SECT
ION
152
SECT
ION
153
SECT
ION
151
SECT
ION
150
SECT
ION
149
SECT
ION
148
SECT
ION
147
SECT
ION
143
SECTION 142
SECT
ION
140
SECT
ION
138
SECT
ION
136
SECT
ION
134
SECT
ION
132
SECT
ION
130
SECT
ION
119
SECT
ION
117
SECT
ION
110
SECT
ION
111
CENTRAL CUTOFF DITCH
FREMONT CUTOFF DITCH
HIGHWAY N-79
EXISTING HIGHWAY 30
1247
1246
1244
1243
1242
1241 12
40
1238
EXIS
TING
HIG
HWAY
77
1206
SECT
ION
108
EXIS
TING
HIG
HWAY
7711
97
SECT
ION
128
SECT
ION
145
SECT
ION
146
SECT
ION
144
SECT
ION
139
SECT
ION
137
SECT
ION
135
SECT
ION
133
SECT
ION
131
SECT
ION
127
SECT
ION
129
SECT
ION
122
1227
SECT
ION
111.1
SECTION 112.9
SECTION 112.96
SECT
ION
116
SECTION 125.95
SECTION 125.92SECTION 141 SECTION 125.85
SECT
ION
109
SECTION 125.80
1280
1281
12481249
1226
1198
1202
1203
1210
1204SECTION 148
1250
K:\P
rojec
ts\20
07\21
5\p01
\Gen
eral\
Flood
Plan
e Dra
wing
s\BFE
-DIF
F-00
0.dwg
5/22/2
017 7
:48 A
MBr
ad W
illiam
s
0
1 inch = ft.
3000 3000
3000
Date
Desc
riptio
n
FLOO
D PL
AIN
US H
IGHW
AY 30
ROGE
RS T
O FR
EMON
T, N
EBRA
SKA
Date
E &
A CO
NSUL
TING
GRO
UP, IN
C.En
ginee
ring ·
Plan
ning ·
Env
ironm
ental
& F
ield S
ervic
es
1090
9 Mill
Valle
y Roa
d, Su
ite 10
0 · O
maha
, NE
6815
4Ph
one:
402.8
95.47
00 ·
Fax
: 402
.895.3
599
www.
eacg
.com
Desc
riptio
n
Revis
ions
No
of
Draw
n By:
Desig
ned B
y:
Date:
Proj
No:
Shee
t:
Scale
:
P200
7.215
.003
2/2/20
17 PJG
BJW
1" =
3000
' 41
CURRENT FLOOD PLAINLIMIT CURRENT FLOOD PLAIN LIMIT
PROPOSED FLOOD PLAIN
PROPOSED FLOOD PLAIN
CURRENT FLOOD PLAIN LIMIT CURRENT FLOOD PLAIN LIMIT
MATC
H LIN
E
MATC
H LIN
E
MATC
H LIN
E
MATC
H LIN
E
NORTH BENDSee Sheet 2 of 4
AMESSee Sheet 3 of 4
FREMONTSee Sheet 4 of 4
PROPOSED HIGHWAY 30 ALIGNMENT
PROPOSED HIGHWAY 30ALIGNMENT
PROPOSED HIGHWAY30 ALIGNMENT
CURRENT FLOOD PLAIN / UNION PACIFICRAILROAD ALIGNMENT
CURRENT FLOOD PLAIN / UNION PACIFICRAILROAD ALIGNMENT
EXISTING HIGHWAY 77ALIGNMENT
Horizontal Data for thisProject = NAVD88
Coordinate system forthis Project = NebraskaState Plane
ZONE AE
ZONE AE
ZONE AE
MATCH LINE
CURRENT FLOOD PLAIN
PROPOSED FLOOD PLAN
LEGEND
FEMA CROSS SECTIONS
NDOR CROSS SECTIONS
FEMA BASE FLOOD ELEVATION
NDOR BASE FLOOD ELEVATION
Areas where the Proposed FloodElevation is Higher than FEMA's BaseFlood Elevation.
Areas where the Proposed FloodElevation is Lower than FEMA's BaseFlood Elevation.
1277
1276
1275
1274
1273
1272
1271
1270
1269
1268
1267
1266
1265
1264
1263
1262
1261
1260
1259
1258
1257
1256
1255
1254
1279
1278
SECT
ION
161 SE
CTIO
N 16
0
SECT
ION
159
SECT
ION
158
SECT
ION
157
SECT
ION
156
SECT
ION
155
SECT
ION
154
SECT
ION
153
SECT
ION
158
SECT
ION
157
SECT
ION
156
SECT
ION
155
SECT
ION
154
SECT
ION
152
SECT
ION
153
SECT
ION
151
SECT
ION
150
SECT
ION
149
SECT
ION
148
SECT
ION
147
SECT
ION
143
SECTION 142
CENTRAL CUTOFF DITCH
HIGHWAY N-79
SECT
ION
145
SECT
ION
146
SECT
ION
144
SECTION 141
1280
1281
SECTION 148
1250
K:\P
rojec
ts\20
07\21
5\p01
\Gen
eral\
Flood
Plan
e Dra
wing
s\BFE
-DIF
F-00
0.dwg
5/22/2
017 7
:48 A
MBr
ad W
illiam
s
0
1 inch = ft.
1500 1500
1500
Date
Desc
riptio
nFL
OOD
PLAI
N(N
ORTH
BEN
D)US
HIG
HWAY
30RO
GERS
TO
FREM
ONT,
NEB
RASK
A
Date
E &
A CO
NSUL
TING
GRO
UP, IN
C.En
ginee
ring ·
Plan
ning ·
Env
ironm
ental
& F
ield S
ervic
es
1090
9 Mill
Valle
y Roa
d, Su
ite 10
0 · O
maha
, NE
6815
4Ph
one:
402.8
95.47
00 ·
Fax
: 402
.895.3
599
www.
eacg
.com
Desc
riptio
n
Revis
ions
No
of
Draw
n By:
Desig
ned B
y:
Date:
Proj
No:
Shee
t:
Scale
:
P200
7.215
.003
2/2/20
17 PJG
BJW
1" =
1500
' 42
CURRENT FLOOD PLAIN LIMITCURRENT FLOOD PLAIN LIMIT
CURRENT FLOOD PLAIN LIMIT
MATC
H LIN
E
MATC
H LIN
E
PROPOSED FLOOD PLAIN
PROPOSED FLOOD PLAIN
PROPOSED HIGHWAY 30 ALIGNMENT
PROPOSED HIGHWAY 30 ALIGNMENT
CURRENT FLOOD PLAIN / UNION PACIFICRAILROAD ALIGNMENT
CURRENT FLOOD PLAIN / UNION PACIFICRAILROAD ALIGNMENT
ZONE AE
ZONE AE
Horizontal Data for thisProject = NAVD88
Coordinate system forthis Project = NebraskaState Plane
MATCH LINE
CURRENT FLOOD PLAIN
PROPOSED FLOOD PLAN
LEGEND
FEMA CROSS SECTIONS
NDOR CROSS SECTIONS
FEMA BASE FLOOD ELEVATION
NDOR BASE FLOOD ELEVATION
Areas where the Proposed FloodElevation is Higher than FEMA's BaseFlood Elevation.
Areas where the Proposed FloodElevation is Lower than FEMA's BaseFlood Elevation.
1255
1254
1253
1252
1245
1220
1219
1218
1224
1223
1222
1221
1229
1239
1225
1233
1237
1228
1230
1232
1231
1235
1234
1236
SECT
ION
120
SECT
ION
126
SECT
ION
143
SECTION 142
SECT
ION
140
SECT
ION
138
SECT
ION
136
SECT
ION
134
SECT
ION
132
SECT
ION
130
SECT
ION
119
FREMONT CUTOFF DITCH
1247
1246
1244
1243
1242
1241 12
40
1238
SECT
ION
128
SECT
ION
144
SECT
ION
139
SECT
ION
137
SECT
ION
135
SECT
ION
133
SECT
ION
131
SECT
ION
127
SECT
ION
129
SECT
ION
122
1227SECTION 125.95
SECTION 125.92
SECTION 141 SECTION 125.85SECTION 125.80
1248124912261250
K:\P
rojec
ts\20
07\21
5\p01
\Gen
eral\
Flood
Plan
e Dra
wing
s\BFE
-DIF
F-00
0.dwg
5/22/2
017 7
:48 A
MBr
ad W
illiam
s
0
1 inch = ft.
1500 1500
1500
Date
Desc
riptio
nFL
OOD
PLAI
N(A
MES)
US H
IGHW
AY 30
ROGE
RS T
O FR
EMON
T, N
EBRA
SKA
Date
E &
A CO
NSUL
TING
GRO
UP, IN
C.En
ginee
ring ·
Plan
ning ·
Env
ironm
ental
& F
ield S
ervic
es
1090
9 Mill
Valle
y Roa
d, Su
ite 10
0 · O
maha
, NE
6815
4Ph
one:
402.8
95.47
00 ·
Fax
: 402
.895.3
599
www.
eacg
.com
Desc
riptio
n
Revis
ions
No
of
Draw
n By:
Desig
ned B
y:
Date:
Proj
No:
Shee
t:
Scale
:
P200
7.215
.003
2/2/20
17 PJG
BJW
1" =
1500
' 43
CURRENT FLOOD PLAIN LIMIT
CURRENT FLOOD PLAIN LIMIT
CURRENT FLOOD PLAIN LIMIT
MATC
H LIN
E
MATC
H LIN
E
MATC
H LIN
E
MATC
H LIN
E
PROPOSED FLOOD PLAIN
PROPOSED FLOOD PLAIN
PROPOSED HIGHWAY 30 ALIGNMENT
PROPOSED HIGHWAY 30 ALIGNMENT
CURRENT FLOOD PLAIN / UNION PACIFICRAILROAD ALIGNMENT
CURRENT FLOOD PLAIN / UNION PACIFICRAILROAD ALIGNMENT
ZONE AE ZONE AE
Horizontal Data for thisProject = NAVD88
Coordinate system forthis Project = NebraskaState Plane
MATCH LINE
CURRENT FLOOD PLAIN
PROPOSED FLOOD PLAN
LEGEND
FEMA CROSS SECTIONS
NDOR CROSS SECTIONS
FEMA BASE FLOOD ELEVATION
NDOR BASE FLOOD ELEVATION
Areas where the Proposed FloodElevation is Higher than FEMA's BaseFlood Elevation.
Areas where the Proposed FloodElevation is Lower than FEMA's BaseFlood Elevation.
1220
1219
1218 1217 12
16 1215
1214
1213 1212
1211
12101209
1208
1207
1205
1201
1200 11
99
1224
1223
1222
1221
SECT
ION
115
SECT
ION
120
SECT
ION
119
SECT
ION
117
SECT
ION
110
SECT
ION
111
EXISTING HIGHWAY 30
EXIS
TING
HIG
HWAY
77
1206
SECT
ION
108
EXIS
TING
HIG
HWAY
7711
97
SECT
ION
122
SECT
ION
111.1
SECTION 112.9
SECTION 112.96
SECT
ION
116
SECTION 125.92
SECT
ION
109
SECTION 125.80
1198
1202
1203
1210
1204
K:\P
rojec
ts\20
07\21
5\p01
\Gen
eral\
Flood
Plan
e Dra
wing
s\BFE
-DIF
F-00
0.dwg
5/22/2
017 7
:48 A
MBr
ad W
illiam
s
0
1 inch = ft.
1500 1500
1500
Date
Desc
riptio
nFL
OOD
PLAI
N(F
REMO
NT)
US H
IGHW
AY 30
ROGE
RS T
O FR
EMON
T, N
EBRA
SKA
Date
E &
A CO
NSUL
TING
GRO
UP, IN
C.En
ginee
ring ·
Plan
ning ·
Env
ironm
ental
& F
ield S
ervic
es
1090
9 Mill
Valle
y Roa
d, Su
ite 10
0 · O
maha
, NE
6815
4Ph
one:
402.8
95.47
00 ·
Fax
: 402
.895.3
599
www.
eacg
.com
Desc
riptio
n
Revis
ions
No
of
Draw
n By:
Desig
ned B
y:
Date:
Proj
No:
Shee
t:
Scale
:
P200
7.215
.003
2/2/20
17 PJG
BJW
1" =
1500
' 44
CURRENT FLOOD PLAIN LIMIT
MATC
H LIN
E
MATC
H LIN
E
PROPOSED FLOOD PLAIN
PROPOSED FLOOD PLAIN
PROPOSED FLOOD PLAIN
PROPOSED HIGHWAY 30 ALIGNMENT
EXISTING HIGHWAY 77ALIGNMENT
ZONE AE
ZONE AE
Horizontal Data for thisProject = NAVD88
Coordinate system forthis Project = NebraskaState Plane
PROPOSED FLOOD PLAIN
MATCH LINE
CURRENT FLOOD PLAIN
PROPOSED FLOOD PLAN
LEGEND
FEMA CROSS SECTIONS
NDOR CROSS SECTIONS
FEMA BASE FLOOD ELEVATION
NDOR BASE FLOOD ELEVATION
Areas where the Proposed FloodElevation is Higher than FEMA's BaseFlood Elevation.
Areas where the Proposed FloodElevation is Lower than FEMA's BaseFlood Elevation.
![PDF-1.6 %âãÏÓ 1237 0 obj endobj 1242 0 obj /Filter/FlateDecode/ID[]/Index[1237 7]/Info 1236 0 R/Length 36/Prev 860798/Root](https://static.fdocuments.in/doc/165x107/5afeded07f8b9a864d8f90f9/pdf-16-1237-0-obj-endobj-1242-0-obj-filterflatedecodeid07d414f093617a4996a5b7076407d3b1index1237.jpg)
![[XLS]cfw.ap.nic.incfw.ap.nic.in/pdf/Employees Data/Regular/VZM.xlsx · Web view1234 7702265250 1235 9652274937 1236 9705377513 1237 9491799573 1238 9490678039 1239 9491786388 1240](https://static.fdocuments.in/doc/165x107/5aaf378f7f8b9a6b308d0ac9/xlscfwapnicincfwapnicinpdfemployees-dataregularvzmxlsxweb-view1234.jpg)
