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.