16-B-0001_Little_Papio_Dwgs.pdf

ER12CG811.DGN

ER12CG802.DGN

ER12CG801.DGN

ER12CG800.DGN

ER12CG708.DGN

ER12CG707.DGN

ER12CG706.DGN

ER12CG705.DGN

ER12CG704.DGN

ER12CG703.DGN

ER12CG702.DGN

ER12CG701.DGN

ER12CG501.DGN

ER12CG303.DGN

ER12CG302.DGN

ER12CG301.DGN

ER12CG221.DGN

ER12CG212.DGN

ER12CG211.DGN

ER12CG201.DGN

ER12CG122.DGN

ER12CG121.DGN

ER12CG102.DGN

ER12CG101.DGN

ER12CS101.DGN

ER12GI101.DGN

ER12G-002.DGN

ER12G-001.DGN

MRPPC52-341

MRPPC52-341

MRPPC52-341

MRPPC52-341

MRPPC52-341

MRPPC52-341

MRPPC52-341

MRPPC52-341

MRPPC52-341

MRPPC52-341

MRPPC52-341

MRPPC52-341

MRPPC52-341

MRPPC52-341

MRPPC52-341

MRPPC52-341

MRPPC52-341

MRPPC52-341

MRPPC52-341

MRPPC52-341

MRPPC52-341

MRPPC52-341

MRPPC52-341

MRPPC52-341

MRPPC52-341

MRPPC52-341

MRPPC52-341

MRPPC52-341

CG811

CG802

CG801

CG800

CG708

CG707

CG706

CG705

CG704

CG703

CG702

CG701

CG501

CG303

CG302

CG301

CG221

CG212

CG211

CG201

CG122

CG121

CG102

CG101

CS101

GI101

G-002

G-001

PIEZOMETER DATA

SOIL BORING LOGS SHEET 2 OF 2

SOIL BORING LOGS SHEET 1 OF 2

SOIL BORING LOGS LEGEND, ABBREVIATIONS AND GENERAL NOTES

TIMBER PILE PIPE SUPPORT DETAIL

CURB AND GUTTER DETAILS

HANDRAIL DETAILS

SHEETPILE CAP DETAILS

CONCRETE COLLAR DETAILS

SILT FENCE DETAILS

EROSION CONTROL BLANKET DETAIL

HORIZONTAL ALIGNMENT DATA AND HORIZONTAL AND VERTICAL CONTROL POINTS

RELIEF WELL DETAIL

TYPICAL CHANNEL SECTIONS SHEET 3 OF 3

TYPICAL CHANNEL SECTIONS SHEET 2 OF 3

TYPICAL CHANNEL SECTIONS SHEET 1 OF 3

RAMP PROFILE

SHEETPILE PROFILE SHEET 2 OF 2

SHEETPILE PROFILES SHEET 1 OF 2

CHANNEL BOTTOM PROFILE

EXISTING DRAINAGE STRUCTURE 192+50R PLAN AND PROFILE

DRAINAGE STRUCTURE 194+50R PLAN AND PROFILE

DETAIL PLAN

GENERAL PLAN

EXISTING SITE CONDITIONS

LOCATION MAP, VICINTY MAP AND ACCESS POINTS

INDEX

COVER

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

O M

A H

A

N E

B R

A S

K A

A N

S I

D

L

IT

T L E P

A P

IL

L

IO

N C

R E

E K

C H

A N

N E

L I

M P

R O

V E

M E

N T S

O M

A H

A D

IS

T R

IC

T

O M

A H

A

N E

B R

A S

K A

D E

C

/1

/2

M R

P P

C -3

W F -1

-B -0

INDEX

FILE NUMBER SHEET NO. DESCRIPTIONDESIGN FILE

G-002

E R

G -0

.D

G N

IN

D

E X

D D

M /R

D L

H W

B /M

E B

D P

R

B N J

A S N

O T

E D

.720

.875

.9

.033

7.05

.060

1037.129

.2

.321

1037.406 1037.411

1038.012

.0

1038.868

.9

.3

R M

K

.3

.4

R M

K

.4

.5

R M

K

.5

.6

R M

K

.6

.8

R M

K

.8 7 1 .9

R M

K

.9

.9

R M

K

.9

.9

R M

K

.9

.0

R M

K

.0

M P S

.0

.0

R M

K

.0

M P S

.0

M P S

.0

.0

R M

K

.1

M P S

.1

.1

R M

K

.1

.1

R M

K

.1

.1

R M

K

.1

M P S

.1

.1

R M

K

.1

M P S

.2

.3

R M

K

.3

M P S

.4 .6

R M

K

.6

.6

R M

K

.6

.6

R M

K

.7

M P S

.7

M P S

.7

M P S

.7

M P S

.8

.8

R M

K

.8

M P S

.8

M P S

.0

.0

R M

K

.0

.0

R M

K

.0

M P S

.0

.0

M P S

.0

.0

R M

K

.0

.1

R M

K

.1

M P S

.1

.1

R M

K

.1

.1

M P S

M P S

.1

.1

M P S

.2

.2

M P S

.2

M P S

.2

.2

R M

K

.2

.2

M P S

.2

M P S

.2

.2

R M

K

.2

M P S

.2

.2

R M

K

.2

M P S

.3

.3

M P S

.3

.3

R M

K

.3

.3

M P S

.3

.4

M P S

.4

.4

.4

M P S

S

T

.4

M P S

.4

M P S

.4

.4

R M

K

.4

.4

R M

K

.4

.4

M P S

.4

M P S

.4

.5

R M

K

.5

.5

R M

K

.5

.5

.5

.5

M P S

S

T

.5

.5

M P S

.5

.5

R M

K

.5

.5

M P S

.5

.6

M P S

.6

M P S

.6

.6

M P S

S

T

.6

.6

M P S

S

T

.6

.6

R M

K

.6

.6

M P S

S

T

.6

.6

R M

K

.6

.6

M P S

.6

.6

M P S

.6

.6

R M

K

.6

.6

R M

K

.6

.6

M P S

.6

.7

R M

K

.7

.7

M P S

.7

M P S

.8

.8

M P S

S

T

.8

.8

R M

K

.8

.8

.8

M P S

.8

.8

M P S

.8

M P S

.8

.8

R M

K

.8

.8

R M

K

.8

.9

R M

K

.9

.9

.9

M P S

R M

K

.9

.9

M P S

.9

M P S

.9

.9

M P S

.9

.9

.9

M P S

.0

.0

R M

K

.0

0 1010

.0

R M

K

.0

.0

M P S

.0

.0

R M

K

.0

.0

M P S

.0

.1

R M

K

.1

.1

M P S

S

T

.1

M P S

.1

.1

R M

K

.1

.2

R M

K

.2

M P S

.2

M P S

.2

M P S

S

T

.2

.2

.2

M P S

J P T M

P S

.2

.3

M P S

.3

.3

M P S

S

T

.3

.3

M P S

J P T M

P S

.3

M F T

.3

M P S

.4

M P S

.4

M P S

.4

M P S

.4

M P S

.4

M P S

.4

M P S

.4

M P S

.4

M P S

.5

M P S

.5

M P S

.5

.6

M P S

S

T

.6

.6

M P S

.6

.6

M P S

.6

M F T

.6

M P S

.7

.7

M P S

.7

M P S

.7

M P S

.7

M P S

.7

M P S

.8

.8

M P S

.8

.9

.9

M P S

.9

.9

M P S

.9

M P S

.9

.9

M F T

S

T

.9

M P S

.0

M P S

.0

.0

M P S

S

T

.0

.1

M P S

.1

M P S

.1

M P S

.1

.1

M P S

J P T M

P S

.1

M P S

.2

M P S

.2

M P S

.2

M P S

.3

M P S

.3

M P S

.4

M P S

.4

M P S

.4

M P S

.4

M P S

.6

.6

M P S

.6

.6

M P S

.7

M P S

.7

.7

M P S

.7

M P S

.7

M P S

.7

.7

M P S

.7

M P S

.7

M P S

.7

M P S

.8

.7

M P S

M P S

.8

.8

.8

M P S

.8

.8

M P S

M P S

.8

.8

.8

M P S

.8

.8

M P S

.8

M P S

.8

M P S

.8

.8

M P S

.8

M P S

.8

M P S

.8

M P S

.8

M P S

.9

.9

M P S

.9

.9

.9

M P S

M P S

2 1 .9

.9

.9

M P S

.9

.9

M P S

M P S

.9

.9

M P S

.9

M P S

.9

M P S

.9

M P S

.9

.9

M P S

.9

.9

M P S

M P S

.9

.9

.9

.9

M P S

S

T

.9

.9

M P S

.9

.9

M P S

.9

.9

M P S

.9

.9

M P S

.9

.9

M P S

.0

.0

M P S

.0

M P S

.0

.0

M P S

.0

M P S

.0

.0

M P S

.0

.0

M P S

.0

.0

.0

M P S

S

T

.0

M P S

.0

M P S

.0

M P S

.0

.0

M P S

.0

.0

M P S

.0

.0

M P S

.0

.1

M P S

.1

.1

M P S

.1

.2

M P S

.2

.2

M P S

.2

M P S

.2

M P S

S

T

.2

.3

M P S

S

T

.3

.3

M P S

J P T M

P S

.3

.4

M P S

.4

M P S

.4

.7

M P S

.7

.8

M P S

J P T M

P S

.8

.8

M P S

S

T

.8

.9

.9

M P S

.9

.0

M P S

.0

.0

M P S

.0

.1

M P S

.1

.1

M P S

.1

.1

M P S

S

T

.1

.1

M P S

.1

.1

M P S

S

T

.1

.1

.1

M P S

.1

.2

M P S

.2

.2

M P S

.3

.3

M P S

.3

M P S

S

T

.3

M P S

.3

M P S

.3

M P S

.4

.4

M P S

S

T S

T

.4

.6

M P S

S

T

.6

.8

.8

M P S

J P T M

P S

.8

.9

M P S

S

T

.9

.1

N R

M

.1

.1

M F T

.1

.4

N R

M

.4

.6

N R

M

.6

.9

N R

M

.9

1015 1015

.1

N R

M

.1

.5

M F T

.5

.6

M F T

.6

.7

N R

M

.7

.7

M F T

.7

.7

N R

M

.7

N R

M

S

T

.9

C M

P

IN

V E

R T .9

.9

.9

M F T

S

T

.9

.9

N R

M

.9

.0

N R

M

.0

.1

N R

M

.1

.1

N R

M

.1

N R

M

S

T

.2

C M

P

IN

V E

R T .2

.3

N R

M

.3

.3

N R

M

.3

IN

V E

R T .5

IN

C

M P

M P S

S

T

.5

.5

N R

M

.5

.7

N R

M

.7

.9

N R

M

.9

.0

M F T

.0

.0

N R

M

.0

.1

N R

M

.1

.5

N R

M

.5

.5

N R

M

.5

.5

N R

M

.5

N R

M

S

T

.6

IN

C

M P

IN

V E

R T .6

.7

N R

M

.7

.8

N R

M

.9

N R

M

S

T

.9

M P S

S

T

.0

.0

N R

M

.0

.0

N R

M

.0

.1

N R

M

.1

.1

N R

M

.1

.2

N R

M

.2

.2

N R

M

.2

.2

N R

M

S

T

.2

.4

M P S

.4

.4

N R

M

.4

.4

N R

M

.4

.4

M F T

.5

N R

M

S

T

.5

.6

N R

M

.6

.8

N R

M

.8

.8

N R

M

.8

N R

M

.8

.9

M F T

.9

M F T

S

T

.9

C M

P

IN

V E

R T .9

.9

M F T

.9

.1

N R

M

.1

.1

N R

M

.1

N R

M

S

T

.1

.1

N R

M

.1

.2

M F T

.2

N R

M

S

T

.3

.3

N R

M

.3

N R

M

S

T

.3

.4

N R

M

.4

.4

M P S

S

T

.4

.6

N R

M

.6

.6

N R

M

S

T J P T N

R M

.6

.7

N R

M

.7

.7

N R

M

.7

.7

N R

M

S

T J P T N

R M

.7

.7

N R

M

.7

.8

N R

M

.8

N R

M

S

T

.9

IN

C

M P

IN

V E

R T .9

10201020

10201020

10201020

10201020

.0

N R

M

.0

.0

N R

M

.0

.1

N R

M

.1

.1

N R

M

.1

.1

N R

M

.1

.2

N R

M

S

T

.2

.2

N R

M

.2

.2

N R

M

.2

N R

M

S

T

.3

.4

N R

M

.4

N R

M

.5

.6

N R

M

.6

N R

M

S

T

.6

.6

N R

M

.6

.7

N R

M

S

T

.7

.8

N R

M

.9

N R

M

.9

.9

N R

M

.9

.9

N R

M

.9

.9

N R

M

.9

.9

N R

M

.9

N R

M

.9

N R

M

S

T

.9

N R

M

.0

.0

N R

M

.0

.0

N R

M

.0

N R

M

.1 7+

N R

M

.1

.2

N R

M

.2

N R

M

.2

.3

N R

M

.3

N R

M

.3

N R

M

.3

N R

M

S

T

.4

.4

N R

M

.4

.4

N R

M

.4

.4

N R

M

.4

N R

M

.4

.4

N R

M

.4

.4

N R

M

.4

.5

N R

M

.5

.6

N R

M

.6

.6

.6

N R

M

N R

M

.6

.6

.6

N R

M

.6

N R

M

S

T

.7

.6

.6

N R

M

.7

.7

N R

M

.7

.8

N R

M

.8

.8

N R

M

.8

N R

M

.8

.8

M P S

.8

.9

N R

M

.9

N R

M

S

T

.9

N R

M

S

T

.0

N R

M

.1

.2

M P S

.2

N R

M

.2

.2

N R

M

.3

.3

M P S

S

T

.3

.5

M P S

.5

N R

M

.5

.6

M F T

S

T J P T M

F T

.6

.6

.6

N R

M

.6

.7

N R

M

.7

.7

N R

M

.7

.8

N R

M

.8

.8

N R

M

.8

.8

M F T

.8

.9

N R

M

.9

.9

M P S

.9

.2

N R

M

.2

M F T

S

T

.2

.6

M F T

S

T

.6

.7

N R

M

.7

1025 1025

102510251025

10251025

.2

N R

M

.2

M P S

S

T

.4

IN

C

M P

IN

V E

R T .4

.6

N R

M

.6

.2

N R

M

.2

.5

N R

M

.5

.1

N R

M

.1

.3

N R

M

.3

.4

N R

M

.4

.4

N R

M

.4

.7

N R

M

.7

.8

N R

M

.8

.0

N R

M

.0

.1

N R

M

S

T J P T N

R M

.1

.2

N R

M

.2

.2

N R

M

.2

.3

N R

M

.3

.7

N R

M

.7

N R

M

.7

.0

N R

M

.0

N R

M

J P T N

R M

.0

.3

N R

M

.3

1030 1030

1030 1030 1030

1030 1030

.1

M F T

.1

M P S

S

T

.8

M E

R L -4 S

T A

R T

M P S

.9

M E

R L -4 E

N D L -5 S

T A

R T

M P S

.2

N R

M

J P T N

R M

.4

N R

M

.6

M P S

.3

.4

N R

M

.4 3 1 .5

N R

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ROW

PROJECT

ROW

PROJECT

ROW

PROJECT

EASEMENT

TEMPORARY

CS101

050' 50'

SCALE: 1 INCH = 50 FEET

5/8" REBAR WITH CAP1043.7282731146.970542295.044IH 14-15-04

5/8" REBAR WITH CAP1033.5692730671.107543130.330IH 14-15-03

5/8" REBAR WITH CAP1038.9222730332.355543959.710IH 14-15-02

5/8" REBAR WITH CAP1034.5442730095.895544309.739IH 14-15-01

3" BRASS CAP IN CONCRETE1043.3742729548.258545797.668V-LOWPAP-4

DESCRIPTIONELEVATIONEASTINGNORTHING NAME

CONTROL DATA

E X

IS

T

IN

G S

IT

E C

O N

D

IT

IO

N S

E R

C S .D

G N

5) COMBINED GRID FACTOR IS: 0.99996234

4) CONTOUR INTERVAL IS 1 US SURVEY FOOT.

FIELD SURVEY DATE: APRIL 2014.

3) TOPOGRAPHY IS DERIVED FROM GPS/RTK SURVEY METHODS.

VERTICAL DATUM 1988 (NAVD 88). THEY ARE BASED ON CONTROL POINT V-LOWPAP-4.

2) ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH AMERICAN

NEBRASKA STATE PLANE (2600). THEY ARE BASED ON CONTROL POINT V-LOWPAP-4.

AMERICAN DATUM of 1983 (NAD 83) STATE PLANE COORDINATE SYSTEM FOR:

1) GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH

SURVEY NOTES

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B

P

IE

Z D

S L

B

P

IE

Z U

S L

B

+ 1 x

A

A

A

A

D

IA

C

M P

E X

IS

T

IN

G

X T E N

D

CG1.02

P +0

S P +5

S P 1+

S P 1+

S P

+0

S P

+5

S P

+6

S P

+6

R

+0

R

+5

R

1+

R

1+

R

+0

R

+5

R

+0

R

+5

R

+0

R

+1

R

+1

S P +0

S P +5

S P 1+

S P 1+

S P

+0

S P

+2

S P

+2 x x x x x x x

C

+5

C

1+

C

1+

C

+0

C

+5

C

+0

C

+5

C

+0

C

+5

C

+0

C

+5

C

+0

WALL 01

L SHEETPILE C

CL CHANNEL

CL CHANNEL

CL CHANNEL

PIPE SECTION

REMOVE AND REPLACE

1-48" DIA. RCP

STRUCTURE 194+50R

L DRAINAGE C C

1-24" DIA. CMP

STRUCTURE 196+00R

L EXISTING DRAINAGE

C

WALL 02

L SHEETPILE

WALL 03

L SHEETPILE C

C

RAMP

L ACCESS

C

RAMP

L ACCESS

3- RELIEF WELLS

INSTALL

1-18" DIA. CMP

195+45L

STRUCTURE

EXISTING DRAINAGE

ACCESS ROUTE

WAREHOUSE

FURNITURE MART

NEBRASKA

WAREHOUSE

FURNITURE MART

NEBRASKA

WAREHOUSE

FURNITURE MART

NEBRASKA

x x x x x x x x x x x x x x x x x x

SP3 0+00

SP3 0+50

SP3 1+00

SP3 1+50

SP3 2+00

SP3 2+20SP3 2+20

x

GUTTER

CURB AND

INSTALL 115'

HANDRAIL

INSTALL 240'

XX

X

X

X

X

X

XX

XX

X

X

X

X

X

XX

N 543 344.589

E 2 730 533.323 N 543 157.116

E 2 730 639.467

ROW

PROJECT

EASEMENT

TEMPORARY

ROW

PROJECT

ROW

PROJECT

ROW

PROJECT

N 543 396.081

E 2 730 502.847 N 543 247.157

E 2 730 580.959

CG303

CD102

CG101

CG303

CD102

CG101

CG302

CD102

CG101

CG302

CD102

CG101

CG302

CG102

CG101

CG303

CG102

CG101

CG302

CG102

CG101

CG302

CD102

CG101

CG303

CG102

CG101

CG303

CG102

CG101

CG303

CD102

CG101

CG303

CD102

CG101

CG301

CG102

CG101

CG301

CG102

CG101

CG301

CG102

CG101

CG301

CG102

CG101

CG301

CG102

CG101

CG301

CG102

CG101

CG301

CG102

CG101

CG301

CG102

CG101

CG101

020' 20'

SCALE: 1 INCH = 20 FEET

G E

N E

R A

L P

L A

N

E R

C G

.D

G N

D D

M /R

D L

H W

B /M

E B

D P

R /J J R

B N J /C

M

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

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D E

S C

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IP

T

IO

N

D

2 3

C

4 5

A

B

M A

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P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

O M

A H

A

N E

B R

A S

K A

A N

S I

D

L

IT

T L E P

A P

IL

L

IO

N C

R E

E K

C H

A N

N E

L I

M P

R O

V E

M E

N T S

O M

A H

A D

IS

T R

IC

T

O M

A H

A

N E

B R

A S

K A

D E

C

/1

/2

M R

P P

C -3

W F -1

-B -0

IN

C

M P

IN

V E

R T .9

10201020

1020 1025

M E

R L -5 E

N D

P

IE

Z U

S R

B

N F

M B

H -1

.720

.875

.9

7.05

.060

.2

P

IE

Z D

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B

1040 1040

"1

C

+1 .0

T r a n s it io n to

E l.

.0

1V o n

H

B e g in

S lo p e

P r o te c ti o n

CA

C

A

A

S P

+0

S P +2

S P +4

S P +6

S P +8

S P 1+

S P 1+

S P 1+

S P 1+

S P 1+

S P

+0

S P

+2

S P

+4

S P

+6 0S

P +2

.0

P C

S P

+2 1.

P T

S P

+0

S P

+2

S P

+4

S P

+6

S P

+8

S P

1+

S P

1+

S P

1+

S P

1+

S P

1+

S P

+0

S P

+2

S P

+2

.0

P C

S P

1+ .3

P T

R

+0

R

+2

R

+4

R

+6

R

+8

R

1+

R

1+

R

1+

R

1+

R

1+

R

+0

R

+2

R

+4

R

+6

R

+8

R

+5

.0

P C

R

+0 .8

P R

C

R

+4

.8

P T

A

A

C

C

A A

C

C

C

A

A

C

C

S P 1+ .8

P .I

S P

+6 .0

P .I

S P +0

.0

P .I

S P

1+ .3

P .I

S P

+0

.0

P .I

S P

+2 .0

P .I

R

+0

.0

P .I

R

1+ .5

P .I

R

+2

.3

P .I x x x

El. 1024.00

El. 1024.00 El. 1024.00

El. 1013.00

El. 1013.00

El. 1013.00 x x x x

C

1+

C

1+

C

1+

C

1+

C

+0

C

+2

C

+4

C

+6

C

+8

C

+0

C

+2

C

+4

C

+6

C

+8

C

+0

C

+2

C

1+ 1.

P C

C

+8

.8

P T

C

+3

1.

P .I

S P

+3 .0

E n d

S h e e tp il

W a ll

1WALL 01

L SHEETPILE C

CL CHANNEL

CL CHANNEL

C

WALL 02

L SHEETPILE

S P

+0 .0

E n d

S h e e tp il ll

WALL 03

L SHEETPILE C

C

+4

.0

E l.

.0

B e g in

S lo p e

P r o te c ti o n

E n d

T r a n s it io n

C

+1

T r a n s it io n

B e g in

1V o n l.

.0 n d

S lo p e

P r o te c ti o

C

+4

T ie

In to

E x is ti g r o u n d

E n d

S lo p e

P r o te c ti

RAMP

L ACCESS

x x x x x x x x x x x x x x x

SP3 0+40

SP3 0+60

SP3 0+80

SP3 1+00

SP3 1+20

SP3 1+40

SP3 1+60

SP3 1+80

SP3 2+00

SP3 2+20

SP3 2+20.00

P.I.-2 A x SP3 1+45.00

End Sheetpile

SP3 0+85.00

Begin Sheetpile

S P +0

.0

S h e e tp il e w a ll

B e in

P

+0

.0

S h e e tp il e w a ll

B e

GUTTER

CURB AND

INSTALL 115'

E l.

.0

E

,7

,5

.6

N

,4

.7

S h e e t

C G

F o r

D e ta il s

S

+6

.0

In s ta ll R e li f ll

E l.

.0

E

,7

,5

.8

N

,3

.3

S h e e t

C G

F o r

D e ta il s

S

1+ .0

In s ta ll R e li ll

E l.

.0

E

,7

,5

.4

N

,3

1.

S h e e t

C G

F o r

D e ta il s

S

+9

.0

In s ta ll R e li ll

HANDRAIL

INSTALL 240'

N 543,252.303

E 2,730,533.737

N 543,281.668

E 2,730,564.086

N 543,396.081

E 2,730,502.847

N 543 247.157

E 2 730 580.959

ROW

PROJECT

ROW

PROJECT

N 543 344.589

E 2 730 533.323

EASEMENT

TEMPORARY 4

CG303

CD102

CG101

CG302

CD102

CG101

CG301

CG102

CG101

CG102

010' 10'

SCALE: 1 INCH = 10 FEET

D E

T A

IL

P

L A

N

E R

C G

.D

G N

H W

B /M

E B

D P

R

B N J

:1

D D

M /R

D L /M

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

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S

IZ

E

S U

B M

IT

T E

D B

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P L

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C A

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P L

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A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

O M

A H

A

N E

B R

A S

K A

A N

S I

D

L

IT

T L E P

A P

IL

L

IO

N C

R E

E K

C H

A N

N E

L I

M P

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V E

M E

N T S

O M

A H

A D

IS

T R

IC

T

O M

A H

A

N E

B R

A S

K A

D E

C

/1

/2

M R

P P

C -3

W F -1

-B -0

IN

CMP

INVERT=

.93

" x

A A

D S

+0

D S

+1

D S

+2

D S

+3

D S

+4

D S

+5

D S

+6

D S

+7

D S

+8

D S

+9

D S

1+

D S

1+

D S

1+

D S

1+

D S

1+

D S

1+

D S

1+

D S

1+

D S

+0

.0

P .I

D S

1+ .1

P .I

D S

+6

.9

E x is ti n g

D ia . C

M P

C h a n g e in

S lo p e

T o g e th e r

P r o p e r ly

(C u t

P ip e s to

J n c r e te

C o ll

In s ta ll E lb o w

T g e th e r

P r o p e r ly

(C u t

P ip e s to

J n c r e te

C o ll

In s ta ll E lb o w

+8

.5

R e m o v e

C o n c r e te

C o ll a r

E x is ti n g

D ia . C

M P

C h a n g e in

S lo p e

D S

+3

.8

A s

R e q u ir e d

E x is ti n g

P il e

B e n t

Sheet CG708

For Details See

Bents

Install New Pile

Install New 48" Dia. RCP Class V

54" Dia. CMP

Remove Existing to Remain

Existing 48" Dia. RCP

48" Dia. RCP

Remove Existing

10401040

10401040

DS 0+00DS 0+00 DS 0+05 DS 0+10 DS 0+15 DS 0+20 DS 0+25 DS 0+30 DS 0+35 DS 0+40 DS 0+45 DS 0+50 DS 0+55 DS 0+60 DS 0+65 DS 0+70 DS 0+75 DS 0+80 DS 0+85 DS 0+90 DS 0+95 DS 1+00 DS 1+05 DS 1+10 DS 1+15 DS 1+20 DS 1+25 DS 1+30 DS 1+35 DS 1+40 DS 1+45 DS 1+50 DS 1+55

E L

E V

A T I

O N

F E

E T

E L

E V

A T I

O N

F E

E T

STATION (FEET)

El. 1015.93

DS 0+35.93

El. 1016.13

DS 0+60.93

El. 1027.93

DS 0+84.53

El. 1028.26

DS 1+50.00

E l.

.9

D S

+3

.9

3 E l.

.9

D S

+3

.8

Slope= 0.00792

Sl op e=

0.5

Slope= 0.00500

15°

4.00 ' Mi n.

Channel

L

C h a n n e l

C e n te r li n e

D S

+1 .0

C

C

Access Ramp

L

Excavation

Existing 48" Dia. RCP

Remove Approx. 25'-0"

Ex ist ing

8" Di a.

CMP

Re mov e Ap pr ox . 2

6'- 5"

Ground

Existing

Ground

Existing

15°

Class V

New 48" Dia. RCP

Install Approx. 31.00'

Grade

Final

Together Properly)

(Cut Pipes to Join

Concrete Collar

Install Elbow or

Together Properly)

(Cut Pipes to Join

Concrete Collar

Install Elbow or

DRAINAGE STRUCTURE 194+50 - PROFILE

New

" Di

a. R

CP

Clas s V

Inst all A ppr

ox. 4

4'-8

25'-00" 48" Dia. CMP

Existing Approx.

Grade

Final

Existing Pile Bent

For Details See Sheet CG708

Install New Pipe Bents

XR-

XR-

CG121

NOTES:

SCALE: 1 INCH = 6 FEET

6'6'

D R

A

IN

A G

E S

T R

U C

T U

R E

R

P L

A N A

N D P

R O

F

IL

E

E R

C G

.D

G N

H W

B /M

E B

SCALE: 1 INCH = 6 FEET

6'6'

M E

B /J

2. SEE SPECIFICATION SECTION 32 92 20 FOR GRASS SURFACING REQUIREMENTS.

REQUIREMENTS.

1. SEE SPECIFICATION SECTION 32 15 00 FOR GRAVEL SURFACING,

"CLEARING AND GRUBBING" AND 31 11 00 "LEVEE EMBANKMENT AND EARTHWORK".

BROUGHT UP TO THE REQUIRED GRADE ACCORDING TO SPECIFICATION SECTIONS 35 41 00

TREES/SHRUBS AND UNSUITABLE MATERIALS SHALL BE REMOVED AND THE SUBGRADE

OF UNIFORM DENSITY THROUGHOUT THE ENTIRE LENGTH OF THE STRUCTURE. ROCKS,

7. THE BEDDING SURFACE FOR THE CULVERTS SHALL PROVIDE A FIRM FOUNDATION

31 11 00 "LEVEE EMBANKMENT AND EARTHWORK".

6. EXCAVATION AND BACKFILLING SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION

PRIOR TO FABRICATION.

IN THE DESIGN OF PRECAST CONCRETE MEMEBERS AND SUBMITTED FOR APPROVAL

SECTIONS SHALL BE MADE BY A REGISTERED PROFESSIONAL ENGINEER EXPERIENCED

DESIGN CALCULATIONS AND DRAWINGS (INCLUDING CONNECTIONS) OF CULVERT

SECTIONS. DRAWINGS SHALL NOT BE REPRODUCTIONS OF CONTRACT DRAWINGS.

FOR THE FABRICATION, HANDLING AND ERECTION OF THE PRECAST CULVERT

5. SUBMIT DRAWINGS AND DESIGN CALCULATIONS INDICATING COMPLETE INFORMATION

AND OTHER APPLICABLE LOADS.

EARTH LOADS AND APPLICABLE CONSTRUCTION LOADS SUCH AS HANDLING, ERECTION LOADS

LIVE LOAD. IN ADDITION, LOADINGS SHALL INCLUDE ALL DEAD LOAD, LIVE LOAD, APPLICABLE

4. PRECAST REINFORCED CONCRETE PIPE SHALL BE DESIGNED TO WITHSTAND AN HS-20

MAXIMUM WATER-CEMENT RATIO OF 0.45 AND MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI.

3. PRECAST REINFORCED CONCRETE PIPE SHALL BE DESIGNED FOR SEVERE EXPOSURE WITH A

SHALL BE IN ACCORDANCE WITH ASTM C 443.

SHALL BE THE CONFINED "O" RING TYPE. PERFORMANCE REQUIREMENTS FOR PIPE JOINTS

PIPE JOINTS AND RUBBER GASKETS SHALL CONFORM TO ASTM C 361. THE RUBBER GASKETS

SECTION 35 41 00.24 24 "DRAINAGE STRUCTURES FOR LEVEES", ASTM C 76 AND AASHTO M 170.

2. DESIGN PRECAST REINFORCED CONCRETE PIPE IN ACCORDANCE WITH SPECIFICATION

SPECIALIZING IN THE PRODUCTION OF PRECAST CONCRETE.

1. PRECAST REINFORCED CONCRETE PIPE SHALL BE THE PRODUCT OF A MANUFACTURER

PRECAST REINFORCED CONCRETE CULVERT NOTES:

"CLEARING AND GRUBBING" AND 31 11 00 "LEVEE EMBANKMENT AND EARTHWORK".

BROUGHT UP TO THE REQUIRED GRADE ACCORDING TO SPECIFICATION SECTIONS 35 41 00

TREES/SHRUBS AND UNSUITABLE MATERIALS SHALL BE REMOVED AND THE SUBGRADE

OF UNIFORM DENSITY THROUGHOUT THE ENTIRE LENGTH OF THE STRUCTURE. ROCKS,

7. THE BEDDING SURFACE FOR THE CULVERTS SHALL PROVIDE A FIRM FOUNDATION

31 11 00 "LEVEE EMBANKMENT AND EARTHWORK".

6. EXCAVATION AND BACKFILLING SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION

PRIOR TO FABRICATION.

IN THE DESIGN OF PRECAST CONCRETE MEMEBERS AND SUBMITTED FOR APPROVAL

SECTIONS SHALL BE MADE BY A REGISTERED PROFESSIONAL ENGINEER EXPERIENCED

DESIGN CALCULATIONS AND DRAWINGS (INCLUDING CONNECTIONS) OF CULVERT

SECTIONS. DRAWINGS SHALL NOT BE REPRODUCTIONS OF CONTRACT DRAWINGS.

FOR THE FABRICATION, HANDLING AND ERECTION OF THE PRECAST CULVERT

5. SUBMIT DRAWINGS AND DESIGN CALCULATIONS INDICATING COMPLETE INFORMATION

AND OTHER APPLICABLE LOADS.

EARTH LOADS AND APPLICABLE CONSTRUCTION LOADS SUCH AS HANDLING, ERECTION LOADS

LIVE LOAD. IN ADDITION, LOADINGS SHALL INCLUDE ALL DEAD LOAD, LIVE LOAD, APPLICABLE

4. PRECAST REINFORCED CONCRETE PIPE SHALL BE DESIGNED TO WITHSTAND AN HS-20

MAXIMUM WATER-CEMENT RATIO OF 0.45 AND MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI.

3. PRECAST REINFORCED CONCRETE PIPE SHALL BE DESIGNED FOR SEVERE EXPOSURE WITH A

SHALL BE IN ACCORDANCE WITH ASTM C 443.

SHALL BE THE CONFINED "O" RING TYPE. PERFORMANCE REQUIREMENTS FOR PIPE JOINTS

PIPE JOINTS AND RUBBER GASKETS SHALL CONFORM TO ASTM C 361. THE RUBBER GASKETS

SECTION 35 41 00.24 24 "DRAINAGE STRUCTURES FOR LEVEES", ASTM C 76 AND AASHTO M 170.

2. DESIGN PRECAST REINFORCED CONCRETE PIPE IN ACCORDANCE WITH SPECIFICATION

SPECIALIZING IN THE PRODUCTION OF PRECAST CONCRETE.

1. PRECAST REINFORCED CONCRETE PIPE SHALL BE THE PRODUCT OF A MANUFACTURER

PRECAST REINFORCED CONCRETE CULVERT NOTES:

B N J /W

R B

D P

R /R

J T

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

O M

A H

A

N E

B R

A S

K A

A N

S I

D

L

IT

T L E P

A P

IL

L

IO

N C

R E

E K

C H

A N

N E

L I

M P

R O

V E

M E

N T S

O M

A H

A D

IS

T R

IC

T

O M

A H

A

N E

B R

A S

K A

D E

C

/1

/2

M R

P P

C -3

W F -1

-B -0

MPS

.89

MPS

.40

MPS

.46

MPS

.47

MPS

7 2 S

T

.52

MPS

.52

MPS

5 1

.58

MPS

.63

MPS

7 S

T

.64

MPS

7 S

T

.64

MPS

5 1

.65

MPS

5 1

.69

MPS

5 1

.77

MPS

5 1

S

T

.81

MPS

7 2

.83

MPS

5 1

.91

MPS

.00

MPS

7 S

T

.11

MPS

7 S

T

.34

MPS

7 S

T

.61

MPS

7 S

T

.09

MPS

7 J

PT M

PS

.17

MPS

.68

MPS

.01

MPS

.16

.97

NRM11

6 S

T

.90

" C

M P

IN

VERT

.9

NRM11

.09

NRM11

.37

NRM11

7 S

T

.94

NRM11

.03

NRM11

9 S

T

.30

NRM11

9 S

T

.37

NRM11

.92

NRM11

.92

NRM11

.18

NRM11

.47

MPS

.27

NRM10

.43

NRM10

.52

NRM10

.52

NRM10

7 S

T

.59

NRM10

.70

NRM10

.83

NRM10

.92

NRM10

.03

NRM10

.19

NRM10

5 S

T

.20

NRM10

.22

NRM10

.26

NRM10

.55

.82

NRM10

.83

NRM10

.50

.44

A

D S

+0

D S

+1

D S

+2

D S

+3

D S

+4

D S

+5

D S

+6

D S

+7

D S

+8

D S

+9

D S

1+

D S

1+

A

D S

+0

.0

P .I 1 D S

1+ .0

P .I

10401040

10401040

DS 0+00DS 0+00 DS 0+05 DS 0+10 DS 0+15 DS 0+20 DS 0+25 DS 0+30 DS 0+35 DS 0+40 DS 0+45 DS 0+50 DS 0+55 DS 0+60 DS 0+65 DS 0+70 DS 0+75 DS 0+80 DS 0+85 DS 0+90 DS 0+95 DS 1+00 DS 1+05 DS 1+10

E L

E V

A T I

O N

F E

E T

E L

E V

A T I

O N

F E

E T

STATION (FEET)

El. 1015.90

DS 0+40.96

El. 1016.20

DS 0+59.96

El. 1027.90

DS 0+83.36

El. 1028.90

DS 0+98.04

Channel

LC

C h a n n e l

C e n te r li n e

D S

+1 .0

24" Dia, RCP

L Existing C

E l.

.1

D S

+1 .0

Slope= 0.01579

Sl op e=

0.5

Slope= 0.0681

Ground

Existing

Ground

Existing

EXISTING DRAINAGE STRUCTURE 196+00 - PROFILE

O u tl e t In v

E l.

.9

R

IM

L . 1 .0

A r e a

In le t

E s is ti n g

.0

'x

.0

D S

1+ .0

Existing Pile Bent

NOTES:

SCALE: 1 INCH = 5 FEET

5'5'

CG122

E X

IS

T

IN

G D

R A

IN

A G

E S

T R

U C

T U

R E

R

P L

A N A

N D P

R O

F

IL

E

E R

C G

.D

G N

H W

B /M

E B

SCALE: 1 INCH = 5 FEET

5'5'

D P

R

B N J

2. SEE SPECIFICATION SECTION 32 92 20 FOR GRASS SURFACING REQUIREMENTS.

REQUIREMENTS.

1. SEE SPECIFICATION SECTION 32 15 00 FOR GRAVEL SURFACING,

M E

B

P R

O J E

IG

F

A

Y

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

O M

A H

A

N E

B R

A S

K A

A N

S I

D

L

IT

T L E P

A P

IL

L

IO

N C

R E

E K

C H

A N

N E

L I

M P

R O

V E

M E

N T S

O M

A H

A D

IS

T R

IC

T

O M

A H

A

N E

B R

A S

K A

D E

C

/1

/2

M R

P P

C -3

W F -1

-B -0

1 1

STATION (FEET)

EXISTING CHANNEL BOTTOM

PAPIO CREEK CHANNEL BOTTOM PROFILE

FLOW

EL. 1013.0

EL. 993.0

010' 10'

SCALE: 1 INCH = 10 FEET

SEE PROFILE ON SHEET CG212.

INSTALL SHEET PILE WEIR. (WALL 03)

TO ELEV. 1013.0

3' THICK RIPRAP LAYER

TO ELEV. 1009.0

BEDDING LAYER

1' THICK (MIN.)

T R

A N

S

IT

IO

N E

N D

V O

N

H

S T

A

T R

A N

S

IT

IO

N B

E G

IN

V O

N

H

S H

E E

T P

IL

E W

A L L

S

T A

TO ELEV. 1010.0

SPALLS LAYER

1' THICK

C 191+20 C 191+30 C 191+40 C 191+50 C 191+60 C 191+70 C 191+80 C 191+90 C 192+00 C 192+10 C 192+20 C 192+30 C 192+40 C 192+50 C 192+60 C 192+70 C 192+80 C 192+90 C 193+00 C 193+10 C 193+20 C 193+30 C 193+40 C 193+50

STATION (FEET)

Slope =-0.00200

TO ELEV. 1007.5

PROTECTION

AND STONE

SEDIMENT

EXCAVATE

Riprap Thickness

2.00' Existing

Granular FIll Thickness

1.00' Existing Select

Stone Protection

3.00'-4.00' Existing Dumped Granular FIll Thickness

1.00' Existing Select

TO ELEV. 1007.5

AND STONE PROTECTION

EXCAVATE SEDIMENT

Dumped Stone Protection

3.00'-4.00' Existing

STONE PROTECTION IN CHANNEL BOTTOM

LIMITS OF NEW GRADED FILTER

PROFILE

CHANNEL

PROFILE

CHANNEL

PROFILE

CHANNEL

FLOW

10401040

C 193+50 C 193+60 C 193+70 C 193+80 C 193+90 C 194+00 C 194+10 C 194+20 C 194+30 C 194+40 C 194+50 C 194+60 C 194+70 C 194+80 C 194+90 C 195+00 C 195+10 C 195+20 C 195+30 C 195+40 C 195+50 C 195+60 C 195+70 C 195+80 C 195+90 C 196+00

E L

E V

A T I

O N

F E

E T

Riprap Thickness

2.00' Existing

Layer Thickness

3.00' Salvaged Riprap

Layer Thickness

1.00' New Spalls

Layer Thickness

1.00' New Bedding

Dumped Stone Protection

3.00'-4.00' Existing

PROFILE

CHANNEL

STATION (FEET)

PAPIO CREEK CHANNEL BOTTOM PROFILE, CONT'D

010' 10'

SCALE: 1 INCH = 10 FEET

STATION (FEET)

CG201

C H

A N

N E

L B

O T

T O

M P

R O

F

IL

E

E R

C G

.D

G N

H W

B /M

E B

D D

M /R

D L

10401040

10401040

E L

E V

A T I

O N

F E

E T

E L

E V

A T I

O N

F E

E T

10401040

E L

E V

A T I

O N

F E

E T

E L

E V

A T I

O N

F E

E T

B N J /C

M

D P

R /J J R

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

O M

A H

A

N E

B R

A S

K A

A N

S I

D

L

IT

T L E P

A P

IL

L

IO

N C

R E

E K

C H

A N

N E

L I

M P

R O

V E

M E

N T S

O M

A H

A D

IS

T R

IC

T

O M

A H

A

N E

B R

A S

K A

D E

C

/1

/2

M R

P P

C -3

W F -1

-B -0

10401040

10401040

SP1 0+00SP1 0+00 SP1 0+10 SP1 0+20 SP1 0+30 SP1 0+40 SP1 0+50 SP1 0+60 SP1 0+70 SP1 0+80 SP1 0+90 SP1 1+00 SP1 1+10 SP1 1+20 SP1 1+30 SP1 1+40 SP1 1+50 SP1 1+60 SP1 1+70 SP1 1+80 SP1 1+90 SP1 2+00 SP1 2+10 SP1 2+20

E L

E V

A T I

O N

F E

E T

E L

E V

A T I

O N

F E

E T

STATION (FEET)

10501050

10501050

SP1 0+00SP1 0+00 SP1 0+10 SP1 0+20 SP1 0+30 SP1 0+40 SP1 0+50 SP1 0+60 SP1 0+70 SP1 0+80 SP1 0+90 SP1 1+00 SP1 1+10 SP1 1+20 SP1 1+30 SP1 1+40 SP1 1+50 SP1 1+60 SP1 1+70 SP1 1+80 SP1 1+90 SP1 2+00 SP1 2+10 SP1 2+20 SP1 2+30

E L

E V

A T I

O N

F E

E T

E L

E V

A T I

O N

F E

E T

STATION (FEET)

Slope =0.00000

Slope =0.00000

El. 988.00

El. 1024.0

El. 999.50

El. 1035.50

SP1 0+05.00

Begin Sheetpile Wall 01

El. 1035.50

SP1 2+35.00

End Sheetpile Wall 01

El. 1024.00

SP2 0+05.00

Begin Sheetpile Wall 02 El. 1024.00

SP2 2+00.00

End Sheetpile Wall 02

El. 1035.50

SHEETPILE 02 PROFILE

SHEETPILE 01 PROFILE

Surface 2014

Existing Ground Surface 2014

Existing Ground

Surface 2014

Existing Ground Surface 2014

Existing Ground

Grade

Ramp

Access

230.00'

195.00'

Grading Riverward

Access Ramp

010' 10'

SCALE: 1 INCH = 10 FEET

010' 10'

SCALE: 1 INCH = 10 FEET

SP1 2+35

See Sheet CG705

For Details

Pile Cap

See Sheet CG705

For Details

Pile Cap

Landward

Grading

Access Ramp

1.00' New Bedding Layer Thickness

1.00' New Spalls Layer Thickness

3.00' New Riprap Layer THickness

0.75' New Bedding Layer Thickness

0.75' New Spalls Layer Thickness

2.00' New Riprap Layer Thickness

0.75' New Bedding Layer Thickness

0.75' New Spalls Layer Thickness 2.00' New Riprap Layer Thickness

Riverward of Sheetpile

Channel Grading

Landward

Grading

Access Ramp

CG211

S H

E E

T O

F

E R

C G

.D

G N

H W

B /M

E B

S H

E E

T P

IL

E P

R O

F

IL

E S

TO ASTM A572 GRADE 50.

2. SHEET PILE SHALL BE STEEL SECTIONS CONFORMING

Z, AND w IS THE WIDTH OF THE SECTION.

THE WEB PORTION OF THE Z, h IS THE HEIGHT OF THE

IS THE THICKNESS OF

w h/w, WHERE t W

= t V

EQUATION: A

*CALCULATE SHEAR AREA BY USING THE FOLLOWING

D. ELASTIC SECTION MODULUS, S = 17.1 IN^3/FT

= 0.4 IN^2/FT*

V

C. SHEAR AREA, A

B. MODULUS OF ELASTICITY, E = 29,000,000 PSI

A. MOMENT OF INERTIA, I = 400 IN^4/FT

THE FOLLOWING MINIMUM SECTION PROPERTIES:

1. SHEET PILE SHALL BE A Z-SHAPED SECTION AND HAVE

SHEET PILE GENERAL NOTES:

B N J /W

R B

D P

R /R

J T

J E

O /D

D M /R

D L /M

E B

:1

APPROVAL TO THE CONTRACTING OFFICER.

SHALL MEET SSPC 38. SUBMIT PAINT SYSTEMS FOR

SECOND COAT SHALL MEET SSPC 41. THE FINAL COAT

8. FIRST COAT SHALL MEET SSPC 40 TYPE II. THE

IS APPLIED.

THE REPAIRED AREAS BEFORE A SUBSEQUENT COAT

SHALL BE FEATHERED AND THE COAT REAPPLIED TO

SCREENING. THE EDGES OF THE REPAIRED AREAS

INDIVIDUAL COAT SHALL BE REMOVED BY SANDING OR

7. AREAS OF BUBBLING NOTED UPON CURING OF ANY

TIME BETWEEN COATS SHALL BE MET.

RECOMMENDATIONS FOR MINIMUM AND MAXIMUM DRY

SHALL NOT BE APPLIED. THE MANUFACTURER'S

MATERIALS THAT HAVE THICKENED APPRECIABLY

MANUFACTURER'S POT LIFE SHALL NOT BE APPLIED.

6. COATING MATERIAL THAT HAS EXCEEDED THE

DIRECTIONS.

ACCORDANCE WITH THE MANUFACTURER'S WRITTEN

5. COATINGS SHALL BE MIXED AND THINNED IN

THAT RECOMMENDED BY THE MANUFACTURER.

4. DRY FILM THICKNESSES PER COAT SHALL BE

THICKNESSES ARE ACHIEVED.

PERMITTED PROVIDED THE SPECIFIED FILM

LIMITED USE OF BRUSH AND ROLLER APPLICATION IS

WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS.

3. APPLICATION SHALL BE SPRAY IN ACCORDANCE

SSPC STANDARDS.

PASSED ALL REQUIREMENTS OF THE APPLICABLE

FROM THE SAME COATING MANUFACTURER AND HAVE

2. ALL PAINT MATERIALS SHALL BE PROCURED

BLAST CLEANING.

CLEANING TO REMOVE BURS AND THEN COMMERCIAL

HAND TOOL CLEANING FOLLOWED BY POWER TOOL

1. CLEAN SHEET PILE PRIOR TO PAINTING WITH

SHEET PILE COATING NOTES:

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

O M

A H

A

N E

B R

A S

K A

A N

S I

D

L

IT

T L E P

A P

IL

L

IO

N C

R E

E K

C H

A N

N E

L I

M P

R O

V E

M E

N T S

O M

A H

A D

IS

T R

IC

T

O M

A H

A

N E

B R

A S

K A

D E

C

/1

/2

M R

P P

C -3

W F -1

-B -0

S P

1+ .7

S P

1+ .8

S P

1+ .9

El. 1013.00

El. 993.00

SHEETPILE 03 PROFILE

Surface 2014

Existing Ground

Surface 2014

Existing Ground

60.00'

C

Excavation

C

C

Wall 02 Sheet Pile

L

Wall 01 Sheet Pile

L

010' 10'

SCALE: 1 INCH = 10 FEET

10501050

10501050

SP3 0+00SP3 0+00 SP3 0+10 SP3 0+20 SP3 0+30 SP3 0+40 SP3 0+50 SP3 0+60 SP3 0+70 SP3 0+80 SP3 0+90 SP3 1+00 SP3 1+10 SP3 1+20 SP3 1+30 SP3 1+40 SP3 1+50 SP3 1+60 SP3 1+70 SP3 1+80 SP3 1+90 SP3 2+00 SP3 2+10 SP3 2+20

E L

E V

A T I

O N

F E

E T

E L

E V

A T I

O N

F E

E T

STATION (FEET)

Slope =0.00000

El. 1013.00

SP3 0+85.00

El. 1013.00

SP3 1+45.00

Channel L

C

Ramp Access

L

See Sheet CG705

For Details

Pile Cap

See Sheet CG705

For Details

Pile Cap

CG212

S H

E E

T P

IL

E P

R O

F

IL

E

S H

E E

T O

F

E R

C G

.D

G N

H W

B /M

E B

TO ASTM A572 GRADE 50.

2. SHEET PILE SHALL BE STEEL SECTIONS CONFORMING

Z, AND w IS THE WIDTH OF THE SECTION.

THE WEB PORTION OF THE Z, h IS THE HEIGHT OF THE

IS THE THICKNESS OF

w h/w, WHERE t W

= t V

EQUATION: A

*CALCULATE SHEAR AREA BY USING THE FOLLOWING

D. ELASTIC SECTION MODULUS, S = 17.1 IN^3/FT

= 0.4 IN^2/FT*

V

C. SHEAR AREA, A

B. MODULUS OF ELASTICITY, E = 29,000,000 PSI

A. MOMENT OF INERTIA, I = 400 IN^4/FT

THE FOLLOWING MINIMUM SECTION PROPERTIES:

1. SHEET PILE SHALL BE A Z-SHAPED SECTION AND HAVE

SHEET PILE GENERAL NOTES:

B N J /W

R B

D P

R /R

J T

J E

O /D

D M /R

D L

:1

APPROVAL TO THE CONTRACTING OFFICER.

SHALL MEET SSPC 38. SUBMIT PAINT SYSTEMS FOR

SECOND COAT SHALL MEET SSPC 41. THE FINAL COAT

8. FIRST COAT SHALL MEET SSPC 40 TYPE II. THE

IS APPLIED.

THE REPAIRED AREAS BEFORE A SUBSEQUENT COAT

SHALL BE FEATHERED AND THE COAT REAPPLIED TO

SCREENING. THE EDGES OF THE REPAIRED AREAS

INDIVIDUAL COAT SHALL BE REMOVED BY SANDING OR

7. AREAS OF BUBBLING NOTED UPON CURING OF ANY

TIME BETWEEN COATS SHALL BE MET.

RECOMMENDATIONS FOR MINIMUM AND MAXIMUM DRY

SHALL NOT BE APPLIED. THE MANUFACTURER'S

MATERIALS THAT HAVE THICKENED APPRECIABLY

MANUFACTURER'S POT LIFE SHALL NOT BE APPLIED.

6. COATING MATERIAL THAT HAS EXCEEDED THE

DIRECTIONS.

ACCORDANCE WITH THE MANUFACTURER'S WRITTEN

5. COATINGS SHALL BE MIXED AND THINNED IN

THAT RECOMMENDED BY THE MANUFACTURER.

4. DRY FILM THICKNESSES PER COAT SHALL BE

THICKNESSES ARE ACHIEVED.

PERMITTED PROVIDED THE SPECIFIED FILM

LIMITED USE OF BRUSH AND ROLLER APPLICATION IS

WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS.

3. APPLICATION SHALL BE SPRAY IN ACCORDANCE

SSPC STANDARDS.

PASSED ALL REQUIREMENTS OF THE APPLICABLE

FROM THE SAME COATING MANUFACTURER AND HAVE

2. ALL PAINT MATERIALS SHALL BE PROCURED

BLAST CLEANING.

CLEANING TO REMOVE BURS AND THEN COMMERCIAL

HAND TOOL CLEANING FOLLOWED BY POWER TOOL

1. CLEAN SHEET PILE PRIOR TO PAINTING WITH

SHEET PILE COATING NOTES:

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

O M

A H

A

N E

B R

A S

K A

A N

S I

D

L

IT

T L E P

A P

IL

L

IO

N C

R E

E K

C H

A N

N E

L I

M P

R O

V E

M E

N T S

O M

A H

A D

IS

T R

IC

T

O M

A H

A

N E

B R

A S

K A

D E

C

/1

/2

M R

P P

C -3

W F -1

-B -0

10401040

R 0+00R 0+00 R 0+10 R 0+20 R 0+30 R 0+40 R 0+50 R 0+60 R 0+70 R 0+80 R 0+90 R 1+00 R 1+10 R 1+20 R 1+30 R 1+40 R 1+50 R 1+60 R 1+70 R 1+80 R 1+90 R 2+00 R 2+10 R 2+20 R 2+30 R 2+40 R 2+50 R 2+60

E L

E V

A T I

O N

F E

E T

STATION (FEET)

Slope =0.00000 Slope =0.00000

El. 1024.00

R 1+00.00

E l.

.0

P V

+1 .5

El. 1024.00

R 2+32.50

E l.

.0

P

+5 .5

El. 1024.00

R 0+00.00

40.00'

20.00'

ACCESS RAMP PROFILE

Surface 2014

Existing Ground Surface 2014

Existing Ground

Sheetpile Wall 02 Sheetpile Wall 01

PROFILE

ACCESS RAMP

Sheetpile Wall 01

El. 999.50 Bottom

Sheetpile Wall 02

El. 988.00 Bottom

Sheetpile Wall 02

El. 1024.00 Top

Sheetpile Wall 01

El. 1035.50 Top x

0.75' New Spalls Layer Thickness

2.00' New Riprap Layer THickness

0.75' New Bedding Layer Thickness 1.00' New Bedding Layer Thickness

1.00' New Spalls Layer Thickness

3.00' New Riprap Layer THickness

T h ic k n e s s

S u r f a c g in

G r a v e l

P r o te c ti o n

V io d s o f

S to u r f a c in d a v e l

R

+3 .5

P r o te c ti o n

V io d s o f

S to u r f a c in a v e l

R

+3

.0

10401040

R 2+60 R 2+70 R 2+80 R 2+90 R 3+00 R 3+10 R 3+20 R 3+30 R 3+40 R 3+50 R 3+60 R 3+70 R 3+80 R 3+90 R 4+00 R 4+10 R 4+20

E L

E V

A T I

O N

F E

E T

Slope =0.

10000

Slope =0.00000

E l.

1.

P

+1 .0

El. 1033.75

R 3+30.00

E l.

.7

P

+5 .0

40.00'

20.00'

E l.

.1

R

+7 .0

S tr u c tu r e

+5

D r a in a

Surface 2014

Existing Ground

PROFILE

ACCESS RAMP

STATION (FEET)

ACCESS RAMP PROFILE, CONT'D

Sheet CG121

See Plan and Profile

Remove Existing 48" Dia, RCP

Sheet CG121

See Plan and Profile

48" Dia. RCP Class V

Install New

PROFILE

ACCESS RAMP

R

+0

.0

S u r f a c in g

T h ic k n e s s

E n d

G r a v e l

CG221

10401040

E L

E V

A T I

O N

F E

E T

10401040

E L

E V

A T I

O N

F E

E T

M A

T C

H L I N

E

S

I

E E

T

M A

T C

H L I N

E

S

I

E E

T

R A

M P P

R O

F

IL

E

E R

C G

.D

G N

H W

B /M

E B

D P

R

B N J

010' 10'

SCALE: 1 INCH = 10 FEET

010' 10'

SCALE: 1 INCH = 10 FEET

M E

B /D

D M /R

D L

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

O M

A H

A

N E

B R

A S

K A

A N

S I

D

L

IT

T L E P

A P

IL

L

IO

N C

R E

E K

C H

A N

N E

L I

M P

R O

V E

M E

N T S

O M

A H

A D

IS

T R

IC

T

O M

A H

A

N E

B R

A S

K A

D E

C

/1

/2

M R

P P

C -3

W F -1

-B -0

E L

E V

A T I

O N

F E

E T

0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100-110-120

C 191+85.00

E L

E V

A T I

O N

F E

E T

E L

E V

A T I

O N

F E

E T

0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100-110-120

C 191+30.00

E L

E V

A T I

O N

F E

E T

CG301

CG102

CG101

SECTION

TYPICAL CHANNEL SECTION FROM STA. 191+30 TO 191+80

CG301

CG102

CG101

SECTION

TYPICAL CHANNEL SECTION FROM STA. 191+80 TO 192+40

SEDIMENT

EXCAVATE

SEE PROFILES ON SHEETS CG211 AND CG212.

INSTALL SHEET PILE WALL.

AND CG212.

SHEETS CG211

PROFILES ON

PILE WALL. SEE

INSTALL SHEET

ELEV. 999.5

ELEV. 1037.0

ELEV. 1035.5

CG706.

DETAILS ON SHEET

INSTALL HANDRAIL. SEE

33'Varies

EXISTING RIPRAP

REMOVE

REMOVE EXISTING RIPRAP

ELEV. 988.0

12" Select Granular Material

18" Riprap Layer 18" Riprap Layer

12" Select Granular Material

2.5'

Backfill With Soil

Excavate and

See Channel Profile

Elevation Varies

Elevation Varies

7.5'

40.6'

.0

.0

34.5'

.0'38.0'

Existing 1' Select Granular Material

Non-Woven Geotextile

Existing Double Layer of 16 Ounce

Channel Centerline is 1.5 Feet.

Flow Line. Maximum Depression at

Section to Match Existing Stream

Existing V-Notch in Buttress Layer

Channel Bottom

4' Dumped Riprap

Existing

Existing 1' Select Granular Material

Existing 6" Select Granular Material

Existing 12" Select Granular Material

Existing 18" Riprap Layer

Existing 18" Riprap Layer

Existing 12" Select Granular Material

18" Riprap Layer

Existing Top of

Geotextile

16 Ounce Non-Woven

Single Layer of

Existing

Channel Bottom

Approx. Design

Granular Material

Existing 18" Select

Non-Woven Geotextile

Layer of 16 Ounce

Existing SingleNon-Woven Geotextile

Existing Single Layer of 16 Ounce

CG301

E R

C G

.D

G N

H W

B /M

E B

D D

M /R

D L

D P

R

B N J

S H

E E

T O

F

T Y

P

IC

A L C

H A

N N

E L S

E C

T

IO

N

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

O M

A H

A

N E

B R

A S

K A

A N

S I

D

L

IT

T L E P

A P

IL

L

IO

N C

R E

E K

C H

A N

N E

L I

M P

R O

V E

M E

N T S

O M

A H

A D

IS

T R

IC

T

O M

A H

A

N E

B R

A S

K A

D E

C

/1

/2

M R

P P

C -3

W F -1

-B -0

E L E

V A

T

IO

N F

E E

T

0-100 100

E L E

V A

T

IO

N F

E E

T

NFM

-90 -80 -70 -60 -50 -40 -30 -20 -10 10 20 30 40 50 60 70 80 90

990 990