Camp_Ashland_Drawings.pdf

US Army Corps of Engineers

Omaha District

SOLICITATION NO. W9128F-17-B-0001

NEBRASKA

SAUNDERS COUNTY AND SARPY COUNTY,

TREE REMOVALS

IMPROVEMENTS AND CLEAR CREEK

BEACON VIEW FRENCH DRAIN

CAMP ASHLAND FUSE PLUG SLAB,

ADVERTISE

4 JANUARY, 2017

INDEX

DESIGN FILE SHEET NO. DESCRIPTION

SHEET SEQUENCE NUMBER

w/ Level 2 Designator

DISCIPLINE DESIGNATOR

2. DISCIPLINE DESIGNATORS:1. SHEET IDENTIFICATION NUMBERS:

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RESOURCE

TELECOMMUNICATIONS

ELECTRICAL

MECHANICAL

PROCESS

PLUMBING

FIRE PROTECTION

EQUIPMENT

INTERIORS

ARCHITECTURAL

STRUCTURAL

LANDSCAPE

CIVIL

GEOTECHNICAL

SURVEY / MAPPING

HAZARDOUS MATERIALS

GENERAL

Designator)

RELEASE 3.0 for Level 2

(see A/E/C CADD STANDARD

INDEX LEGEND:

SHEET TYPE DESIGNATOR

3. SHEET TYPE DESIGNATORS:

3D REPRESENTATIONS

USER DEFINED

USER DEFINED

SCHEDULES & DIAGRAMS

DETAILS

LARGE-SCALE VIEWS

SECTIONS

ELEVATIONS

PLANS

GENERAL

GENERAL

DESIGN FILE SHEET NO. DESCRIPTION

CIVIL

DESIGN FILE SHEET NO. DESCRIPTION

STRUCTURAL

CS 2 0 1

S-101

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GI001

N /A

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G I0

.d g nCAMP ASHLAND FUSE PLUG SLAB DETAILS

LP42CG501.DGN

LP42CG301.DGN

LP42CG207.DGN

LP42CG206.DGN

LP42CG205.DGN

LP42CG204.DGN

LP42CG203.DGN

LP42CG202.DGN

LP42CG201.DGN

LP42CG103.DGN

LP42CG102.DGN

LP42CG101.DGN

LP42CD102.DGN

LP42CD101.DGN

LP42CS101.DGN

CG501

CG301

CG207

CG206

CG205

CG204

CG203

CG202

CG201

CG103

CG102

CG101

CD102

CD101

CS101

GI103

GI102

GI101

GI001

G-001

LP42GI103.DGN

LP42GI102.DGN

LP42GI101.DGN

LP42GI001.DGN

LP42G-001.DGN

LP42S-101.DGN

QUANTITIES

SPECIFICATIONS

IN

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driven plumb and to required elevations. Pulling holes shall be type. Repair damage to piling caused by driving. Piling shall be

-Installation: Hammers shall be steam, air, diesel drop, or vibratory angle suitable for the intended installation.

inches per foot. Interlocks shall be free-sliding, providing a swing

Grade 50. Minimum elastic section modulus shall be 9.0 cubic cold-rolled full-length sections conforming to ASTM A572/A572M, -General requirements: Sheet piling shall be hot-rolled or

Metal Sheet Piling:

-Finish: Horizontal surfaces shall receive a broom finish.

for all work.

-Strength: Compressive strength at 28 days (f'c) shall be 4,500 psi exposure categories per ACI 318: F2, S1, W1, C1.

-Durability: Provide mix design to accommodate the following

A615, Grade 60.

-Reinforcement: Provide reinforcement in accordance with ASTM strength test results.

quantities of all materials and admixtures as well as previous mix designs shall also be submitted with descriptions and

Reproductions of contract drawings will not be accepted. Concrete bar sizes, spacings, locations, and bending schedules.

-Submittals: Submit steel reinforcement shop drawings indicating

Contract Documents.

Specifications for Structural Concrete, except as modified by these

-Work shall conform to all requirements of ACI 301-10

Concrete:

EXISTING 48" CULVERT CONCRETE NOTES AND PHOTOS

PROJECT LOCATION PLAN - CLEAR CREEK LEVEE TREE REMOVAL

PROJECT LOCATION PLAN - CAMP ASHLAND, BEACON VIEW

INDEX, QUANTITIES AND SPECIFICATIONS

COVER

must be kept off of the geomembrane.

crest of the fuse plug to the toe of the fuse plug. All vehicular traffic the full length of all seems. Panels must be continuous from the adhesive tape, per manufactures’ recommendation, shall extend overlapped a minimum of two feet. Two rows of double sided sheets shall be textured on both faces. The panels shall be

(HDPE). The required thickness is 30 mils. The geomembrane density polyethylene (LLDPE) or high density polyethylene

Geomembrane: The geomembrane shall be either linear low range between 5 and 10 percent.

water and 2,700 pounds of fine aggregate. Air content should is 200 pounds of cement, 200 pounds of fly ash, 300 pounds of

Aggregate. The approximate weight per cubic yard of the materials be Class C. The fine aggregate shall be State of Nebraska Class B

400 psi or greater. The cement shall be Type I/II. The fly ash shall entrainment. The compressive strength of the flowable fill shall be cement, Class C fly ash, fine aggregate and admixtures for air

Flowable Fill: Flowable fill shall consist of a combination of Portland and 8-15% passing the No. 200 sieve.

35-65% passing the No. 4 sieve, 15-30% passing the No. 8 sieve

100% passing the 1 inch sieve, 50-85% passing the ¾inch sieve, Levee Surfacing: Crushed limestone with the following gradation:

if planted in the fall.

The cover crop shall be oats if planted in the spring and annual rye

A cover crop shall also be planted at a rate of 40 pounds per acre.

Type B Seeding: Fescue seeded at a rate of 40 pounds per acre.

supports the growth of vegetation.

a combination sand, silts, clays and organic matter that readily

Topsoil: Topsoil is a locally available loamy material consisting of a byproduct (waste) of local quarries.

Blow Sand: Blow sand is a fine sand that is non-cohesive, which is

Government supplied borrow sources or materials.

All materials will be provided by the Contractor. There are no

BEACON VIEW FRENCH DRAIN IMPROVEMENT DETAILS

CAMP ASHLAND TYPICAL FUSE PLUG CROSS SECTION

BEACON VIEW EXISTING FRENCH DRAIN PROFILE SHEET 4 OF 4 (FOR INFORMATION ONLY)

BEACON VIEW EXISTING FRENCH DRAIN PROFILE SHEET 3 OF 4 (FOR INFORMATION ONLY)

BEACON VIEW EXISTING FRENCH DRAIN PROFILE SHEET 2 OF 4 (FOR INFORMATION ONLY)

BEACON VIEW EXISTING FRENCH DRAIN PROFILE SHEET 1 OF 4 (FOR INFORMATION ONLY)

CAMP ASHLAND CROSS SECTION @ STA. LV 4+80

CAMP ASHLAND DRAINAGE CHANNEL PROFILE

CAMP ASHLAND FUSE PLUG & CONCRETE PAD PROFILES

BEACON VIEW FRENCH DRAIN REPAIR ACCESS PLAN

BEACON VIEW FRENCH DRAIN IMPROVEMENT PLAN

CAMP ASHLAND FUSE PLUG GRADING PLAN

CLEAR CREEK TREE REMOVAL PLAN SHEET 2 OF 2

CLEAR CREEK TREE REMOVAL PLAN SHEET 1 OF 2

CAMP ASHLAND FUSE PLUG EXISTING SITE CONDITIONS

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FLOW NOTCH ON OR ABOUT APRIL 1, 2017.

SHALL REMOVE THE SAND FROM THE LOW

EARLY SPRING ICE JAMS. THE CONTRACTOR

PROTECTION FROM POTENTIAL WINTER AND

THE WINTER IN ORDER TO PROVIDE FLOOD

BY THE NEBRASKA ARMY NATIONAL GUARD FOR

THE LOW FLOW NOTCH WAS FILLED WITH SAND

X

WEIR

SHEETPILE

CL EXISTING

(APPROX. LOCATION)

36" DIA. WATER LINE

EXISTING LINCOLN WATER SYSTEM

(APPROX. LOCATION)

36" DIA. WATER LINE

EXISTING LINCOLN WATER SYSTEM

EXISTING BOX CULVERTS

CHANNEL

DRAINAGE

EXISTING

C l e a n

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WELL

HOUSE

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POLES

POLE

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SAND FUSE PLUG

EXISTING

48" CULVERT

EXISTING

CULVERT

EXIST.48"

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/4 /2

/4 /2

1085.1

1086.4

1085.9

1085.9

W.L.

W.L.

1087.1

1087.2

1087.3

1087.3

WOOD PILE

FIELD

GRAVEL

36" HEIGHT

4 STRAND BARBED WIRE FENCE

1087.6 DIRT ROAD

DIRT ROAD

1087.7

BRUSH

HIGH WEEDS

HIGH WEEDS

X X

X

1088.3

X

1088.4

X

WOODS

X

X

GRAVEL ROAD

1088.5

X

X

XX

X

X X

X X

1088.6

X X

X

DIRT

X

X X

X X

STOCK PILE

3 FALLEN TREES

1089.0

1089.1

X

1089.1

X

1089.2

1089.3

X

XXX

X

X

1089.4

XX

X

XX

XXX

1089.6

1089.6

XX

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HIGH WEEDS

X X

1090.4

WOOD CONCRETE BLOCKS

X X

1090.6

WOOD PILE

ROCKS

METAL MACHINERY SHED

HIGH WEEDS

HIGH WEEDS

X X

X X

WETLANDS

HIGH WEEDS

GUY WIREGUY WIRE

GAS TANK

1092.4

1093.5

SHED

1094.8

36" HEIGHT

1 STRAND WIRE

HIGH WEEDS

X

X

X X

X X

X X X

X

1095.1

X

X

X X

X

X

1095.3

ROCK LEVEE

DIRT AND

1095.5

1095.6

1095.6

HIGH WEEDS

HIGH WEEDS

WOODS

36" HEIGHT

1 STRAND BARBED WIRE FENCE

1095.6

DIRT ROAD

ROAD

GRAVEL

1096.0

36" HEIGHT

1 STRAND BARBED WIRE FENCE

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ACTIVITIES THROUGH THE USACE COR.

BE CONTACTED PRIOR TO ANY TREE REMOVAL

AS SOON AS POSSIBLE. THE USACE BIOLOGIST SHOULD

RECOMMENDS THAT THE CONTRACTOR REMOVE TREES

NESTING ACTIVITIES EARLIER THAN APRIL 1ST. USACE

AND CAN VARY BASED ON CLIMATE. BIRDS MAY BEGIN

APRIL 1ST GUIDELINE IS A GENERAL RECOMMENDATION

COMPLY WITH THE MIGRATORY BIRD TREATY ACT. THE

BY THE U.S. FISH AND WILDLIFE SERVICE IN ORDER TO

TRANSPORTED OFF-SITE BY APRIL 1ST, 2017 AS ADVISED

TREE IS REQUIRED TO BE REMOVED, MULCHED AND/OR

NOTE:

LEVEE RIGHT OF WAY

CLEAR CREEK SEGMENT 4

C L

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SEE NOTE.COMPACTED TOPSOIL.

SURFACE AND BACKFILL WITH

GRUB STUMP 2' BELOW GROUND

TREE AS DIRECTED BY THE COR.

REMOVE EXISTING 12" DIA.

C L E

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SEE NOTE.TOPSOIL.

BACKFILL WITH COMPACTED

GROUND SURFACE AND

COR. GRUB STUMP 2' BELOW

TREE AS DIRECTED BY THE

REMOVE EXISTING 12" DIA.

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POND

1081.5

W.L.

1081.7

W.L.

1082.4

1082.5

1082.6

1082.9

WOODS

GRASS

GRASS FIELD

PASTURE AND

WOODS

1084.1

1084.3

1084.3

1084.5

36" HEIGHT

4 STRAND BARBED WIRE FENCE

36" HEIGHT

3 STRAND BARBED WIRE FENCE

1084.6

1084.8

GRAVEL ROAD

1084.9

1085.0

1085.2

1085.2

1085.2

1085.3

APPROXIMATE LOCATION

NOTE: NEXT POWER POLE NOT IDENTIFIED

1085.5

1085.6

2 WIRE POWER LINE

1085.9

1085.9

1086.0

1086.0

XX

XX

1086.1

1086.2

1086.3

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WOODS

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HIGH WEEDS

X X

N.499,899.9960 E.2,651,548.0260

CC-03

2" ALUM CAP

EL.1086.716

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WOOD POST METAL GATE

XXXX

XXX

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N.499,940.2390 E.2,651,872.9410

CC-04

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EL.1087.394

1087.4

XX

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1087.9

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WOOD POST METAL GATE

APPROXIMATE LOCATION

NOTE: NEXT POWER POLE NOT IDENTIFIED

ROCK LEVEE

DIRT AND

WETLANDS

WETLANDS

WETLANDS

WETLANDS

WETLANDS

WOOD POST METAL GATE

1092.8

ROCK LEVEE

DIRT AND

1092.9

1093.0

ROAD

GRAVEL

1093.2

1093.4

1094.4

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LEVEE RIGHT OF WAY

CLEAR CREEK SEGMENT 4

USACE COR.

TO ANY TREE REMOVAL ACTIVITIES THROUGH THE

THE USACE BIOLOGIST SHOULD BE CONTACTED PRIOR

CONTRACTOR REMOVE TREES AS SOON AS POSSIBLE.

APRIL 1ST. USACE RECOMMENDS THAT THE

BIRDS MAY BEGIN NESTING ACTIVITIES EARLIER THAN

RECOMMENDATION AND CAN VARY BASED ON CLIMATE.

ACT. THE APRIL 1ST GUIDELINE IS A GENERAL

ORDER TO COMPLY WITH THE MIGRATORY BIRD TREATY

ADVISED BY THE U.S. FISH AND WILDLIFE SERVICE IN

AND/OR TRANSPORTED OFF-SITE BY APRIL 1ST, 2017 AS

TREES ARE REQUIRED TO BE REMOVED, MULCHED

NOTE:

SEE NOTE.WITH COMPACTED TOPSOIL.

GROUND SURFACE AND BACKFILL

THE COR. GRUB STUMPS 2' BELOW

(12" - 15" DIAMETER) AS DIRECTED BY

REMOVE EXISTING CLUMP OF TREES

R O

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C L E

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SEE NOTE.WITH COMPACTED TOPSOIL.

GROUND SURFACE AND BACKFILL

THE COR. GRUB STUMPS 2' BELOW

(12" - 15" DIAMETER) AS DIRECTED BY

REMOVE EXISTING CLUMP OF TREES

COUNTY ROAD G

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C l e a u t

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POLE

POLE

POLE

POLE

POLE

POLE

WEIR

SHEETPILE

CL EXISTING

(APPROX. LOCATION)

36" DIA. WATER LINE

EXISTING LINCOLN WATER SYSTEM

(APPROX. LOCATION)

36" DIA. WATER LINE

EXISTING LINCOLN WATER SYSTEM

EXISTING BOX CULVERTS

CHANNEL

DRAINAGE

EXISTING

CO. RD. A

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R D

A

B N S F

R R

P L

A T

E

R

IV

E R

B N S F

R R

H W

Y

H W

Y

SAND FUSE PLUG

EXISTING

48" CULVERT

EXISTING

CULVERT

EXIST.48"

CG101

0 100'100' 50'

D D

M

H W

B

L P

C G

.d g n

A N

S I

D

G R

A D

IN

G P

L A

N

C A

M P A

S H

L A

N D F

U S

E P

L U

G

FUSE PLUG HORIZONTAL ALIGNMENT DATA

a

3 70°16'49" 245.32' 189.38' 28°38'52" 200.00' LV 2+41.54 467608.58 2651142.64 LV 4+86.86 467831.84 2651198.86

4 77°45'40" 135.72' 221.40' 57°17'45" 100.00' LV 7+79.49 468105.02 2651093.97 LV 9+15.20 468224.50 2651132.51

2 88°23'07" 77.13' 143.89' 114°35'30" 50.00' LV 0+95.28 467494.04 2651084.07 LV 1+72.41 467563.48 2651090.25

FUSE PLUG HORIZONTAL ALIGNMENT PI DATA

FUSE PLUG HORIZONTAL ALIGNMENT CURVE DATA

P.I. L T D R P.C. STA. NORTHING EASTING P.T. STA. NORTHING EASTING

P.I. BEARING DISTANCE STATION NORTHING EASTING

GRID GRID

5 LV 10+26.89 468285.72 2651225.91

N 56°45'24" E 192.31'

4 LV 8+60.12 468180.29 2651065.07

N 21°00'16" W 514.03'

3 LV 3+82.31 467700.42 2651249.32

N 49°16'33" E 258.51'

2 LV 1+43.89 467531.76 2651053.41

N 39°06'34" W 143.89'

1 LV 0+00.00 467420.11 2651144.17

1061.245

1060.478

1062.285

1063.813

NAME NORTHING EASTING ELEVATION

FUSE PLUG 1

FUSE PLUG 2

468,267.944

470,973.496

470,777.192

471,318.533

472,990.317

467,450.654

2,654,825.642

2,654,887.601

2,652,619.903

2,652,872.629

2,651,202.287

2,651,025.657

3. ALL VALUES ARE REFLECTED IN U.S. SURVEY FEET.

2. THE VERTICAL DATUM FOR THIS FIELD SURVEY IS NAVD 29.

NAD 83 STATE PLANE NEBRASKA (2600).

1. THE HORIZONTAL DATUM FOR THIS FIELD SURVEY IS

:CONTROL DATA

DESCRIPTION

2" ALUM. CAP

2" ALUM. CAP

2" ALUM. CAP

2" ALUM. CAP

PENDING

PENDING

PENDING

PENDING

IH 08-16 A

IH 08-16 E

IH 08-16 C

IH 08-16 B

HORIZONTAL AND VERTICAL CONTROL DATA

PROJECT.

(402-309-7648) PRIOR TO ENTRY TO THE GUARD CAMP FOR ACCESS TO THE

CONTACT SGT. DENNIS KRECKLOW OF THE NEBRASKA ARMY NATIONAL GUARD

NOTE:

CG203.

ON SHEETS CG202 AND

SEE CROSS SECTIONS

REPAIR SCOUR.

CG203.

ON SHEETS CG202 AND

SEE CROSS SECTIONS

REPAIR SCOURS.

NOTES ON SHEET GI103.

SEE PHOTOS AND

REPAIR SCOUR.

x x x

SEE DETAILS ON SHEET S-101

FUSE PLUG SLAB @ ELEV. 1059.5

PROPOSED 25'x60' CONCRETE

SECTION ON SHEET CG301.

ON SHEET CG203 AND TYPICAL

SHEET CG201, CROSS SECTION

SECTION. SEE PROFILES ON

FUSE PLUG TO DESIGN CROSS

RESTORE EXISTING SAND

LV 3+00

LV 4+00

LV 5

+0

L V

LV

1+

LV

+0

LV 6

+0

LV 7

+0

LV 8+0

L V

L V

L V

S W

S W

S W

SW

5+00

SW 4+00

SW 3+

SW 2+00

S W

S W

GEOMEMBRANE DEBRIS

CHANNEL OF ALL

CLEAR DRAINAGE

AND SEED.

CAP WITH 6" TOPSOIL

100' x 100' x 5' HIGH.

MATERIAL IN AN AREA

OF NON COHESIVE

STOCKPILE 2,000 CY

GUARD RIGHT OF WAY

NEBRASKA ARMY NATIONAL

EL.

E. 2,651,202.287 N. 468,267.944

CP FUSE PLUG 1

EL.

E. 2,651,025.657 N. 467,450.654

CP FUSE PLUG 2

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

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 D

IS

T R

IC

T

O M

A H

A

N E

B R

A S

K A

D D

M

H W

B

C A

M P A

S H

L A

N D F

U S

E P

L U

G S

L A

B

W F -1

-B -0

B E

A C

O N V

IE

W F

R E

N C

H D

R A

IN

I

M P

R O

V E

M E

N T S

S A

U N

D E

R S C

O U

N T

Y A

N D S

A R

P Y C

O U

N T

Y

N E

B R

A S

K A

A N

D C

L E

A R C

R E

E K T

R E

E R

E M

O V

A L S

/4 /2

/4 /2

HORIZONTAL SCALE: 1" = 10'-0"

5'10' 10'0

VERTICAL SCALE: 1" = 10'-0"

5'10' 10'0

STATION (FEET)

1040 1040

CG201

E L E

V A

T

IO

N I

N F

E E

T

HORIZONTAL SCALE: 1" = 10'-0"

5'10' 10'0

VERTICAL SCALE: 1" = 10'-0"

5'10' 10'0

STATION (FEET)

M A

T C

H L

IN

E

S

E E T

H

IS

S

H E

E T

M A

T C

H L

IN

E

S

E E T

H

IS

S

H E

E T

D D

M

H W

B

L P

C G

.d g n

A N

S I

D

HORIZONTAL SCALE: 1" = 10'-0"

5'10' 10'0

VERTICAL SCALE: 1" = 10'-0"

5'10' 10'0

1040 1040

STATION (FEET)

M A

T C

H L

IN

E

S

E E T

H

IS

S

H E

E T

CAMP ASHLAND FUSE PLUG DESIGN CENTERLINE PROFILE

E L E

V A

T

IO

N I

N F

E E

T

LV 8+70LV 6+20

LV 6+20LV 3+50

LV 6+20

E L E

V A

T

IO

N I

N F

E E

T

LV 8+70

CAMP ASHLAND FUSE PLUG DESIGN CENTERLINE PROFILE (CONT'D)

CAMP ASHLAND FUSE PLUG DESIGN CENTERLINE PROFILE W/PROPOSED CONCRETE SLAB

E L E

V A

T

IO

N I

N F

E E

T E

L E

V A

T

IO

N I

N F

E E

T

E L E

V A

T

IO

N I

N F

E E

T

C A

M P A

S H

L A

N D F

U S

E P

L U

G A

N D

C O

N C

R E

T E P

A D P

R O

F

IL

E

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

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 D

IS

T R

IC

T

O M

A H

A

N E

B R

A S

K A

D D

M

H W

B

C A

M P A

S H

L A

N D F

U S

E P

L U

G S

L A

B

W F -1

-B -0

B E

A C

O N V

IE

W F

R E

N C

H D

R A

IN

I

M P

R O

V E

M E

N T S

S A

U N

D E

R S C

O U

N T

Y A

N D S

A R

P Y C

O U

N T

Y

N E

B R

A S

K A

A N

D C

L E

A R C

R E

E K T

R E

E R

E M

O V

A L S

/4 /2

/4 /2

SLOPE = 0.000%

1059.5

E L E

V .0

S T

A L

V

.4

EXISTING CLAY

SLOPE = 0.000%

GROUND

EXISTING

STA. LV 7+35. FIELD FIT BOTH ENDS.

RIVER SIDE FROM STA. LV 3+65 TO

INSTALL GEOMEMBRANE ON PLATTE

1V : 2H

LV 6+20 LV 6+30 LV 6+40 LV 6+50 LV 6+60 LV 6+70 LV 6+80 LV 6+90 LV 7+00 LV 7+10 LV 7+20 LV 7+30 LV 7+40 LV 7+50 LV 7+60 LV 7+70 LV 7+80 LV 7+90 LV 8+00 LV 8+10 LV 8+20 LV 8+30 LV 8+40 LV 8+50 LV 8+60 LV 8+70

15'

C E

X

IS

T

R C

P

S T

A L

V

.2

BLOW SAND FILL

NON COHESIVE,

E L E

V .0

S T

A L

V

.4

45'

PLATFORM

EXISTING CLAY

POST FLOOD

PLATFORM (1059.5)

OF FUSE PLUG CLAY

DESIGN GRADE

AFTER APRIL 1ST.

TO BE OPENED

FUSE PLUG NOTCH

OF TOPSOIL (1067.0)

DESIGN GRADE TOP

OF TOPSOIL (1067.0)

DESIGN GRADE TOP

EXISTING TOP OF FUSE PLUG EXISTING TOP OF FUSE PLUG

1V : 2

H

L

SLOPE = 0.000% SLOPE = 0.000%

CLAY

EXISTING

STA. LV 7+35. FIELD FIT BOTH ENDS.

RIVER SIDE FROM STA. LV 3+65 TO

INSTALL GEOMEMBRANE ON PLATTE

LV 3+50 LV 3+60 LV 3+70 LV 3+80 LV 3+90 LV 4+00 LV 4+10 LV 4+20 LV 4+30 LV 4+40 LV 4+50 LV 4+60 LV 4+70 LV 4+80 LV 4+90 LV 5+00 LV 5+10 LV 5+20 LV 5+30 LV 5+40 LV 5+50 LV 5+60 LV 5+70 LV 5+80 LV 5+90 LV 6+00 LV 6+10 LV 6+20

BLOW SAND FILL

NON COHESIVE,

PLATFORM (1059.5)

OF FUSE PLUG CLAY

DESIGN GRADE

OF TOPSOIL (1067.0)

DESIGN GRADE TOP

EXISTING TOP OF FUSE PLUG

SLOPE = 0.000%

1059.5

E L E

V .0

S T

A L

V

.4

EXISTING CLAY

SLOPE = 0.000%

GROUND

EXISTING

STA. LV 7+35. FIELD FIT BOTH ENDS.

RIVER SIDE FROM STA. LV 3+65 TO

INSTALL GEOMEMBRANE ON PLATTE

SEE NOTES AND DETAILS ON SHEET S-101.

SLAB @ ELEV. 1059.5 WITH SHEET PILE.

PROPOSED CONCRETE FUSE PLUG

1V : 2

H 1V : 2H

1V : 2H

25'2' 2'

7' SLAB PLACEMENT (TYPICAL, BOTH SIDES)

7' OVER EXCAVATION FOR CONCRETE

LV 6+20 LV 6+30 LV 6+40 LV 6+50 LV 6+60 LV 6+70 LV 6+80 LV 6+90 LV 7+00 LV 7+10 LV 7+20 LV 7+30 LV 7+40 LV 7+50 LV 7+60 LV 7+70 LV 7+80 LV 7+90 LV 8+00 LV 8+10 LV 8+20 LV 8+30 LV 8+40 LV 8+50 LV 8+60 LV 8+70

15'

C E

X

IS

T

R C

P

S T

A L

V

.2

BLOW SAND FILL

NON COHESIVE,

E L E

V .0

S T

A L

V

.4

45'

PLATFORM

EXISTING CLAY

POST FLOOD

PLATFORM (1059.5)

OF FUSE PLUG CLAY

DESIGN GRADE

AFTER APRIL 1ST.

TO BE OPENED

FUSE PLUG NOTCH

OF TOPSOIL (1067.0)

DESIGN GRADE TOP

OF TOPSOIL (1067.0)

DESIGN GRADE TOP

EXISTING TOP OF FUSE PLUG EXISTING TOP OF FUSE PLUG

1V : 2

H

L

CG202

D D

M

H W

B

L P

C G

.d g n

A N

S I

D

STATION (FEET)

C A

M P A

S H

L A

N D

STATION (FEET)

STATION (FEET)

M A

T C

H L

IN

E

S

E E T

H

IS

S

H E

E T

M A

T C

H L

IN

E

S

E E T

H

IS

S

H E

E T

HORIZONTAL SCALE: 1" = 10'-0"

5'10' 10'0

VERTICAL SCALE: 1" = 10'-0"

5'10' 10'0

M A

T C

H L

IN

E

S

E E T

H

IS

S

H E

E T

M A

T C

H L

IN

E

S

E E T

H

IS

S

H E

E T

HORIZONTAL SCALE: 1" = 10'-0"

5'10' 10'0

VERTICAL SCALE: 1" = 10'-0"

5'10' 10'0

HORIZONTAL SCALE: 1" = 10'-0"

5'10' 10'0

VERTICAL SCALE: 1" = 10'-0"

5'10' 10'0

CAMP ASHLAND DRAINAGE CHANNEL PROFILE

D R

A

IN

A G

E C

H A

N N

E L P

R O

F

IL

E

SW 5+00

E L E

V A

T

IO

N I

N F

E E

T E

L E

V A

T

IO

N I

N F

E E

T

E L E

V A

T

IO

N I

N F

E E

T

E L E

V A

T

IO

N I

N F

E E

T E

L E

V A

T

IO

N I

N F

E E

T

E L E

V A

T

IO

N I

N F

E E

T

SW 2+50

SW 2+50

SW 7+50 SW 5+00

CAMP ASHLAND DRAINAGE CHANNEL PROFILE (CONT'D)

CAMP ASHLAND DRAINAGE CHANNEL PROFILE (CONT'D)

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

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 D

IS

T R

IC

T

O M

A H

A

N E

B R

A S

K A

D D

M

H W

B

C A

M P A

S H

L A

N D F

U S

E P

L U

G S

L A

B

W F -1

-B -0

B E

A C

O N V

IE

W F

R E

N C

H D

R A

IN

I

M P

R O

V E

M E

N T S

S A

U N

D E

R S C

O U

N T

Y A

N D S

A R

P Y C

O U

N T

Y

N E

B R

A S

K A

A N

D C

L E

A R C

R E

E K T

R E

E R

E M

O V

A L S

/4 /2

/4 /2

OF CHANNEL

PRE FLOOD DESIGN PROFILE

EXISTING GROUND

SLOPE =-0.00067%

SW 5+00

SLOPE =-0.00067%

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

E L .5

V P I S

T A S

W

.0

SLOPE =-0.00067%

OF CHANNEL

PRE FLOOD DESIGN PROFILE

EXISTING GROUND

SW 7+50 SW 7+40 SW 7+30 SW 7+20 SW 7+10 SW 7+00 SW 6+90 SW 6+80 SW 6+70 SW 6+60 SW 6+50 SW 6+40 SW 6+30 SW 6+20 SW 6+10 SW 6+00 SW 5+90 SW 5+80 SW 5+70 SW 5+60 SW 5+50 SW 5+40 SW 5+30 SW 5+20 SW 5+10 SW 5+00

SLOPE =-0.00067%

EXISTING BOX CULVERTS

(DO NOT REPAIR)

SCOUR

(DO NOT REPAIR)

SCOUR

TOP OF PIPE EL. 1052.51

WATER SYSTEM WATER LINE

EXISTING 36" DIA. LINCOLN

C L

L W

S M

A

IN

E L .0

SLOPE =-0.00067%

V P I S

T A S

W

.0

S

H E

E T P

IL

E W

E

IR

EXISTING GROUND

OF CHANNEL

PRE FLOOD DESIGN PROFILE

SLOPE =-0.00067%

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

MATERIAL

COMPACTED TOPSOIL

REPAIR SCOUR WITH

(DO NOT REPAIR)

SCOUR

CG203

D

M

H W

B

L P

C G

.d g n

A N

S I

D

C A

M P A

S H

L A

N D

STATION (FEET)

HORIZONTAL SCALE: 1" = 10'-0"

5'10' 10'0

VERTICAL SCALE: 1" = 10'-0"

5'10' 10'0

CROSS SECTION @ STA. LV 4+80

C R

O S

S S

E C

T

IO

N S

T A L

V

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

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 D

IS

T R

IC

T

O M

A H

A

N E

B R

A S

K A

D D

M

H W

B

C A

M P A

S H

L A

N D F

U S

E P

L U

G S

L A

B

W F -1

-B -0

B E

A C

O N V

IE

W F

R E

N C

H D

R A

IN

I

M P

R O

V E

M E

N T S

S A

U N

D E

R S C

O U

N T

Y A

N D S

A R

P Y C

O U

N T

Y

N E

B R

A S

K A

A N

D C

L E

A R C

R E

E K T

R E

E R

E M

O V

A L S

/4 /2

/4 /2

1067.0

1059.5

10801080

10801080

-60 -50 -40 -30 -20 100 110 120 130 140 150 160 170 180 190 200 210

E L E

V A

T

IO

N F

E E

T

E L E

V A

T

IO

N F

E E

T

C

CROSS SECTION

FUSE PLUG

EXISTING SAND

TOP OF PIPE EL. 1052.51

WATER SYSTEM WATER LINE

EXISTING 36" DIA. LINCOLN

C L

W S M

A

IN

L

EXISTING GROUND

F U

S E P

L U

G

D E

S

IG

N

L

-10 0 10 20 30 40 50 60 70 80 90

D R

A

IN

A G

E C

H A

N N

E L

D E

S

IG

N

LC

CHANNEL BOTTOM GRADE

POST FLOOD

(EL. 1056.0)

DESIGN CHANNEL BOTTOM GRADE

1059.5

MATERIAL TO ELEVATION

COMPACTED TOPSOIL

REPAIR SCOUR WITH

ON SHEET CG301.

(EL. 1067.0). SEE TYPICAL SECTION

DESIGN GRADE TOP OF TOPSOIL

(EL. 1059.5)

DESIGN GRADE TOP OF CLAY PLATFORM

SLOPE = 0.00200

172'-5"

6" DIA. PERFORATED PLASTIC PIPE

240'-0" 240'-0"

6" DIA. NON-PERFORATED PLASTIC PIPE

SLOPE = 0.00200 SLOPE = 0.00200

47'-4" 172'-5"

6" DIA. PERFORATED PLASTIC PIPE

240'-0"

FIELD SURVEY

EL. 1056.85 AT TIME OF

MEAN WATER SURFACE

240'-0"

SLOPE = 0.00200

240'-0"

6" DIA. PERFORATED PLASTIC PIPE

240'-0"

CG204

D D

M

H W

B

L P

C G

.d g n

A N

S I

D

B E

A C

O N V

IE

W

STATION (FEET)

HORIZONTAL SCALE: 1" = 10'-0"

5'10' 10'0

VERTICAL SCALE: 1" = 10'-0"

5'10' 10'0

EXISTING BEACON VIEW FRENCH DRAIN PROFILE

FD 2+50

E L E

V A

T

IO

N I

N F

E E

T

M A

T C

H L

IN

E

S

E E T

H

IS

S

H E

E T

E L E

V A

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N I

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M A

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IN

E

S

E E T

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IS

S

H E

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E L E

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IO

N I

N F

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FD 2+50 FD 4+90

E L E

V A

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IO

N I

N F

E E

T

M A

T C

H L

IN

E

S

E E T

H

IS

S

H E

E T

STATION (FEET)

HORIZONTAL SCALE: 1" = 10'-0"

5'10' 10'0

VERTICAL SCALE: 1" = 10'-0"

5'10' 10'0

E X

IS

T

IN

G F

R E

N C

H D

R A

IN

P

R O

F

IL

E

EXISTING BEACON VIEW FRENCH DRAIN PROFILE (CONT'D)

STATION (FEET)

EXISTING BEACON VIEW FRENCH DRAIN PROFILE (CONT'D)

HORIZONTAL SCALE: 1" = 10'-0"

5'10' 10'0

VERTICAL SCALE: 1" = 10'-0"

5'10' 10'0

M A

T C

H L

IN

E

S

E E T

H

IS

S

H E

E T

E L E

V A

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N I

N F

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E L E

V A

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N I

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M A

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H L

IN

E

S

E E S

H E

E T C

G

FD 7+30FD 4+90

S H

E E

T O

F

FIELD SURVEY

EL. 1056.85 AT TIME OF

MEAN WATER SURFACE

FIELD SURVEY

EL. 1056.85 AT TIME OF

MEAN WATER SURFACE

FOR INFORMATION ONLY

S O

L

IC

IT

A T

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N N

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F

IL

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A M

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D A

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IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps 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 D

IS

T R

IC

T

O M

A H

A

N E

B R

A S

K A

D D

M

H W

B

C A

M P A

S H

L A

N D F

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L U

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L A

B

W F -1

-B -0

B E

A C

O N V

IE

W F

R E

N C

H D

R A

IN

I

M P

R O

V E

M E

N T S

S A

U N

D E

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O U

N T

Y A

N D S

A R

P Y C

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Y

N E

B R

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K A

A N

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L E

A R C

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R E

E R

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A L S

/4 /2

/4 /2

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

GROUND SURFACE

APPROX. EXISTING

PROFILE

FRENCH DRAIN

EXISTING

10801080

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

C

(MH-1)

MANHOLE

L

EL. 1056.95

INVERT

EL. 1056.94

INVERT

E L E

C T

R

IC

A L L

IN

E E

X

IS

T

IN

G O

V E

R H

E A

D

ROAD

GRAVEL

EXISTING

EL. 1056.95

STA. FD 0+75.59

X

X XX

GROUND SURFACE

APPROX. EXISTING

EXISTING MANHOLE

PROFILE

FRENCH DRAIN

EXISTING

FD 4+90 FD 5+00 FD 5+10 FD 5+20 FD 5+30 FD 5+40 FD 5+50 FD 5+60 FD 5+70 FD 5+80 FD 5+90 FD 6+00 FD 6+10 FD 6+20 FD 6+30 FD 6+40 FD 6+50 FD 6+60 FD 6+70 FD 6+80 FD 6+90 FD 7+00 FD 7+10 FD 7+20 FD 7+30

GROUND SURFACE

APPROX. EXISTING

PROFILE

FRENCH DRAIN

EXISTING

240'-0"

SLOPE = 0.00200

240'-0"

6" DIA. PERFORATED PLASTIC PIPE

46'-1"

240'-0"

SLOPE = 0.00200 SLOPE = 0.00200

46'-1"

6" DIA. PERFORATED PLASTIC PIPE

189'-11"

6" DIA. PERFORATED PLASTIC PIPE

240'-0"

240'-0"

SLOPE = 0.00200

240'-0"

6" DIA. PERFORATED PLASTIC PIPE

240'-0"

CG205

D D

M

H W

B

L P

C G

.d g n

A N

S I

D

B E

A C

O N V

IE

W

STATION (FEET)

HORIZONTAL SCALE: 1" = 10'-0"

5'10' 10'0

VERTICAL SCALE: 1" = 10'-0"

5'10' 10'0

E L E

V A

T

IO

N I

N F

E E

T

M A

T C

H L

IN

E

S

E E T

H

IS

S

H E

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M A

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H L

IN

E

S

E E S

H E

E T C

G

E L E

V A

T

IO

N I

N F

E E

T

EXISTING BEACON VIEW FRENCH DRAIN PROFILE (CONT'D)

M A

T C

H L

IN

E

S

E E T

H

IS

S

H E

E T

E L E

V A

T

IO

N I

N F

E E

T

E L E

V A

T

IO

N I

N F

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T

M A

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H L

IN

E

S

E E T

H

IS

S

H E

E T

STATION (FEET)

HORIZONTAL SCALE: 1" = 10'-0"

5'10' 10'0

VERTICAL SCALE: 1" = 10'-0"

5'10' 10'0

EXISTING BEACON VIEW FRENCH DRAIN PROFILE (CONT'D)

STATION (FEET)

EXISTING BEACON VIEW FRENCH DRAIN PROFILE (CONT'D)

HORIZONTAL SCALE: 1" = 10'-0"

5'10' 10'0

VERTICAL SCALE: 1" = 10'-0"

5'10' 10'0

M A

T C

H L

IN

E

S

E E T

H

IS

S

H E

E T

E L E

V A

T

IO

N I

N F

E E

T

E L E

V A

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N I

N F

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T

M A

T C

H L

IN

E

S

E E S

H E

E T C

G

FD 12+10FD 9+70

FD 9+70FD 7+30

FD 12+10 FD 14+50

E X

IS

T

IN

G F

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H D

R A

IN

P

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F

IL

E

S H

E E

T O

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FOR INFORMATION ONLY

S O

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N N

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F

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M A

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C A

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D A

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M A

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D E

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N

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R A

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O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps 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 D

IS

T R

IC

T

O M

A H

A

N E

B R

A S

K A

D D

M

H W

B

C A

M P A

S H

L A

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U S

E P

L U

G S

L A

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W F -1

-B -0

B E

A C

O N V

IE

W F

R E

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H D

R A

IN

I

M P

R O

V E

M E

N T S

S A

U N

D E

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N D S

A R

P Y C

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N T

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B R

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K A

A N

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L E

A R C

R E

E K T

R E

E R

E M

O V

A L S

/4 /2

/4 /2

FD 9+70 FD 9+80 FD 9+90 FD 10+00 FD 10+10 FD 10+20 FD 10+30 FD 10+40 FD 10+50 FD 10+60 FD 10+70 FD 10+80 FD 10+90 FD 11+00 FD 11+10 FD 11+20 FD 11+30 FD 11+40 FD 11+50 FD 11+60 FD 11+70 FD 11+80 FD 11+90 FD 12+00 FD 12+10

GROUND SURFACE

APPROX. EXISTING

PROFILE

FRENCH DRAIN

EXISTING

FD 12+10 FD 12+20 FD 12+30 FD 12+40 FD 12+50 FD 12+60 FD 12+70 FD 12+80 FD 12+90 FD 13+00 FD 13+10 FD 13+20 FD 13+30 FD 13+40 FD 13+50 FD 13+60 FD 13+70 FD 13+80 FD 13+90 FD 14+00 FD 14+10 FD 14+20 FD 14+30 FD 14+40 FD 14+50

(MH-2)

MANHOLE

LC

EL. 1059.315

STA. FD 12+58.11

EL. 1059.31

INVERT

EL. 1059.32

INVERT

X XX

GROUND SURFACE

APPROX. EXISTING

EXISTING MANHOLE

PROFILE

FRENCH DRAIN

EXISTING

FD 7+30 FD 7+40 FD 7+50 FD 7+60 FD 7+70 FD 7+80 FD 7+90 FD 8+00 FD 8+10 FD 8+20 FD 8+30 FD 8+40 FD 8+50 FD 8+60 FD 8+70 FD 8+80 FD 8+90 FD 9+00 FD 9+10 FD 9+20 FD 9+30 FD 9+40 FD 9+50 FD 9+60 FD 9+70

GROUND SURFACE

APPROX. EXISTING

PROFILE

FRENCH DRAIN

240'-0"

6" DIA. PERFORATED PLASTIC PIPE

240'-0"

SLOPE = 0.00200

156'-5"

189'-11"

6" DIA. PERFORATED PLASTIC PIPE

240'-0"

SLOPE = 0.00200

240'-0"

240'-0" 156'-5"

6" DIA. PERFORATED PLASTIC PIPE

SLOPE = 0.00200

CG206

D D

M

H W

B

L P

C G

.d g n

A N

S I

D

B E

A C

O N V

IE

W

STATION (FEET)

HORIZONTAL SCALE: 1" = 10'-0"

5'10' 10'0

VERTICAL SCALE: 1" = 10'-0"

5'10' 10'0

E L E

V A

T

IO

N I

N F

E E

T

M A

T C

H L

IN

E

S

E E T

H

IS

S

H E

E T

M A

T C

H L

IN

E

S

E E S

H E

E T C

G

E L E

V A

T

IO

N I

N F

E E

T

EXISTING BEACON VIEW FRENCH DRAIN PROFILE (CONT'D)

M A

T C

H L

IN

E

S

E E T

H

IS

S

H E

E T

E L E

V A

T

IO

N I

N F

E E

T

E L E

V A

T

IO

N I

N F

E E

T

M A

T C

H L

IN

E

S

E E T

H

IS

S

H E

E T

STATION (FEET)

HORIZONTAL SCALE: 1" = 10'-0"

5'10' 10'0

VERTICAL SCALE: 1" = 10'-0"

5'10' 10'0

EXISTING BEACON VIEW FRENCH DRAIN PROFILE (CONT'D)

STATION (FEET)

EXISTING BEACON VIEW FRENCH DRAIN PROFILE (CONT'D)

HORIZONTAL SCALE: 1" = 10'-0"

5'10' 10'0

VERTICAL SCALE: 1" = 10'-0"

5'10' 10'0

M A

T C

H L

IN

E

S

E E T

H

IS

S

H E

E T

E L E

V A

T

IO

N I

N F

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FD 14+50 FD 16+90

FD 16+90

E X

IS

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IN

G F

R E

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H D

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IN

P

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F

IL

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S H

E E

T O

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FD 19+30

FD 19+30

FOR INFORMATION ONLY

S O

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IT

A T

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N N

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F

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D W

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D A

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M A

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D E

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IP

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N

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R A

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IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps 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 D

IS

T R

IC

T

O M

A H

A

N E

B R

A S

K A

D D

M

H W

B

C A

M P A

S H

L A

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E P

L U

G S

L A

B

W F -1

-B -0

B E

A C

O N V

IE

W F

R E

N C

H D

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IN

I

M P

R O

V E

M E

N T S

S A

U N

D E

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O U

N T

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A R

P Y C

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K A

A N

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L E

A R C

R E

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R E

E R

E M

O V

A L S

/4 /2

/4 /2

FD 16+90 FD 17+00 FD 17+10 FD 17+20 FD 17+30 FD 17+40 FD 17+50 FD 17+60 FD 17+70 FD 17+80 FD 17+90 FD 18+00 FD 18+10 FD 18+20 FD 18+30 FD 18+40 FD 18+50 FD 18+60 FD 18+70 FD 18+80 FD 18+90 FD 19+00 FD 19+10 FD 19+20 FD 19+30

GROUND SURFACE

APPROX. EXISTING

PROFILE

FRENCH DRAIN

EXISTING

FD 14+50 FD 14+60 FD 14+70 FD 14+80 FD 14+90 FD 15+00 FD 15+10 FD 15+20 FD 15+30 FD 15+40 FD 15+50 FD 15+60 FD 15+70 FD 15+80 FD 15+90 FD 16+00 FD 16+10 FD 16+20 FD 16+30 FD 16+40 FD 16+50 FD 16+60 FD 16+70 FD 16+80 FD 16+90

GROUND SURFACE

APPROX. EXISTING

PROFILE

FRENCH DRAIN

EXISTING

10801080

FD 19+30 FD 19+40 FD 19+50 FD 19+60 FD 19+70 FD 19+80 FD 19+90 FD 20+00 FD 20+10 FD 20+20 FD 20+30 FD 20+40 FD 20+50 FD 20+60 FD 20+70 FD 20+80 FD 20+90 FD 21+00 FD 21+10 FD 21+20

(MH-3)

MANHOLE

LC

EL. 1060.97

INVERT

E L E

V A

T

IO

N F

E E

T

X

GROUND SURFACE

APPROX. EXISTING

PROFILE

FRENCH DRAIN

EXISTING MANHOLE

236'-0" 240'-0"

6" DIA. PERFORATED PLASTIC PIPE

S = 0.21%

236'-0" 240'-0" 228'-8"

6" DIA. PERFORATED PLASTIC PIPE

S = 0.21%

240'-0" 228'-8"

6" DIA. PERFORATED PLASTIC PIPE

S = 0.21%

STATION (FEET)

10801080

E L E

V A

T

IO

N I

N F

E E

T

E L E

V A

T

IO

N I

N F

E E

T

HORIZONTAL SCALE: 1" = 10'-0"

5'10' 10'0

VERTICAL SCALE: 1" = 10'-0"

5'10' 10'0

E L E

V A

T

IO

N I

N F

E E

T

10801080

E L E

V A

T

IO

N I

N F

E E

T

STATION (FEET)

STATION (FEET)

CG207

B E

A C

O N V

IE

W

E X

IS

T

IN

G F

R E

N C

H D

R A

IN

P

R O

F

IL

E

S H

E E

T O

F

FOR INFORMATION ONLY

D D

M

H W

B

EXISTING BEACON VIEW FRENCH DRAIN 2 PROFILE

HORIZONTAL SCALE: 1" = 10'-0"

5'10' 10'0

VERTICAL SCALE: 1" = 10'-0"

5'10' 10'0

HORIZONTAL SCALE: 1" = 10'-0"

5'10' 10'0

VERTICAL SCALE: 1" = 10'-0"

5'10' 10'0

EXISTING BEACON VIEW FRENCH DRAIN 2 PROFILE (CONT'D)

EXISTING BEACON VIEW FRENCH DRAIN 2 PROFILE (CONT'D)

M A

T C

H L

IN

E S

E E T

H

IS

S

H E

E T

M A

T C

H L

IN

E S

E E T

H

IS

S

H E

E T

M A

T C

H L

IN

E S

E E T

H

IS

S

H E

E T

M A

T C

H L

IN

E S

E E T

H

IS

S

H E

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S O

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IC

IT

A T

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N N

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F

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E N

A M

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D W

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S

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N E

D B

Y

D E

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IP

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N

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4 5

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M A

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D A

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C A

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D A

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M A

R K

D E

S C

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IP

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IO

N

C O

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C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps 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 D

IS

T R

IC

T

O M

A H

A

N E

B R

A S

K A

D D

M

H W

B

C A

M P A

S H

L A

N D F

U S

E P

L U

G S

L A

B

W F -1

-B -0

B E

A C

O N V

IE

W F

R E

N C

H D

R A

IN

I

M P

R O

V E

M E

N T S

S A

U N

D E

R S C

O U

N T

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N D S

A R

P Y C

O U

N T

Y

N E

B R

A S

K A

A N

D C

L E

A R C

R E

E K T

R E

E R

E M

O V

A L S

/4 /2

/4 /2

FD2 0+00 FD2 0+10 FD2 0+20 FD2 0+30 FD2 0+40 FD2 0+50 FD2 0+60 FD2 0+70 FD2 0+80 FD2 0+90 FD2 1+00 FD2 1+10 FD2 1+20 FD2 1+30 FD2 1+40 FD2 1+50 FD2 1+60 FD2 1+70 FD2 1+80 FD2 1+90 FD2 2+00 FD2 2+10 FD2 2+20 FD2 2+30 FD2 2+40 FD2 2+50

E L E

V A

T

IO

N I

N F

E E

T

C

EL. 1058.45

INVERT

XX

EL. 1058.45

STA. FD2 0+11.99(MH-1A)

MANHOLE

L

GROUND SURFACE

APPROX. EXISTING

PROFILE

FRENCH DRAIN

EXISTING

EXISTING MANHOLE

FD2 2+50 FD2 2+60 FD2 2+70 FD2 2+80 FD2 2+90 FD2 3+00 FD2 3+10 FD2 3+20 FD2 3+30 FD2 3+40 FD2 3+50 FD2 3+60 FD2 3+70 FD2 3+80 FD2 3+90 FD2 4+00 FD2 4+10 FD2 4+20 FD2 4+30 FD2 4+40 FD2 4+50 FD2 4+60 FD2 4+70 FD2 4+80 FD2 4+90

GROUND SURFACE

APPROX. EXISTING

PROFILE

FRENCH DRAIN

EXISTING

FD2 4+90 FD2 5+00 FD2 5+10 FD2 5+20 FD2 5+30 FD2 5+40 FD2 5+50 FD2 5+60 FD2 5+70 FD2 5+80 FD2 5+90 FD2 6+00 FD2 6+10 FD2 6+20 FD2 6+30 FD2 6+40 FD2 6+50 FD2 6+60 FD2 6+70 FD2 6+80 FD2 6+90 FD2 7+00 FD2 7+10 FD2 7+20 FD2 7+30

E L E

V A

T

IO

N I

N F

E E

T

C

(MH-1)

MANHOLE

L

EL. 1056.95

INVERT

X X

EL. 1056.95

STA. FD2 7+20.69

GROUND SURFACE

APPROX. EXISTING

PROFILE

FRENCH DRAIN

EXISTING

MANHOLE

Y

P

IC

A L F

U S

E P

L U

G C

R O

S S S

E C

T

IO

N

CG301

5' 5'0

D D

M

H W

B

L P

C G

.d g n

A N

S I

D

TYPICAL FUSE PLUG CROSS SECTION

C A

M P A

S H

L A

N D

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

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 D

IS

T R

IC

T

O M

A H

A

N E

B R

A S

K A

D D

M

H W

B

C A

M P A

S H

L A

N D F

U S

E P

L U

G S

L A

B

W F -1

-B -0

B E

A C

O N V

IE

W F

R E

N C

H D

R A

IN

I

M P

R O

V E

M E

N T S

S A

U N

D E

R S C

O U

N T

Y A

N D S

A R

P Y C

O U

N T

Y

N E

B R

A S

K A

A N

D C

L E

A R C

R E

E K T

R E

E R

E M

O V

A L S

/4 /2

/4 /2

EXISTING CLAY PLATFORM

TYPE B SEEDING

6" TOPSOIL AND TYPE B SEEDING

6" TOPSOIL AND

PLATTE RIVER SIDESALT CREEK SIDE

PLUG

FUSE

CL

EXISTING GROUND EXISTING GROUND

TOP OF CLAY PLATFORM ELEV. 1059.5

.5

5'

10'

5'

BLOW SAND FILL)

(NON-COHESIVE,

SAND FUSE PLUG

FIELD FIT BOTH ENDS.

STA. LV 3+65 TO STA. LV 7+35.

INSTALL GEOMEMBRANE FROM

DESIGN GRADE ELEV. 1067.0

WITH COMPACTED TOPSOIL

2'x2' ANCHOR TRENCH. BACKFILL

WITH COMPACTED TOPSOIL

2'x2' ANCHOR TRENCH. BACKFILL

CG501

D

M

H W

B

A N

S I

D L P

C G

.d g n

A S N

O T

E D

FRENCH DRAIN IMPROVEMENT DETAIL

B E

A C

O N V

IE

W

BOLLARD LOCATION TABLE

NOT TO SCALE

FROM ACCESSING THEIR CABINS/RESIDENCES DURING CONSTRUCTION

1. CONTRACTOR SHALL NOT PREVENT ANY BEACON VIEW MEMBERS

NOTE:

NOT TO SCALE

BOLLARD DETAIL

FD 21+00 472,186.31 2,652,463.89

FD 20+00 472,089.04 2,652,440.78

FD 19+00 471,990.52 2,652,426.28

FD 18+00 471,890.65 2,652,428.77

FD 17+00 471,794.52 2,652,454.89

FD 16+00 471,699.73 2,652,485.87

FD 15+00 471,600.37 2,652,496.76

FD 14+00 471,502.51 2,652,515.63

FD 13+00 471,410.08 2,652,553.79

FD 12+00 471,318.72 2,652,594.34

FD 11+00 471,226.05 2,652,631.63

FD 10+00 471,133.04 2,652,668.04

FD 9+00 471,043.33 2,652,712.15

FD 8+00 470,954.82 2,652,757.89

FD 7+00 470,875.93 2,652,819.14

FD 6+00 470,801.14 2,652,885.51

FD 5+00 470,721.58 2,652,946.07

FD 4+00 470,641.72 2,653,006.26

FD 3+00 470,561.07 2,653,065.37

FD 2+00 470,482.00 2,653,130.70

FD 1+00 470,400.21 2,653,188.42

FD2 7+00 470,363.28 2,653,213.94

FD2 6+00 470,282.69 2,653,273.09

FD2 5+00 470,199.77 2,653,329.20

FD2 4+00 470,115.15 2,653,382.91

FD2 3+00 470,028.86 2,653,433.16

FD2 2+00 469,943.02 2,653,484.84

FD2 1+00 469,858.91 2,653,535.55

FD2 0+00 469,805.81 2,653,614.65

FRENCH DRAIN STATION NORTHING EASTING

F R

E N

C H D

R A

IN

I

M P

R O

V E

M E

N T D

E T

A

IL

S

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

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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

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 D

IS

T R

IC

T

O M

A H

A

N E

B R

A S

K A

D D

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H W

B

C A

M P A

S H

L A

N D F

U S

E P

L U

G S

L A

B

W F -1

-B -0

B E

A C

O N V

IE

W F

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N C

H D

R A

IN

I

M P

R O

V E

M E

N T S

S A

U N

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O U

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N D S

A R

P Y C

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L E

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/4 /2

/4 /2

ON THIS SHEET.

BOLLARD. SEE DETAIL

ON THIS SHEET.

SEE BOLLARD LOCATION TABLE

EXISTING GRAVEL ROAD AT 100' C-C.

NOTE: PLACE BOLLARDS ALONG EDGE OF

EXISTING FILTER FABRIC WITH GRANULAR MATERIAL

EXISTING FRENCH DRAIN TRENCH

PLASTIC PIPE

EXISTING 6" PERFORATED

SEE PROFILES ON SHEET CG204 TO CG206

INVERT ELEVATION VARIES

FROM 2' - 30'

3" DIA.

CONCRETE

LOCATION TABLE, THIS SHEET)

REFLECTIVE TAPE. (SEE BOLLARD

SAFETY YELLOW AND WRAP WITH

3" DIA. GALV. STEEL BOLLARDS PAINTED

CONCRETE

9"

GRANULAR MATERIAL

DRAIN TRENCH WITH

EXISTING FRENCH

1'-6"

VARIES

LEVEE TOE

EXISTING GRAVEL ROAD

LEVEE TOE VARIES

EDGE OF EXISTING GRAVEL ROAD

2' MIN. - 5' MAX.

EDGE OF EXISTING GRAVEL ROAD

EXISTING GRAVEL ROAD

GROUND SURFACE

APPROX. EXISTING

AND SEED.

UP TO 20CY TOPSOIL

EXISTING RUTS WITH

LEVEE SLOPE. FILL ANY

APPROX. EXISTING

RUN GRAVEL

WITH 1" - 3" WASHED RIVER

SOIL TO A DEPTH OF 6" AND BACKFILL

EXISTING GRANULAR MATERIAL AND

EXCAVATE AND DISPOSE OF OFF SITE

GEOTEXTILE

12 OUNCE/SY NON-WOVEN

WRAP EXCAVATION WITH A

GROUND SURFACE

APPROX. EXISTING

S

L

IC

IT

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Y

C K

D B

Y

D E

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N E

D B

Y

D E

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IP

T

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N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

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F

IL

E N

U M

B E

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S

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S U

B M

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D B

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P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

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D E

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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

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 D

IS

T R

IC

T

O M

A H

A

N E

B R

A S

K A

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B

C A

M P A

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N D F

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L U

G S

L A

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W F -1

-B -0

B E

A C

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IE

W F

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I

M P

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M E

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/4 /2

/4 /2

5'-0"15'-0"5'-0"

C J

C J

#6 @ 8" OC LONGITUDINAL

#5 @ 12" OC TRANSVERSE

TYP.

TYP.

AT CJ, TYP.

1/2 OF #5 BARS DISCONTINUOUS

8" THICK REINF

CONCRETE SLAB

TOP OF SLAB

EL. = 1059.50

BREAKER AT SHEET PILE.

SHEET PILE, TYP. PROVIDE BOND

SIDE WALL CONTINUOUS TO

TOE, TYP.

FUSE PLUG

SALT CREEK SIDE

PLATTE RIVER SIDE

"1

2'-0"

1'-0"1'-0"

OF SHEET PILE

TO ALL EMBEDDED SURFACES

APPLY BOND BREAKER

S = 9.0 IN^3/FT MIN

10' LONG STEEL SHEET PILE

PER NDOR SECTIONS 305 AND 1033

6" CRUSHED ROCK BASE COURSE

EXCEPT AS NOTED ON PLAN

SLAB REINF CONTINUOUS

C L E

A R

TO EXTEND 2' BEYOND PERIMETER OF SLAB.

PROCTOR DENSITY. SUBGRADE PREPARATION

THEN COMPACT TO 95% OF MAX MODIFIED

SCARIFY AND MIX TOP 6" OF SUBGRADE,

8" 2'-0"

PER NDOR SECTIONS 305 AND 1033

6" CRUSHED ROCK BASE COURSE

SIDE WALL

TRANSVERSE BARS, CENTERED IN

OR ADD'L #5 @ 12" OC LAPPED WITH

TRANSVERSE BARS BENT DOWN

#6 BARS IN SIDE WALL

3 ADD'L CONTINUOUS

EXCEPT AS NOTED ON PLAN

SLAB REINF CONTINUOUS

C L E

A R

TO EXTEND 2' BEYOND PERIMETER OF SLAB.

PROCTOR DENSITY. SUBGRADE PREPARATION

THEN COMPACT TO 95% OF MAX MODIFIED

SCARIFY AND MIX TOP 6" OF SUBGRADE,

INSERT

OR HARDBOARD

1/8" WIDE SAWCUT

"8

PER NDOR SECTION 1014.

CENTERED ON SLAB JOINT. SEALANT

SAWCUT SEALANT RESERVOIR

W

B O

E C

K

S D

S

D E

N N

IN

G W B

S-101

L P S -1

.d g

SLAB PLAN

NOT TO SCALE

SECTION 1

NOT TO SCALE

SECTION 2

NOT TO SCALE NOT TO SCALE

CONTRACTION JOINT (CJ) DETAIL

F U

S E P

L U

G S

L A

B D

E T

A

IL

S

FULL 55' SLAB LENGTH. COLOR SHALL BE SAFETY YELLOW.

4. PAINT A 6" WIDE STRIPE CENTERED ON EACH OF THE CONTRACTION JOINTS, RUNNING THE

OF THE SLAB, WITH REINFORCEMENT CONTINUOUS THROUGH IT.

IF A TRANSVERSE CONSTRUCTION JOINT IS REQUIRED, IT SHALL BE PLACED AT MID-LENGTH

3. NO JOINTS ARE INTENDED OTHER THAN THE LONGITUDINAL CONTRACTION JOINTS SHOWN.

B. #6 BARS = 35"

A. #5 BARS = 30"

2. REINFORCEMENT LAP LENGTHS

B. REINFORCEMENT: Fy = 60,000 PSI

A. CONCRETE: f'c = 4,500 PSI

1. MATERIAL PROPERTIES

GENERAL NOTES: