W912EK-16-B-0001_PLANS-2.pdf

PDF 8 MB Posted Jun 6, 2016

Attached to: Mississippi River, Huron Island, Des Moines County, IA, Huron Island Complex, Stage II
Solicitation number: W912EK-16-B-0001
Issued by: Department of the Army Corps of Engineers Engineering District Rock Island

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PLANS 2

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File	Type	Posted
Bid_Summary_Sheet.pdf	PDF	Jul 7, 2016
W912EK-16-B-0001_PLANS-1.pdf	PDF	Jun 6, 2016
W912EK-16-B-0001..pdf	PDF	Jun 6, 2016
W912EK-16-B-0001_PLANS-3.pdf	PDF	Jun 6, 2016

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14+ 00A

15+ 00A

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B B

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Sheet

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®of Engineers

US Army Corps of Engineers

US Army Corps

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C -1 x x x .d g n

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0 400'SCALE : 1"=200'-0" 200'

A N

N O

R T

POOL 1

GOOSE LAKE

POOL 2

GOOSE LAKE

HORIZONTAL CONTROL POINTS

H O

O N

T A

L C

O N

T R

O L P

T S

EASTINGNORTHING

NORTHING EASTING

EASTINGNORTHING

DEFLECTION BERM - OPTION B

EASTINGNORTHING

GOOSE LAKE

A D

(OPTION B)

DEFLECTION BERM

H L

W E

K -1

-B -0

S T

A G

E I I

(BASE BID)

GOOSE LAKE

SHAPE EXISTING BERM

(BASE BID)

GOOSE LAKE POOL 2

SHAPE EXISTING BERM

(BASE BID)

GOOSE LAKE POOL 1

SHAPE EXISTING BERM

(BASE BID)

NEW BERM

HURON

CHUTE

GOOSE LAKE BERM - BASE BID

GOOSE LAKE POOL 1 BERM - BASE BID

GOOSE LAKE POOL 2 BERM - BASE BID NEW BERM - BASE BID

2075671.70 1590518.97POE 23+40.20B

2075687.98 1590284.63PI 21+05.30B

2075698.60 1590028.29PI 18+48.74B

2075722.61 1589904.04PI 17+22.19B

2075748.05 1589826.36PI 16+40.45B

2075838.23 1589591.39PI 13+88.74B

2075895.22 1589466.01PI 12+51.01B

2075949.19 1589375.60PI 11+45.67B

2076021.27 1589326.15PI 10+58.26B

2076078.92 1589272.47PI 9+79.49B

2076134.00 1589182.03PI 8+73.59B

2076244.68 1588907.08PI 5+77.18B

2076311.57 1588770.06PI 4+24.71B

2076360.59 1588694.88PI 3+34.95B

2076466.23 1588577.00PI 1+76.44B

2076613.37 1588479.91POB 0+00.00B

2077013.53 1588545.94POE 4+55.63D

2077031.12 1588416.72PI 3+25.22D

2077056.14 1588305.52PI 2+11.24D

2077087.72 1588253.62PI 1+50.49D

2077198.03 1588151.25POB 0+00.00D

2076384.10 1590230.78POE 10+68.62C

2076027.76 1590654.97PI 5+14.63C

2075514.37 1590619.31POB 0+00.00C

2076613.37 1588479.91POE 10+10.25

2076970.40 1587534.85POB 0+00.00

2076317.27 1590126.47POE 20+19.32A

2076454.71 1590038.87PI 18+56.33A

2076509.68 1589983.71PI 17+78.46A

2076651.17 1589892.93PI 16+09.86A

2076757.91 1589852.65PI 14+95.77A

2076900.41 1589814.59PI 13+48.28A

2076976.20 1589749.59PI 12+48.43A

2077032.74 1589600.34PI 10+88.83A

2077032.74 1589347.51PI 8+36.00A

2076921.40 1589072.93PI 5+39.70A

2076901.74 1588772.92PI 2+39.02A

2076931.15 1588535.72 POB 0+00.00A

STATION

BASELINE

STATION

BASELINE

STATION

BASELINE

STATION

CENTERLINE

STATION

CENTERLINE

520 52

524524

525 525

528528

534 534

535535

536 5

Sheet

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US Army Corps of Engineers

US Army Corps

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C -1 x x x .d

C-104

A S S

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D E

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P I

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L A

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O M

P L

A1 0 200'SCALE : 1"=100'-0" 100'

HURON CHUTE

POOL 1

GOOSE LAKE

POOL 2

GOOSE LAKE

FLOW

B A

N K S

T A

A T

N P

L A

E 2075346.91 N 1591264.25

E 2075407.14

N 1591278.83

E 2075806.07 N 1588904.24

E 2075857.45 N 1588911.26

C-305

P L

A N

N O

R T

GENERAL SHEET NOTES

A D

BANK STABILIZATION AREAS.

BETWEEN THE BUILDING FOUNDATION AND THE ADJACENT

AT THE TOP OF BANKLINE PLACEMENT, AND ALONG THE TOE

PROTECTION AREAS. THERE SHALL BE A SMOOTH TRANSITION

FOUNDATION AND TIE INTO EXISTING BANK STABILIZATION

ON THE LAND SIDE END OF THE EXISTING BUILDING

7. CONTRACTOR SHALL PLACE A 3 FOOT BLANKET OF STONE

6. TOLERANCE LIMITS ARE SPECIFIED.

5. PLACE RIPRAP TO ELEVATIONS AND GRADES SHOWN.

4. REFER TO L-101 FOR CLEARING (OPTION A).

BE ALLOWED BASED ON CURRENT SITE CONDITIONS.

20 FOOT HORIZONTAL SHIFT IN TOP OF BANK ALIGNMENT MAY

AND APPROVED BY THE CONTRACTING OFFICER. UP TO

3. ALIGNMENT SHALL BE FIELD STAKED BY THE CONTRACTOR

SURVEY IS REQUIRED FOR QUANTITY CALCULATIONS.

DETERMINE EXISTING CONDITIONS. A POST CONSTRUCTION

AN INITIAL SURVEY IS REQUIRED BY THE CONTRACTOR TO2.

CONTRACTOR COMMENCES ROCK WORK.

DRAWINGS ARE LIKELY TO CHANGE BY THE TIME THE

FOLLOWING FLOOD EVENTS. CONDITIONS SHOWN ON

1. TOP OF BANK AND EXISTING BANK SLOPES CHANGE

W E

K -1

-B -0

H L

S T

A G

E I I

2471'

BANK STABILIZATION (OPTION A)

SEE SHEET C-105

WORK LIMITS

BANK STABILIZATION

C-305

BANK TIE BACK (TYP)

END OF NEW BERM EMBANKMENT

BANK TIE BACK AT UPSTREAM

45'

800' (ADD LOCKED LOGS AT 50' INTERVALS)

(SEE NOTE 7)

FOUNDATION TO REMAIN

EXISTING BUILDING

250'

BANK STABILIZATION PLAN (OPTION A)

534 534

536 5

Sheet

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D B

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D A

T E

S U

B M

T E

D B

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US Army Corps of Engineers

US Army Corps

P R

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D c p w w o rk in g \m v r\ b e d d e jj \d

C -1 x x x .d g n

B E

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E J J

A T

C K I S

L A

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R O

C K I S

L A

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C -1 x x x .d

C-105

A S S

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N I S

L A

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P I

E R

H U

R O

N I S

L A

N D C

O M

P L

A1 0 80'SCALE : 1"=40'-0" 40'

HURON C

HUTE

POOL 2

GOOSE LAKE

FLOW

L O

C K

E D L

O G

S P

L A

10'

250'

LOCKED LOG (TYP.)

(TYP.)

45°

50'TYP.

BANK TIE BACK (TYP.)

STABILIZATION

BANK

10'

260'

LOCKED LOGS PLAN (OPTION A)

P L

A N

N O

R T

C-305

A D

C-305

H L

W E

K -1

-B -0

S T

A G

E I I

WORK LIMITS

FOUNDATION TO REMAIN

EXISTING BUILDING

10'

Sheet

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

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®of Engineers

US Army Corps of Engineers

US Army Corps

P R

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C T C

O D

A N

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D c p w w o rk in g \m v r\ b e d d e jj \d

C -3 x x x .d g n

B E

D D

E J J

A T

C K I S

L A

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R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

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C -3 x x x .d

C-301

A S S

H O

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D E

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L A

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P L

A1 0 30'SCALE : 1"=15'-0" 15'

30' 30'

EL. 537.0

EL. 535.0

EL. 528.0

G O

O S

E L

A K

E P

O O

REFER TO C-308 AND C-309

EXISTING GROUND EL. VARIES

A D

EL. 528.0

H L

W E

K -1

-B -0

T Y

A L B

E R

E C

GOOSE LAKE (POOL 1) TYPICAL BERM SECTION (BASE BID)

EL. 520.0 (TYP.)

B L

CLEAR, SHAPE AND SEED

150' (APPROX)

EXISTING CHANNEL AND SHELF (EXCAVATED IN STAGE I)

S T

A G

E I I

BERM

EXISTING

SHAPE

GENERAL SHEET NOTES

SHALL NOT EXCEED 537.0 IN ANY LOCATION.

IT SHALL BE PLACED ON THE 3H:1V SLOPE. TOP HEIGHT

3. IF EXCESS MATERIAL IS PRESENT FOLLOWING SHAPING,

SEPARATE CONTRACT (STAGE I).

ADJACENT GOOSE LAKE IN 2014 AND 2015 UNDER A

2. MATERIAL TO BE SHAPED WAS EXCAVATED FROM THE

1. REFER TO "L" DRAWINGS FOR SEEDING AND PLANTINGS.

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

A N

S I

D c p w w o rk in g \m v r\ b e d d e jj \d

C -3 x x x .d g n

B E

D D

E J J

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

C -3 x x x .d

C-302

A S S

H O

W N

E J J

D E

S M

E S C

O U

N T

H U

R O

N I S

L A

N D

P I

E R

H U

R O

N I S

L A

N D C

O M

P L

A1 0 30'SCALE : 1"=15'-0" 15'

30' 30'

EL. 535.0

150' (APPROX)

EL. 528.0

G O

O S

E L

A K

E A

N D G

O O

S E L

A K

E P

O O

REFER TO C-307, C-310, C-311

EXISTING GROUND EL. VARIES

A D

EL. 528.0

H L

W E

K -1

-B -0

S T

A G

E I I

CLEAR, SHAPE AND SEED

B L

GOOSE LAKE AND GOOSE LAKE (POOL 2) TYPICAL BERM SECTION (BASE BID)

EL. 520.0 (TYP.)

T Y

A L B

E R

M S

E C

3H:1V

EXISTING CHANNEL AND SHELF (EXCAVATED IN STAGE I)

BERM

EXISTING

SHAPE

GENERAL SHEET NOTES

SHALL NOT EXCEED 537.0 IN ANY LOCATION.

IT SHALL BE PLACED ON THE 3H:1V SLOPE. TOP HEIGHT

3. IF EXCESS MATERIAL IS PRESENT FOLLOWING SHAPING,

SEPARATE CONTRACT (STAGE I).

ADJACENT GOOSE LAKE IN 2014 AND 2015 UNDER A

2. MATERIAL TO BE SHAPED WAS EXCAVATED FROM THE

1. REFER TO "L" DRAWINGS FOR SEEDING AND PLANTINGS.

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

A N

S I

D c p w w o rk in g \m v r\ b e d d e jj \d

C -3 x x x .d g n

B E

D D

E J J

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

C -3 x x x .d

C-303

A S S

H O

W N

E J J

D E

S M

E S C

O U

N T

H U

R O

N I S

L A

N D

P I

E R

H U

R O

N I S

L A

N D C

O M

P L

F L E

C T

N B

E R

0 10'SCALE : 1"=5'-0" 5'

EL. 535.0

1 1

REFER TO C-312

EXISTING GROUND EL. VARIES

GENERAL SHEET NOTES

POOL 1 BERM.

BERM ELEVATION TO MATCH THE LOWER TIER OF THE

4. ROCK TO TIE INTO POOL 1 BERM. TOP OF DEFLECTION

3. TOLERANCE LIMITS ARE SPECIFIED.

2. PLACE RIPRAP TO ELEVATIONS AND GRADES SHOWN.

STRUCTURE PRIOR TO ANY CLEARING IN THIS LOCATION.

CONTRACTING OFFICER TO APPROVE ALIGNMENT OF

ADJUSTED UP TO 15 FEET IN EITHER DIRECTION.

MINIMIZE MATURE TREE REMOVAL. ALIGNMENT MAY BE

1. ALIGNMENT SHALL BE LAID OUT AND FIELD STAKED TO

A D

CLEAR (SEE NOTE 1)

10' MAX 10' MAX

H L

W E

K -1

-B -0

T Y

A L S

E C

N S

S T

A G

E I I

DEFLECTION BERM DOWNSTREAM END SECTION

DEFLECTION BERM TYPICAL SECTION (OPTION B)

0 10'SCALE : 1"=5'-0" 5'

CLEAR

10' MAX

EL. 535.0

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

C-304

A N

S I

D c p w w o rk in g \m v r\ b e d d e jj \d

C -3 x x x .d g n

B E

D D

E J J

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P I

E R

H O

R O

N I S

L A

N D

E P

C -3 x x x .d g n

C-304

D E

S M

E S C

O U

N T

BORROW SITE

EL. 537.0

EL. 535.0EL. 535.0 3

3H:1V 3H:1V

A1 0 40'20'SCALE : 1"=20'-0"

TREES

EXISTING

50'

150'

50'6' TREES

EXISTING

80'

EL. 524.0

A P

P R

O X

R O

N I S

L A

N D C

O M

P L

REFER TO C-313 - C-316

EXISTING GROUND EL. VARIES

CLEAR AND GRUB

20' MIN

E J J

A D

EL. 528.0

H L

W E

K -1

-B -0

N E

W B

E R

M T

Y P

A L S

E C

NEW BERM TYPICAL SECTION (BASE BID)

TO CONSTRUCT BERM

EXCAVATE BORROW MATERIAL

S T

A G

E I I

CLEAR, SHAPE, AND SEED

COMPLETION OF WORK.

SITE AS SHOWN, SITE SHALL BE SMOOTHLY GRADED UPON

4. IF CONTRACTOR DOES NOT USE ALL MATERIAL IN BORROW

BORROW MATERIAL REQUIRED TO CONSTRUCT NEW BERM.

3. BORROW SITE LIMITS SHOWN. CONTRACTOR SHALL ONLY

2. REFER TO "L" DRAWINGS FOR SEEDINGS AND PLANTINGS.

POOL 2.

MATERIAL FROM STAGE I, OR FROM GOOSE LAKE POOL 1 OR

BORROW SITE SHOWN, EXISTING GROUND, STOCKPILED

1. BORROW TO CONSTRUCT NEW BERM WILL COME FROM THE

S I

D c p w w o rk in g \m v r\ b e d d e jj \d

C -3 x x x .d g n

B E

D D

E J J

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P I

E R

H O

R O

N I S

L A

N D

E P

C -3 x x x .d g n

C-305

D E

S M

E S C

O U

N T

R O

N I S

L A

N D C

O M

P L

0 10'SCALE : 1"=5'-0" 5'

EL. 528.0

1.5

EL. 528.0

B A

N K S

T A

A T

N S

E C

15'

1.5

0 10'SCALE : 1"=5'-0" 5'C1

BANK STABILIZATION SECTION (OPTION A)

LOCKED LOG SECTION (OPTION A)

1.5

EL. 528.0

15'

E J J

A D

APPROX. EL. 534.0

TOP OF BANK

1.5

APPROX. EL. 534.0

TOP OF BANK

1.5

BEHIND RIPRAP PLACEMENT

PLACE ANY CUT MATERIAL

EL. VARIES

BEHIND RIPRAP PLACEMENT

PLACE ANY CUT MATERIAL

H L

W E

K -1

-B -0

S T

A G

E I I

PLACE 3' RIPRAP

EXISTING SLOPE VARIES

APPROX. EL. 534.0

TOP OF BANK

BEHIND RIPRAP PLACEMENT

PLACE ANY CUT MATERIAL

CLEAR (SEE SHEET L-101)

EXISTING SLOPE VARIES

CLEAR (SEE SHEET L-101)

EL. 520.0

APPROX.

CLEAR (SEE SHEET L-101)

20' KEY

BEHIND RIPRAP PLACEMENT

PLACE ANY CUT MATERIAL

TYPICAL BANK TIE BACK SECTION (OPTION A)

BANK TIE BACK SECTION AT U/S OF NEW BERM (OPTION A)

PLACE 3' RIPRAP

EXISTING SLOPE VARIES

APPROX. EL. 534.0

TOP OF BANK

1.5

EL. 520.0

APPROX.

1.5

EL. 520.0

APPROX.

PLACE 3' RIPRAP

EXISTING SLOPE VARIES

CLEAR (SEE SHEET L-101)

45' KEY

1.5

9.5'

EL. 528.0

(NO EXCAVATION REQUIRED)

EL. 525.0 OR LOWER

B1 AND C1)

VARIES (SEE SECTION

TOE THICKNESS

BURIED IN BANK UNDER 3 FEET OF RIPRAP.

d. MINIMUM OF 15 FEET (INCLUDING ROOTWAD) SHALL BE

c. LOG LENGTHS SHALL RANGE FROM 30 TO 100 FEET.

45 DEGREES.

b. LOCKED LOGS SHALL BE ANGLED DOWNSTREAM

BRANCHES SHALL EXTEND INTO THE RIVER.

EMBEDDED IN THE RIPRAP AT THE BANKLINE, AND THE

BOTTOM THIRD OF THE TREE. THE TRUNK SHALL BE

SHOWN, WITH UP TO 3 FEET OF RIPRAP COVERING THE

a. LOCKED LOGS SHALL BE PLACED IN THE LOCATIONS

4. LOCKED LOGS:

WEIGHTED RIPRAP TOE)

WEIGHTED RIPRAP, AND THE LOCKED LOG SECTION,

UPSTREAM END OF THE BANKLINE PROTECTION (NO

c. A SMOOTH TRANSITION IS REQUIRED BETWEEN THE

AS SHOWN ON SECTION B1.

b. A WEIGHTED RIPRAP TOE SHALL EXTEND IN THIS AREA

SHEETS C-104, C-105, AND L-102.

800 FEET OF THE PROTECTION AREA AS SHOWN ON

a. LOCKED LOGS TO BE PLACED AT THE DOWNSTREAM

(LOCKED LOG SECTION)

3. DOWNSTREAM 800 FEET OF PROTECTION

TO DRAIN.

THE SHAPED BERMS AND SHALL BE SMOOTHLY GRADED

PLACED BETWEEN THE BANK PROTECTION RIPRAP AND

2. ANY MATERIAL REMOVED FOR BANK SHAPING SHALL BE

INDICATED IN A STRAIGHT LINE MANNER.

CONTRACTOR SHALL SHAPE THE BANK TO THE SLOPES

1. BANK SLOPE VARIES THROUGHOUT THE ALIGNMENT.

0 14'SCALE : 1"=7'-0" 7' 0 12'SCALE : 1"=6'-0" 6'

Sheet

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

S I

D c p w w o rk in g \m v r\ b e d d e jj \d

C -3 x x x .d g n

B E

D D

E J J

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P I

E R

H O

R O

N I S

L A

N D

E P

C -3 x x x .d g n

C-306

D E

S M

E S C

O U

N T

R O

N I S

L A

N D C

O M

P L

BERM

0 10'5'SCALE : 1"=5'-0"

30' MIN

11"

10' (APPROX.)

0-1' BELOW FLAT POOL

EL. 528.0

3/8" GALVANIZED CABLE

VARIES

A D

H E J J

W E

K -1

-B -0

H L

S T

A G

E I I

CHANNEL BOTTOM (EL. ~ 520.0)

ANCHORED LOG SECTION (BASE BID)

NOT BE IMPACTED BY ANCHORED LOGS DURING CONSTRUCTION

BERM SHAPING WORK, SEEDING, AND PLANTING SHALL

A N

C H

O R

E D L

O G S

E C

GENERAL SHEET NOTES

THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL.

3. ALTERNATE ANCHORING METHODS CAN BE SUBMITTED TO

THE ANCHOR.

2. THE CABLE SHALL BE DOUBLE CLAMPED TO THE TREE AND TO

BRANCHES EXTENDING INTO THE DEEP WATER.

WITH THE TRUNK ANCHORED TO SHORE AND THE TREE

1. PLACE LOGS IN GROUPS OF 3 PERPENDICULAR TO BANKLINE

Sheet

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

0 25 50 75-25-50-75-100-125-150

0+00 515

0 25 50 75-25-50-75-100-125-150

1+00 515

0 25 50 75-25-50-75-100-125-150

2+00 515

0 25 50 75-25-50-75-100-125-150

3+00 515

0 25 50 75-25-50-75-100-125-150

4+00 515

0 25 50 75-25-50-75-100-125-150

5+00 515

0 25 50 75-25-50-75-100-125-150

6+00 515

0 25 50 75-25-50-75-100-125-150

7+00 515

0 25 50 75-25-50-75-100-125-150

8+00 515

0 25 50 75-25-50-75-100-125-150

9+00 515

0 25 50 75-25-50-75-100-125-150

10+00 515

0 25 50 75-25-50-75-100-125-150

10+10 515

A N

S I

D c p w w o rk in g \m v r\ b e d d e jj \d

C -3 x x x .d g n

B E

D D

E J J

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P I

E R

H O

R O

N I S

L A

N D

E P

C -3 x x x .d g n

C-307

D E

S M

E S C

O U

N T

A1 0 60'30'SCALE : 1"=30'-0"

R O

N I S

L A

N D C

O M

P L

O S

S S

E C

SEL. 528.0

3 EL. 535.0

EL. 537.0

30' 30'

3H:1V

A D

H L

W E

K -1

-B -0

E J J

S T

A G

E I I

G O

O S

E L

A K

E B

E R

GOOSE LAKE BERM CROSS SECTIONS (BASE BID)

B L

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

0 25 50 75 100 125 150-25-50-75

10+00A 515

0 25 50 75 100 125 150-25-50-75

11+00A 515

5+00A

4+00A

3+00A 9+00A

2+00A 8+00A

1+00A 7+00A

0+00A 6+00A

A N

S I

D c p w w o rk in g \m v r\ b e d d e jj \d

C -3 x x x .d g n

B E

D D

E J J

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P I

E R

H O

R O

N I S

L A

N D

E P

C-308

S M

E S C

O U

N T

R O

N I S

L A

N D C

O M

P L

O S

S S

E C

N S

EL. 535.0

EL. 537.0

30' 30'

3H:1V1

EL. 528.0

A D

H L

W E

K -1

-B -0

E J J

S T

A G

E I I

G O

O S

E L

A K

E P

O O

B E

R M

E P

C -3 x x x .d g n

GOOSE LAKE (POOL 1) BERM CROSS SECTIONS (BASE BID)

B L

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

0 25 50 75 100 125 150-25-50-75

12+00A 515

0 25 50 75 100 125 150-25-50-75

13+00A 515

0 25 50 75 100 125 150-25-50-75

14+00A 515

0 25 50 75 100 125 150-25-50-75

15+00A 515

0 25 50 75 100 125 150-25-50-75

16+00A 515

0 25 50 75 100 125 150-25-50-75

17+00A 515

0 25 50 75 100 125 150-25-50-75

18+00A 515

0 25 50 75 100 125 150-25-50-75

19+00A 515

0 25 50 75 100 125 150-25-50-75

20+00A 515

0 25 50 75 100 125 150-25-50-75

20+19A 515

A N

S I

D c p w w o rk in g \m v r\ b e d d e jj \d

C -3 x x x .d g n

B E

D D

E J J

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P I

E R

H O

R O

N I S

L A

N D

E P

C-309

S M

E S C

O U

N T

R O

N I S

L A

N D C

O M

P L

O S

S S

E C

N S

EL. 535.0

EL. 537.0

30' 30'

3H:1V

EL. 528.0

A D

H L

W E

K -1

-B -0

E J J

S T

A G

E I I

G O

O S

E L

A K

E P

O O

B E

R M

E P

C -3 x x x .d g n

GOOSE LAKE (POOL 1) BERM CROSS SECTIONS (BASE BID)

B L

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

0 25 50 75-25-50-75-100-125-150

10+00B 515

0 25 50 75-25-50-75-100-125-150

11+00B 515

0+00B

1+00B

2+00B

3+00B

4+00B

5+00B

9+00B

8+00B

7+00B

6+00B

A N

S I

D c p w w o rk in g \m v r\ b e d d e jj \d

C -3 x x x .d g n

B E

D D

E J J

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P I

E R

H O

R O

N I S

L A

N D

E P

C-310

S M

E S C

O U

N T

R O

N I S

L A

N D C

O M

P L

O S

S S

E C

SEL. 528.0

EL. 535.0

EL. 537.0

30' 30'

3H:1V

A D

H L

W E

K -1

-B -0

E J J

S T

A G

E I I

G O

O S

E L

A K

E P

O O

B E

R M

E P

C -3 x x x .d g n

GOOSE LAKE (POOL 2) BERM CROSS SECTIONS (BASE BID)

B L

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

0 25 50 75-25-50-75-100-125-150

12+00B 515

0 25 50 75-25-50-75-100-125-150

13+00B 515

0 25 50 75-25-50-75-100-125-150

14+00B 515

0 25 50 75-25-50-75-100-125-150

15+00B 515

0 25 50 75-25-50-75-100-125-150

16+00B 515

0 25 50 75-25-50-75-100-125-150

17+00B 515

0 25 50 75-25-50-75-100-125-150

18+00B 515

0 25 50 75-25-50-75-100-125-150

19+00B 515

0 25 50 75-25-50-75-100-125-150

20+00B 515

0 25 50 75-25-50-75-100-125-150

21+00B 515

0 25 50 75-25-50-75-100-125-150

22+00B 515

0 25 50 75-25-50-75-100-125-150

23+00B 515

0 25 50 75-25-50-75-100-125-150

23+40B 515

A N

S I

D c p w w o rk in g \m v r\ b e d d e jj \d

C -3 x x x .d g n

B E

D D

E J J

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P I

E R

H O

R O

N I S

L A

N D

E P

C-311

S M

E S C

O U

N T

R O

N I S

L A

N D C

O M

P L

O S

S S

E C

N S

EL. 528.0

EL. 535.0

EL. 537.0

30' 30'

3H:1V

A D

H L

W E

K -1

-B -0

E J J

S T

A G

E I I

G O

O S

E L

A K

E P

O O

B E

R M

E P

C -3 x x x .d g n

GOOSE LAKE (POOL 2) BERM CROSS SECTIONS (BASE BID)

B L

S I

D c p w w o rk in g \m v r\ b e d d e jj \d

C -3 x x x .d g n

B E

D D

E J J

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P I

E R

H O

R O

N I S

L A

N D

E P

C-312

S M

E S C

O U

N T

R O

N I S

L A

N D C

O M

P L

F L E

C T

N B

E R

M C

R O

S S S

E C

N S

EL. 535.0

E P

C -3 x x x .d g n

A D

H E J J

H L

W E

K -1

-B -0

S T

A G

E I I

DEFLECTION BERM CROSS SECTIONS (OPTION B)

Sheet

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

0 25 50-25-50

1+25D

1+00D

0+75D

0+50D

0+25D

0+00D 1+50D

1+75D

2+00D

2+25D

2+50D

2+75D 4+25D

4+00D

3+75D

3+50D

3+25D

3+00D 4+50D

4+56D

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

0 25 50 75 100 125 150-25-50-75-100-125-150-175-200-225-250-275-300-325-350

0+00C

0+50C

1+00C

1+50C

2+00C

2+50C

A N

S I

D c p w w o rk in g \m v r\ b e d d e jj \d

C -3 x x x .d g n

B E

D D

E J J

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P I

E R

H O

R O

N I S

L A

N D

E P

C -3 x x x .d g n

C-313

D E

S M

E S C

O U

N T

R O

N I S

L A

N D C

O M

P L

EL. 535.0

50' 50'80'6' 6'

3H:1V 3H:1V

EL. 524.0

150'

EL. 535.0

A D

H L

W E

K -1

-B -0

E J J

S T

A G

E I I

N E

W B

E R

M C

R O

S S S

E C

N S

NEW BERM CROSS SECTIONS (BASE BID)

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

0 25 50 75 100 125 150-25-50-75-100-125-150-175-200-225-250-275-300-325-350

3+00C

4+00C

3+50C

4+50C

5+00C

5+50C

A N

S I

D c p w w o rk in g \m v r\ b e d d e jj \d

C -3 x x x .d g n

B E

D D

E J J

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P I

E R

H O

R O

N I S

L A

N D

E P

C -3 x x x .d g n

C-314

D E

S M

E S C

O U

N T

R O

N I S

L A

N D C

O M

P L

50' 50'80'6' 6'

3H:1V 3H:1V

EL. 524.0

150'

EL. 535.0

A D

H L

W E

K -1

-B -0

E J J

S T

A G

E I I

N E

W B

E R

M C

R O

S S S

E C

N S

NEW BERM CROSS SECTIONS (BASE BID)

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

0 25 50 75 100 125 150-25-50-75-100-125-150-175-200-225-250-275-300-325-350

6+00C

6+50C

7+00C

7+50C

8+00C

8+50C

A N

S I

D c p w w o rk in g \m v r\ b e d d e jj \d

C -3 x x x .d g n

B E

D D

E J J

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P I

E R

H O

R O

N I S

L A

N D

E P

C -3 x x x .d g n

C-315

D E

S M

E S C

O U

N T

R O

N I S

L A

N D C

O M

P L

50' 50'80'6' 6'

3H:1V 3H:1V

EL. 524.0

150'

EL. 535.0

A D

H L

W E

K -1

-B -0

E J J

S T

A G

E I I

N E

W B

E R

M C

R O

S S S

E C

N S

NEW BERM CROSS SECTIONS (BASE BID)

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

0 25 50 75 100 125 150-25-50-75-100-125-150-175-200-225-250-275-300-325-350

10+00C 515

0 25 50 75 100 125 150-25-50-75-100-125-150-175-200-225-250-275-300-325-350

10+50C 515

0 25 50 75 100 125 150-25-50-75-100-125-150-175-200-225-250-275-300-325-350

10+69C 515

9+00C

9+50C

A N

S I

D c p w w o rk in g \m v r\ b e d d e jj \d

C -3 x x x .d g n

B E

D D

E J J

A T

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P I

E R

H O

R O

N I S

L A

N D

E P

C -3 x x x .d g n

C-316

D E

S M

E S C

O U

N T

R O

N I S

L A

N D C

O M

P L

50' 50'80'6' 6'

3H:1V 3H:1V

EL. 524.0

150'

EL. 535.0

A D

H L

W E

K -1

-B -0

E J J

S T

A G

E I I

N E

W B

E R

M C

R O

S S S

E C

N S

NEW BERM CROSS SECTIONS (BASE BID)

File details come from the government source that posted it. Updated Nov 14, 2017.