08B0004_Full_Size_Part2.pdf

PDF 23 MB Posted

Attached to
Pool 8 Islands Phase 3 Stage 3A, Habitat Rehabilitation and Enhancement Project (HREP)
Solicitation number
W912ES-08-B-0004
Issued by

About this file

Plans/drawings Part 2 of 3

View the file

Other files

File Type Posted
Bid abstract and Cert.pdf PDF
Pool 8 Bid Abstract.xls XLS spreadsheet
Pool 8 Amendment 3.pdf PDF
Pool 8 Amendment 2.pdf PDF
AC113_M-P8P3S3_STPLN_C-111328.pdf PDF
Pool 8 Amendment 1.doc DOC document
AC302_M-P8P3S3_SECT_C-330230.pdf PDF
AC111_M-P8P3S3_STPLN_C-111126.pdf PDF
AC301_M-P8P3S3_SECT_C-330129.pdf PDF
08B0004_Full_Size_Part3.pdf PDF
08B0004_Full_Size_Part1.pdf PDF
08B0004.pdf PDF
Show all 12

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

630 6

630630

615615

620 62 0 620

620 620

62562

D w n b y

D e s ig n e d b y

D a t e

R e v

C k d b y

US Army Corps of Engineers

St. Paul District

Sheet reference number:

A

B

C

D

2 3 4 5

A u t h o r it y

F il e

N a m e

P lo t

D a t e

P lo t

S c a le

D r a w in g u m b e r

S o li c it a t io n o

S y m b o l

D e s c r ip t io n A p p r

D a t e

H o r iz o n t a l C o o r d in a t e

S y s t e m

V e r t ic a l C o o r d in a t e

S y s t e m

Sheet of

D E

P A

R T

M E

T

O F

H

E

A R

M Y

S T

P A

U L

M

IN

N E

S O

T A

C O

R P

S

G

IN

E E

R S

S T

P A

U L

D

IS

T R

IC

T X

X

U

M

Z

N E

N A

D

R V

Y

C O

N S

T R

U C

T

IO

A W

IN

G

M

IS

S

IS

S

IP

P I R

IV

E R

P

O O

L

H O

U S

T

C

U N

T Y

M N

E N

V

M G

M T

P R

O G

P O

O L

IS

L A

N

A S

A G

E

A

W

E S

B

D

M S

L

A

D J

CANADA PACIFIC RAILROAD

N

COON SLOUGH LIGHT

& DAYMARK 687.2L

MILE 687

YEBLES

WILDCAT PARK

LANDING

WELL

MILE 688

BROWNSVILLE

DAYMARK

688.4 L

RAFT CHANNEL

HEAD LIGHT &

DAYMARK

688.0 R

DIAMOND JOE

DAYMARK

688.7 R

T. BISSEN

BROWNSVILLE

BROWNSVILLE BAY

LIGHT & DAYMARK

689.2 L

BROWNSVILLE BAY

LIGHT & DAYMARK

690.0 R

2802P

MILE 689 MILE 690

MINNESOTA

WISCONSIN

EXISTING WINGDAM

(TYP.)

G C

W J J F J S

H

G C

W J

B M

R P

R P

C D

0 600’600’ 300’

ISLAND N1

STAGE 2A

ABOVE BROWNSVILLE APPROVED

SAND BORROW AREA

SCHNICKS BAY MANDATORY

FINE BORROW AREA

S

IT

A

B

T H

Y M

E T

R Y

C-104

P C

M P

P

S

S T

P L

N

C

.D

G N

PLAN VIEW

C

IV

IL

S

SITE BATHYMETRY

HEAD OF RAFT CHANNEL

APPROVED SAND BORROW AREAS

BROWNSVILLE

PLACEMENT

SITE

7 6

D w n b y

D e s ig n e d b y

D a t e

R e v

C k d b y

US Army Corps of Engineers

St. Paul District

Sheet reference number:

A

B

C

D

2 3 4 5

A u t h o r it y

F m e

P lo t

D a t e

P lo t

S c a le

D r a w m b e r

S o li c it a t

S y m b o l

D e s c r ip t io n A p p r

D a t e

H o r iz o n t a l C o o r d in a t e

S y s t e m

V e r t ic a l C o o r d in a t e

S y s t e m

Sheet of

D E

P A

R T

M E

M Y

S T

P A

U L

M

IN

N E

S O

T A

C O

R

G

IN

E E

R S

S T

P A

T R

IC

T X

X

U

N E

N A

D

R V

C O

N S

T R

U C

T

A W

IN

G

M

IS

S

IS

S

IP

P I R

IV

E R

P

O O

L

H O

U S

T

U N

T Y

M N

E N

V

M G

M T

P R

O G

P O

O L

IS

L A

N

A S

A G

E

A

W

E S

B

D

M S

L

A

D J

C

A

C

A a CC a

C

B

C

B a C C a

C

C

C

C a a

C

C

C2

0+0

C

00-60M

00-61M

00-63M

01-79M

01-81M

400’0 200’

SCALE:1"=200’

N

SEED ISLAND

SAND DOWNSTREAM OF ROCK

ISLAND C2A

ISLAND C2B

ISLAND C2C

GENERAL NOTES:

G C

W J J F J S

H

G C

W J

B M

IS

L

A

A

C

C

P L

A N

R A

A N

N E

L

F L

O W

M I

N N

E S

O T

A W I S

C O

N S I

N

STAGE 2A ISLAND W2

PLAN LAYOUT

STAGE 2B ISLAND W3

PLAN LAYOUT

SEED ISLAND

SAND UPSTREAM AND DOWNSTREAM OF ROCK

ROCK LOG ISLAND

(5) ROCK MOUNDS

1. STAGE 2B ISLAND W2 AND W3 AS SHOWN ARE PLAN LAYOUTS

CONSTRUCTED SUMMER 2008. CONTRACTOR SHALL FIELD VERIFY

ACTUAL LOCATION AND LAYOUT OF CONSTRUCTED ISLANDS.

C-105

P C

M P

P

S

S T

P L

N

C

.D

G N

ISLAND C2

SEE SHEET C-106

C

IV

IL

S

D w n b y

D e s ig n e d b y

D a t e

R e v

C k d b y

US Army Corps of Engineers

St. Paul District

Sheet reference number:

A

B

C

D

2 3 4 5

A u t h o r it y

F m e

P lo t

D a t e

P lo t

S c a le

D r a w m b e r

S o li c it a t

S y m b o l

D e s c r ip t io n A p p r

D a t e

H o r iz o n t a l C o o r d in a t e

S y s t e m

V e r t ic a l C o o r d in a t e

S y s t e m

Sheet of

D E

P A

R T

M E

M Y

S T

P A

U L

M

IN

N E

S O

T A

C O

R

G

IN

E E

R S

S T

P A

T R

IC

T X

X

U

N E

N A

D

R V

C O

N S

T R

U C

T

A W

IN

G

M

IS

S

IS

S

IP

P I R

IV

E R

P

O O

L

H O

U S

T

U N

T Y

M N

E N

V

M G

M T

P R

O G

P O

O L

IS

L A

N

A S

A G

E

A

W

E S

B

D

M S

L

A

D J a

C

C

C C

C

C

C

C

C

C a

C2

+0

C2

+0

C2 1 0+00

C2 15+00

C2

0+0

C

C

C2

5+0

C2

8+0

C

C

C

C a

C

C

C C a

C

C

C4 15+00

C4

0+0

00-53M

00-54M

00-56M

00-62M

01-75M

01-79M

N

400’0 200’

SCALE:1"=200’

ISLAND C2

ISLAND C3

SAND FLAT

RIPRAP END PROTECTION

WITH SAND TIP

RIPRAP END PROTECTION

WITH SAND TIP

RIPRAP END PROTECTION

WITH SAND TIP

RIPRAP END PROTECTION

WITH SAND TIP

SAND FLAT

S

RIPRAP BANK

PROTECTION

STA C2 19+54

END SAND FLAT

RIPRAP BANK

PROTECTION

S T

A

C

+6

E N

D

R

IP

R A P

E

A T

ROCK VANES (TYP)

ROCK VANES (TYP)

ROCK GROINS (TYP)

ROCK GROINS (TYP)

GENERAL NOTES:

G C

W J J F J S

H

G C

W J

B M

IS

L

A

P L

V

IE

W

00-55M

STA C2 11+20

START RIPRAP STA

C2

+6

END

RI

PRAP

S T

A

C

S T

A R T

R

O C

K L O

G

IS

L A N

D

S T

A

C

E N

D

R

O C

K L O

G

IS

L A N

D

S T

A

C

+4

E N

D

R

IP

R A P

R A

A N

N E

L F

L O

W

M I

N N

E S

O T

A W I S

C O

N S I

N

STAGE 2B ISLAND W2

PLAN LAYOUT

R 10’ ROCK

J-HOOK VANE

R 20’ ROCK

J-HOOK VANES

ROCK VANES (TYP.)

APPROXIMATE LOCATION OF

EXISTING TIRE ISLAND

(SEE NOTE 3)

ROCK GROIN

ROCK GROIN

ROCK/LOG SILL

(12) ROCK MOUNDS

TIRE ISLAND LOCATION

LEGEND

ROCK GROINS (TYP)

1.

2.

3.

4.

ROCK GROINS SHALL BE PLACED AT 180’ O.C. (ALONG EDGE OF BERM)

UNLESS OTHERWISE NOTED.

ROCK VANES INCLUDING ROCK J-HOOKS VANES, SHALL BE PLACED AT 90’

O.C. (ALONG EDGE OF BERM)UNLESS OTHERWISE NOTED.

LOCATION OF EXISTING TIRE ISLAND IS APPROXIMATE. THERE ARE

TIRES & CONCRETE BLOCKS BURIED IN THIS APPROXIMATE LOCATION.

CONTRACTOR SHALL AVOID THIS AREA.

STAGE 2B ISLAND W2 AS SHOWN IS A PLAN LAYOUT CONSTRUCTED

SUMMER 2008. CONTRACTOR SHALL FIELD VERIFY ACTUAL LOCATION

AND LAYOUT OF CONSTRUCTED ISLAND.

ISLAND C4

SEE SHEET C-107

C-106

P C

M P

P

S

S T

P L

N

C

.D

G N

C

IV

IL

S

75’

262’

D w n b y

D e s ig n e d b y

D a t e

R e v

C k d b y

US Army Corps of Engineers

St. Paul District

Sheet reference number:

A

B

C

D

2 3 4 5

A u t h o r it y

F m e

P lo t

D a t e

P lo t

S c a le

D r a w m b e r

S o li c it a t

S y m b o l

D e s c r ip t io n A p p r

D a t e

H o r iz o n t a l C o o r d in a t e

S y s t e m

V e r t ic a l C o o r d in a t e

S y s t e m

Sheet of

D E

P A

R T

M E

M Y

S T

P A

U L

M

IN

N E

S O

T A

C O

R

G

IN

E E

R S

S T

P A

T R

IC

T X

X

U

N E

N A

D

R V

C O

N S

T R

U C

T

A W

IN

G

M

IS

S

IS

S

IP

P I R

IV

E R

P

O O

L

H O

U S

T

U N

T Y

M N

E N

V

M G

M T

P R

O G

P O

O L

IS

L A

N

A S

A G

E

A

W

E S

B

D

M S

L

A

D J

C5

+0

C

C

C a

C

C a

C

C a

C

C

C C a

C

C C

C C

C

C

C

C

C a

C4 0 +00

C4 5 +00

C4

0+0

C4 15+00

C4

0+0

C

C4

9+0

00-52M

00-53M

00-55M

00-56M

01-73M

01-74M

03-108M

03-109M

03-110M

03-111M

03-112M

C a

N

400’0 200’

SCALE:1"=200’

C A

N A

C

IF

IC

IL

R O

A D

RIPRAP END PROTECTION

WITH SAND TIP

RIPRAP END PROTECTION

WITH SAND TIP

RIPRAP END PROTECTION

WITH SAND TIP

RIPRAP END PROTECTION

WITH SAND TIP

SAND FLAT

SAND FLAT

MUD FLAT

STA C4 14+84

STA

C4

+0

S

ROCK VANES (TYP)

ROCK VANES (TYP)

ROCK GROINS (TYP)

ROCK GROINS (TYP)

GENERAL NOTES:

G C

W J J F J S

H

G C

W J

B M

IS

L

A

P L

V

IE

W

STA C4 24+00

SAND FLAT

E

A T

S T

A

R T

U N

D

R A

A N

N E

L

F L

O W

M I

N N

E S

O T

A W I S

C O

N S I

N

SAND FLAT

(TYP.)

SAND TIP

(TYP.)

GROIN 10’ PAST

SAND FLAT

T

U N

D

S T

A

.4

S T

A

.4

T

U N

D

C

C

DETAIL

ISLAND C5 TURTLE MOUND

PLAN VIEW

200’0 100’

SCALE:1"=100’

50’X50’

TURTLE

MOUND

TURTLE MOUND (SEE DETAIL)

R 20’ ROCK

J-HOOK VANE

R 10’ ROCK

J-HOOK VANE

R 10’ ROCK

J-HOOK VANE

START RIPRAP

END

RI

PRAP

S

E

N D

T

IPS

T A

C

S T

A R T

S

A N

D

T

IP

RIPRAP BANK

PROTECTION

WITH SAND TIP

EXISTING TIRE ISLAND

(APPROX.) (SEE NOTE 3)

ISLAND C4 (OPTION 1)

ISLAND C5

(OPTION 2)

TIRE ISLAND LOCATION

LEGEND

1. ROCK GROINS SHALL BE PLACED AT 180’ O.C. (ALONG EDGE OF BERM)

UNLESS OTHERWISE NOTED.

2. ROCK VANES INCLUDING ROCK J-HOOK VANES, SHALL BE PLACED AT

90’ O.C. (ALONG EDGE OF BERM) UNLESS OTHERWISE NOTED.

3. LOCATION OF EXISTING TIRE ISLAND IS APPROXIMATE. THERE ARE

TIRES & CONCRETE BLOCKS LOCATED IN THIS APPROXIMATE LOCATION.

CONTRACTOR SHALL AVOID THIS AREA.

ISLAND C3

SEE SHEET C-106

C-107

P C

M P

P

S

S T

P L

N

C

.D

G N

C

IV

IL

S

E L

E L

N a a

C

C

C

A

C

C

C

C

C C

C a

N

N

N

N

N

N

N

N

N a a a

N

N

N

N

D w n b y

D e s ig n e d b y

D a t e

R e v

C k d b y

US Army Corps of Engineers

St. Paul District

Sheet reference number:

A

B

C

D

2 3 4 5

A u t h o r it y

F m e

P lo t

D a t e

P lo t

S c a le

D r a w m b e r

S o li c it a t

S y m b o l

D e s c r ip t io n A p p r

D a t e

H o r iz o n t a l C o o r d in a t e

S y s t e m

V e r t ic a l C o o r d in a t e

S y s t e m

Sheet of

D E

P A

R T

M E

M Y

S T

P A

U L

M

IN

N E

S O

T A

C O

R

G

IN

E E

R S

S T

P A

T R

IC

T X

X

U

N E

N A

D

R V

C O

N S

T R

U C

T

A W

IN

G

M

IS

S

IS

S

IP

P I R

IV

E R

P

O O

L

H O

U S

T

U N

T Y

M N

E N

V

M G

M T

P R

O G

P O

O L

IS

L A

N

A S

A G

E

A

W

E S

B

D

M S

L

A

D J

N

X X

400’0 200’

N

100’25’0 50’

DETAIL

J

M

GROINS

(TYP)

ROCK VANES

(TYP)

GENERAL NOTES:

NOTES:

R 10’ ROCK

JHOOK VANE

R 20’ ROCK

R 10’ ROCK

1. ROCK VANES, INCLUDING ROCK J-HOOK VANES, SHALL BE SPACED

90’ O.C. (ALONG EDGE OF BERM) UNLESS OTHERWISE NOTED.

2. ROCK GROINS SHALL BE SPACED 180’ O.C. (ALONG EDGE OF BERM)

UNLESS OTHERWISE NOTED.

IS

L

A

P L

A N

G C

W J J F J S

H

G C

W

ISLAND N3

STAGE 2A

(BY OTHERS)

ISLAND N4

STAGE 2A

(BY OTHERS)

ISLAND N1

STAGE 2A

CONSTRUCTED

BY OTHERS

1. STAGE 2A ISLANDS N1, N3 AND N4 AS SHOWN ARE PLAN LAYOUTS

CONSTRUCTED BY OTHERS IN SUMMER 2007. CONTRACTOR SHALL

FIELD VERIFY THE ACTUAL LOCATION AND LAYOUT OF THE CONSTRUCTED

N1, N3 AND N4 ISLANDS.

ISLAND N1

STAGE 2A

(BY OTHERS)

RIPRAP BANK

PROTECTION

(BOTH SIDES)

N

S

E

IP

R A

P

ISLAND N2

RIPRAP BANK PROTECTION

(BOTH SIDES)

TIE N2 RIPRAP/ISLAND INTO

EXISTING N1 RIPRAP/ISLAND

AT EL. 631.3 (APPROX.)

ISLAND N2 TRANSITION TO ISLAND N1

ISLAND N1 CONSTRUCTED BY OTHERS

RIPRAP END

PROTECTION

ISLAND N2

(OPTION 3)

C-108

P C

M P

P

S

S T

P L

N

C .D

G N

C

IV

IL

S

File details come from the government source that posted it. Updated .