B.08_W9127N19B0023_PLANS.PDF

PDF 5 MB Posted Jun 7, 2019

Attached to: Rogue River Boat Basin Access Channel Critical Maintenance Dredging 2019
Solicitation number: W9127N-19-B-0023
Issued by: Department of the Army Corps of Engineers Engineering District Portland

About this file

From the source

Drawings Package

View the file

Other files

File	Type	Posted
C.04BidAbstract2019RR.pdf	PDF	Jun 17, 2019
A10_WQ_Sampling_Plan_Boat_Basin_Access_Channel_at_Rogue_River.pdf	PDF	Jun 11, 2019
B.08W9127N19B0023Amendment1.pdf	PDF	Jun 11, 2019
A.02_UC_JA_Rogue_River_Redacted.pdf	PDF	Jun 7, 2019
B.08_W9127N19B0023_SPECS.pdf	PDF	Jun 7, 2019
A.03_19B0023_Pre-Solicitation_20190605_Minutes.pdf	PDF	Jun 6, 2019
A.03_19B0023_Pre-Solicitation_Agenda.pdf	PDF	May 30, 2019

On GovTribe

Work with this file

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

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

COLUMBIA

RIVER

L A

M E

T T

E R

TABLE OF CONTENTS AND VICINITY MAP

FILE

NUMBERNUMBER

DESCRIPTION

CONTRACT DRAWING INDEX

S N

A K

E R

OREGON

PORTLAND

WASHINGTON

NAME

FILE

DRAWING

T A

B L E O

F C

O N

T E

N T S A

N D V

T Y M

A P

LOCATIONS

PROJECT

RBB-IND-000

2RBB-OVR-000

RBB-ROG-000 3

U S

A R

M Y E

N G

E E

R D

T R

T P

O R

T L

A N

C O

R P

S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

D E

N E

D B

C H

E C

K E

D B

D R

A W

N B

A W

A R

D D

A T

P L

O T

S C

A L E

D E

N F

E N

A M

S U

B M

T E

D B

C H

W A

T E

R W

A Y

S M

T S

E C

S O

A T

N N

P L

O T

D A

T E

US ARMY CORPS

OF ENGINEERS

PORTLAND DISTRICT

D A

T E

A P

P R

M A

R K

M A

R K

D A

T E

A P

P R

1 2

43 5

Seasonal Lights and Lighted Dredging RangesOF YOUR CONTRACT

SAFETY IS A PART

K A

R L

A G E

L L

R B

B -I

N D -0

W G

-J

U N -1

DWG 1 OF 4

R O

G U

E R

E R B .B

A C

C E

S S C

H A

N N

E L

M A

T E

N A

N C

E D

R E

D G

T M

E A

T M

ROGUE RIVER

RBB-IND-000

RBB-DIS-000

PLANNING LAYOUT DRAWING

ROGUE RIVER B.B ACCESS CHANNEL

PLANNING LAYOUT DRAWING

PROJECT OVERVIEW

PLANNING LAYOUT DRAWING

UPLAND DISPOSAL SITE

AT ROGUE RIVER

CRITICAL MAINTENANCE DREDGING 2019

BOAT BASIN ACCESS CHANNEL

FILE

NAME

U S

A R

M Y E

N G

E E

R D

T R

T P

O R

T L

A N

C O

R P

S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

D E

N E

D B

C H

E C

K E

D B

D R

A W

N B

A W

A R

D D

A T

P L

O T

S C

A L E

D E

N F

E N

A M

S U

B M

T E

D B

C H

W A

T E

R W

A Y

S M

T S

E C

S O

A T

N N

P L

O T

D A

T E

P L

A N

G L

A Y

O U

T D

R A

US ARMY CORPS

OF ENGINEERS

PORTLAND DISTRICT

D A

T E

A P

P R

M A

R K

M A

R K

RBB-OVR-000

R B

B -O

V R -0

W G

D A

T E

A P

P R

1 2

43 5

OF YOUR CONTRACT

SAFETY IS A PART

M A

T E

N A

N C

E D

R E

D G

R O

G U

E R

E R B .B

A C

C E

S S C

H A

N N

E L

P R

O J E

C T O

V E

R V

W T

M H

E A

T M

H K

A R

L A G E

L L

DWG 2 OF 4

-J

U N -2

MAINTENANCE DREDGING 2019

ROGUE RIVER BOAT BASIN ACCESS CHANNEL

PROJECT OVERVIEW

NOT TO SCALE

ODMDS

ROGUE RIVER

PLACEMENT SITE

UPLAND

WORK AREA

DREDGE

GOLD BEACH

ROGUE RIVER

LEGEND

Primary Control Point Coordinated Survey Points Uncoordinated Survey Points Dredging Ranges

Flow Arrows Harbor Lines State Boundary

Aids to Navigation

Lighthouses

Lights

Lighted Ranges

Lighted Buoys

Unlighted Buoys

Daybeacons

Seasonal Lights and Lighted Dredging Ranges

Benchmarks Gages Staff Recording

Front Rear

Straight Tidal River Mileage from Mouth 10

FLOOD

EBB

Port

Rear

Port

Fixed Occulting

Front

Starboard Mid Channel Junction

Starboard 43

Flashing, FLOW

THE EXISTING PROJECT

provides for an entrance channel 13 feet deep and 300 feet wide and a small boat access channel 10 feet deep and 100 feet wide.

10 2

NOTES

Soundings are shown in feet and indicate depths below MLLW.

Elevations are shown thus: +2, indicating height in feet above MLLW.

Reference is Navigation Chart No. 18601.

The information depicted on this map represents the results of surveys

Aerial Photography taken in 2001 by U.S.G.S.

Horizontal coordinates are based on the Lambert Projection for Oregon, South Zone (NAD 83, U.S. Survey Feet).

Control is by USACE.

Vertical Datum is Mean Lower Low Water 1983-2001. (MLLW is 0.49 feet below North American Vertical Datum (NAVD 88) at the highway bridge.

made on the dates indicated and can only be considered as indicating the general condition existing at that time.

Northing: 301879 Easting: 3862088

STAFF GAGE AT COAST GUARD DOCK

River Mileage conforms to the River Mile Index of the Hydrology and Hydraulics Committee, Pacific Northwest River Basins Commission, June 1968.

X ,8

Y 300,000

X ,8

Y 300,000

FILE

NAME

U S

A R

M Y E

N G

E E

R D

T R

T P

O R

T L

A N

C O

R P

S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

D E

N E

D B

C H

E C

K E

D B

D R

A W

N B

A W

A R

D D

A T

P L

O T

S C

A L E

D E

N F

E N

A M

S U

B M

T E

D B

C H

W A

T E

R W

A Y

S M

T S

E C

S O

A T

N N

P L

O T

D A

T E

P L

A N

G L

A Y

O U

T D

R A

US ARMY CORPS

OF ENGINEERS

PORTLAND DISTRICT

D A

T E

A P

P R

M A

R K

M A

R K

RBB-ROG-000

R B

B -R

O G -0

W G

D A

T E

A P

P R

1 2

43 5

SCALE IN FEET

OF YOUR CONTRACT

SAFETY IS A PART

Y 301,000

Y 300,500

X ,8

Y 301,000

Y 300,500

50' 50' 100' 150' 200'

DREDGE AREA COORDINATES

M A

T E

N A

N C

E D

R E

D G

R O

G U

E R

E R B .B

A C

C E

S S C

H A

N N

A C

C E

S S C

H A

N N

E L

T M

E A

T M

K A

R L

A G E

L L

-J

U N -1

X COORDINATE Y COORDINATE

N.T.S.

-7 ft. MLLW

-6 ft. MLLW5

REQUIRED DEPTH

MAX PAY DEPTH

RIVER MILE: 00+21+00

CROSS SECTION

R M

3863130.28 301093.56

3863237.00 301120.24

3863258.82 301032.92

3863152.11 301006.25

00+20+35

OF DREDGE AREA

DOWNSTREAM LIMIT

00+21+25

OF DREDGE AREA

UPSTREAM LIMIT

-0

-1

-0

-1

-2

-1

-0

-1

-0

-1

-0

-1

-2

-1

-0

-1

-2

-1

-0-0 -0-000

111111

3333333

444454555

555566

7777777

778888888

88888

8888888

8887777877

5 5 5 5 5 5 5 5 5 5 5

5 5 5 5

5 5

5 5 5

5 4 4 4 4 4 4

4 4 4 4 4 4 4 4 4 3 4 4

4 4 4 4 4

4 4 5 5

5 5 5 5 5 5 5 5

5 5 5 5 5 5

6 6 6 6 6

7 7 7 7 7 7 7 7 6 6 5 5 5 5 4

4 4 4 4 4

4 3 3 3 4 4 4 4

4 4

4 4 4 4

4 4

-0

-0 -0

-00

1222222

22223

333333333

44445

66666

666667

77777

76666777776

5 5 5 5

5 5 5 5 5 5 5 5

5 6 5 5 5 5

5 5

5 5 6 6 5 5 5 5 5 5 5 5 5 4 4 4 4 4 4 4

4 4 3 3 3 3 3 4

3 3 4 4 4

4 4 4 4 4 4 4 4 4 5 4 5 4 4 5 5

5 5 5 5 5 5

5 5 6 6 6

6 6 5 5 4 4

3 3 3 3 3 3 3

3 3 3 3 3

3 3 3 3 3 3 3 3 3

-2-2-2-2-2-2 -2-2-2

-2-1-1-1-0-000

1112222

22222

2333333333

344444555555555

66777

77778

777777778888888877

6 6 6 6

6 6

6 6 6 6 6 6 6

6 6 6

6 6 6 6 6 6 6 6 5 5

5 5 5 5 5

5 5 5 4 4 4 4 4 4 4 4

4 4

4 4 4 4 4 4 3

3 3 4 4 4 3 3 4 4 4 4 4

4 4 4

4 5 5

4 5 5 5 5 5

5 4 4 4 3 3 3 3 3

2 2 2 2

2 2 2 2 2 2 2 3 3 3

-1-1 -1

-1 -1

-1 -1-0-0001111111221

2222222 332223333333

33334

444444 44444

555556

666677777776

66666

666667666

5 5 5 5 5 5 5 5 5 5 5 5 5

5 5 5

5 5 5 5 5 5 5 5 5 5

4 4 4 4

4 3 3 3 3 3 3 3 3 3 3 3 3 2

2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2

2 2 2 3 3 3 3 3 3 3 3 3 3 3

3 3 3 3 3 2 2 2 1

1 1

1 1 1 1 1 1 1 2 2 2 2

-1 -1

-1 -0-00000-00

111223

2222222

434444444

45555

66555

56666666

4 4

50' 50' 5'

-6 ft. MLLW CONTOUR

-7 ft. MLLW CONTOUR

DWG 3 OF 4

UPLAND ACCESS: 05-JUN-19

CHANNEL: 07-MAY-19

SURVEY DATES

+2 +2+1

LEGEND

Primary Control Point Coordinated Survey Points Uncoordinated Survey Points Dredging Ranges

Flow Arrows Harbor Lines State Boundary

Aids to Navigation

Lighthouses

Lights

Lighted Ranges

Lighted Buoys

Unlighted Buoys

Daybeacons

Seasonal Lights and Lighted Dredging Ranges

Benchmarks Gages Staff Recording

Front Rear

Straight Tidal River Mileage from Mouth 10

FLOOD

EBB

Port

Rear

Port

Fixed Occulting

Front

Starboard Mid Channel Junction

Starboard 43

Flashing, FLOW

THE EXISTING PROJECT

provides for an entrance channel 13 feet deep and 300 feet wide and a small boat access channel 10 feet deep and 100 feet wide.

NOTES

Soundings are shown in feet and indicate depths below MLLW.

Elevations are shown thus: +2, indicating height in feet above MLLW.

Reference is Navigation Chart No. 18601.

The information depicted on this map represents the results of surveys

Aerial Photography taken in 2001 by U.S.G.S.

Horizontal coordinates are based on the Lambert Projection for Oregon, South Zone (NAD 83, U.S. Survey Feet).

Control is by USACE.

Vertical Datum is Mean Lower Low Water 1983-2001. (MLLW is 0.49 feet below North American Vertical Datum (NAVD 88) at the highway bridge.

made on the dates indicated and can only be considered as indicating the general condition existing at that time.

Northing: 301879 Easting: 3862088

STAFF GAGE AT COAST GUARD DOCK

River Mileage conforms to the River Mile Index of the Hydrology and Hydraulics Committee, Pacific Northwest River Basins Commission, June 1968.

FILE

NAME

U S

A R

M Y E

N G

E E

R D

T R

T P

O R

T L

A N

C O

R P

S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

D E

N E

D B

C H

E C

K E

D B

D R

A W

N B

A W

A R

D D

A T

P L

O T

S C

A L E

D E

N F

E N

A M

S U

B M

T E

D B

C H

W A

T E

R W

A Y

S M

T S

E C

S O

A T

N N

P L

O T

D A

T E

US ARMY CORPS

OF ENGINEERS

PORTLAND DISTRICT

D A

T E

A P

P R

M A

R K

M A

R K

RBB-DIS-000

R B

B -D

-0

W G

D A

T E

A P

P R

1 2

43 5

SCALE IN FEET

OF YOUR CONTRACT

SAFETY IS A PART

50' 50' 100' 150' 200'

M A

T E

N A

N C

E D

R E

D G

R O

G U

E R

E R B .B

A C

C E

S S C

H A

N N

T M

E A

T M

K A

R L

A G E

L L

-J

U N -1

Y 300,000

X ,8

Y 300,500

Y 299,500

X ,8

Y 299,500

Y 300,000

Y 300,500

SITE ACCESS

M N

UPLAND PLACEMENT SITE

DO NOT DISTURB

WETLANDS

ARE IN ELEVATION

UPLAND SITE SOUNDINGS

NOTE:

PIPE

OUTFALL

3861607.61 300037.81

3861944.50 300274.77

3862094.46 300352.05

3862141.00 300208.90

3862301.75 300054.80

3862331.82 300012.00

3862084.76 300068.82

3861978.41 299982.01

3862003.60 299926.29

3861969.81 299863.45

3861895.42 299812.57

G 3862330.66 299965.51

3861763.42 299833.17

3861696.57 299896.10

X COORDINATE Y COORDINATE

P L

A N

G L

A Y

O U

T D

R A

ODMDS

ROGUE RIVER

N.T.S.

X COORDINATE Y COORDINATE

ODMDS COORDINATES

A N

D O

D M

D S

P L

A C

E M

E N

T S

E S U

P L

A N

3852406.48 291657.53

3855369.78 293949.81

3856286.82 292690.45

3853323.47 290398.04

USAGE REQUIREMENTS

UTILIZATION PLAN" FOR

"ROGUE ODMDS 2019

SEE DISPOSAL PLAN

DWG 4 OF 4

29-JUN-17

SURVEY DATE

UPLAND SITE

05-JUN-19

SURVEY DATE

SITE ACCESS

SOUNDINGS ARE IN DEPTH

UPLAND SITE WATER ACCESS

NOTE:

SITE COORDINATES

UPLAND PLACEMENT

H 3862262.53 299987.70

20 17 13

131719

21202020

19 19

21 18

131414

14 12 11

151413 14

15 13

202325

19 20

24 2118

1212 13

27 27

252525

171717

+2 +2+1

00-RBB-TLT-000_Signed

01-RBB-IND-000

02-RBB-OVR-000

03-RBB-ROG-000

04-RBB-DIS-000

File details come from the government source that posted it.