B.08_19B0014_AmendedPlans.pdf

PDF 6 MB Posted Jun 20, 2019

Attached to: Garibaldi - Depoe Bay Pipeline Maintenance Dredging 2019
Solicitation number: W9127N-19-B-0014
Issued by: Department of the Army Corps of Engineers Engineering District Portland

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Amendment 0001 - Plans

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Other files

File	Type	Posted
C.04BidAbstract2019DepoeBay.pdf	PDF	Jul 3, 2019
B.08_19B0014_Amendment0001.pdf	PDF	Jun 20, 2019
B.08_Garibaldi-DepoeBay_19B0014_Specs.pdf	PDF	May 22, 2019
B.08_Garibaldi-DepoeBay_19B0014_Plans.pdf	PDF	May 22, 2019
A.03_19B0014_Pre-Solicitation_20190502_Minutes.pdf	PDF	May 3, 2019
A.03_19B0014_Pre-Solicitation_Agenda.pdf	PDF	Apr 25, 2019
B.08_GDP_BCOES_SPECS.pdf	PDF	Apr 25, 2019
B.08_GDP_BCOES_PLANS.pdf	PDF	Apr 25, 2019

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T M

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COLUMBIA

RIVER

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TABLE OF CONTENTS AND VICINITY MAP

FILE

NUMBERNUMBER

DESCRIPTION

CONTRACT DRAWING INDEX

S N

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OREGON

LOCATIONS

PROJECT

NEVADA

CALIFORNIA

WASHINGTON

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O N

SAFETY IS A PART

OF YOUR CONTRACT

1 3 4 5

21 3 4 5

M A

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D E

S C

N D

A T

E A

P P

M A

R K

D E

S C

N D

A T

E A

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US ARMY CORPS

OF ENGINEERS

PORTLAND DISTRICT

1 3 4 5

21 3 4 5

M A

R K

D E

S C

N D

A T

E A

P P

M A

R K

D E

S C

N D

A T

E A

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US ARMY CORPS

OF ENGINEERS

PORTLAND DISTRICT

1 3 4 5

21 3 4 5

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D E

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N D

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US ARMY CORPS

OF ENGINEERS

PORTLAND DISTRICT

NAME

FILE

DRAWING

IDAHO

T A

B L E O

F C

O N

T E

N T S A

N D V

T Y M

A P

D A

T E

P L

O T

DWG 1 OF 4

GDP-IND-000

G D

P -I

N D -0

W G

GDP-GPS-000

GDP-GAC-000

GDP-IND-000

S O

A T

GARIBALDI

DEPOE BAY

E A

MAINTENANCE DREDGING 2019

GARIBALDI / DEPOE BAY PIPELINE

M A

T E

N A

N C

E D

R E

D G

G A

A L

D I

D E

P O

E B

A Y P

E L

GDP-DEP-000 4

PLANNING LAYOUT DRAWING

DEPOE BAY

PLANNING LAYOUT DRAWING

GARIBALDI FLOW LANE PLACEMENT

PLANNING LAYOUT DRAWING

GARIBALDI BOAT BASIN ACCESS CHANNEL

-M

A Y -1

MORGAN

BOAT

Garibaldi 19 Fl W

X ,3

Y 707,000

X ,3

Y 706,000

X ,3

Y 706,000

Y 707,000

52+8

-15' MLLW CONTOUR

-17' MLLW CONTOUR

STA. 03+00+00

OF DREDGE AREA #1

DOWNSTREAM LIMIT

STA. 03+09+71

OF DREDGE AREA #1

UPSTREAM LIMIT

ACCESS CHANNEL

OF DREDGE AREA #2

DOWNSTREAM LIMIT

ACCESS CHANNEL

OF DREDGE AREA #2

UPSTREAM LIMIT

DREDGE AREA #1

-13' MLLW CONTOUR

-14' MLLW CONTOUR

DREDGE AREA #2

1 3 4 5

21 3 4 5

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

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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

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

D A

T E

A P

P R

M A

R K

G A

A L

D I

P L

A N

G L

A Y

O U

T D

R A

T M

E A

T M

H K

A R

L A G E

L L

S O

A T

N N

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

SCALE IN FEET

OF YOUR CONTRACT

SAFETY IS A PART

7327659.86 706221.20

7328612.06 706394.83

706368.277327632.45

7328589.06 706543.53

7327641.92 706367.04 made on the dates indicated and can only be considered as indicating the The information depicted on this map represents the results of surveys

Control is by USACE and NOS-C&GS.

general condition existing at that time.

NOTES

Location of river mile markers and terrain features are approximate.

Reference is Navigation Chart No. 18558.

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

Aerial photography taken by U.S.D.A. Fall 2009

U.S. Survey Feet).

Northing: 707374 Easting: 7327846

STAFF GAGE AT FUEL DOCK GARIBALDI MARINA

Datum is Mean Lower Low Water. (MLLW is 3.09 feet below National Geodetic

Vertical Datum at the Garibaldi boat basin, 1947 adjustment.)

Coordinates are based on the Lambert Projection for Oregon, North Zone (NAD 83, Soundings are shown in feet and indicate depths below MLLW.

bar to deep water in the bay and thence a channel 18 feet deep and 200 feet wide to a turning basin 18 feet deep and 500 feet wide in

THE EXISTING PROJECT

Provides for a channel 18 feet deep and 200 feet wide across the ocean at Garibaldi. The turning basin in Miami Cove is not currently maintained.

Miami Cove at Reedsport.

Also provides for a small boat basin and an approach 12 feet deep

X COORDINATE Y COORDINATE

DREDGE AREA #1 COORDINATES

7328589.06 706543.53

7328515.96 707016.20

706491.777328311.44

7328367.76 706993.09

7328419.61 706660.56

X COORDINATE Y COORDINATE

DREDGE AREA #2 COORDINATES

50' 50' 100' 150' 200'

B O

A T B

A S

C C

E S

S C

H A

N N

E L

GDP-GAC-000

M A

T E

N A

N C

E D

R E

D G

G A

A L

D I P

E L

D E

P O

E B

A Y

DWG 2 OF 4

G D

P -G

A C -0

W G

-M

A Y -1

BETWEEN POINTS D AND E

VERTICAL SLOPE

30-APR-19

SURVEY DATE

STA. 03+03+00

CROSS SECTION A - A

50' 97'

CROSS SECTION B - B

-13' MLLW

-14' MLLW

20 B

(BETWEEN DREDGE AREAS)

BETWEEN POINTS C AND G

VERTICAL SLOPE

9 8

8 8

7 7

-15' MLLW

-17' MLLW

N.T.S.

REQUIRED DREDGING DEPTH

MAXIMUM PAY DEPTH

N.T.S.

REQUIRED DREDGING DEPTH

MAXIMUM PAY DEPTH

X ,3

Y 707,000

Y 706,000Y 706,000

Y 707,000

X ,3

1 3 4 5

21 3 4 5

FILE

NAME

U S

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M Y E

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C O

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S O

F E

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P O

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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

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

D A

T E

A P

P R

M A

R K

G A

A L

D I

T M

E A

T M

H K

A R

L A G E

L L

S O

A T

N N

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

SCALE IN FEET

OF YOUR CONTRACT

SAFETY IS A PART

made on the dates indicated and can only be considered as indicating the The information depicted on this map represents the results of surveys

Control is by USACE and NOS-C&GS.

general condition existing at that time.

NOTES

Location of river mile markers and terrain features are approximate.

Reference is Navigation Chart No. 18558.

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

Aerial photography taken by U.S.D.A. Fall 2009

U.S. Survey Feet).

Northing: 707374 Easting: 7327846

STAFF GAGE AT FUEL DOCK GARIBALDI MARINA

Datum is Mean Lower Low Water. (MLLW is 3.09 feet below National Geodetic

Vertical Datum at the Garibaldi boat basin, 1947 adjustment.)

Coordinates are based on the Lambert Projection for Oregon, North Zone (NAD 83, Soundings are shown in feet and indicate depths below MLLW.

bar to deep water in the bay and thence a channel 18 feet deep and 200 feet wide to a turning basin 18 feet deep and 500 feet wide in

THE EXISTING PROJECT

Provides for a channel 18 feet deep and 200 feet wide across the ocean at Garibaldi. The turning basin in Miami Cove is not currently maintained.

Miami Cove at Reedsport.

Also provides for a small boat basin and an approach 12 feet deep

CELL A

DISPOSAL SITE COORDINATES

CELL B

DISPOSAL SITE COORDINATES

CELL C

DISPOSAL SITE COORDINATES

CELL A

CELL B

CELL C

X COORDINATE Y COORDINATE X COORDINATE Y COORDINATE Y COORDINATEX COORDINATE

X ,3

DWG 3 OF 4

P L

A C

E M

E N

T S

E L

A Y

O U

T D

R A

50' 50' 100' 150' 200'

F L

O W L

A N

E P

L A

C E

M E

N T S

7324673.75 706601.26

7325268.75 706523.99

7325255.87 706424.82

7324660.87 706502.09

7325268.75 706523.99

7325863.76 706446.71

7325850.88 706347.54

7325255.87 706424.82

7324859.20 706476.34

7325652.54 706373.30

7325639.66 706274.14

7324846.33 706377.17

GDP-GPS-000

M A

T E

N A

N C

E D

R E

D G

G A

A L

D I

D E

P O

E B

A Y P

E L

G D

P -G

P S -0

W G

-J

U N -1

12-JUN-19

SURVEY DATE

MORGAN

BOAT

Garibaldi 19 Fl W

X ,3

52+8

NOT TO SCALE

GARIBALDI OVERVIEW

USING ALL CELLS

PLACE MATERIAL PROPORTIONATELY

ONE CELL: 100' X 800'

TWO CELLS: 100' x 600'

THE END OF EBB TIDE.

TERMINATE DISCHARGE BEFORE

INITIATE DISCHARGE DURING EBB TIDE.

MAXIMUM 2 FEET LIFT ALLOWED

STA. 02+23+00 TO 02+35+00

GARIBALDI FLOW LANE PLACEMENT SITE

CELL A

CELL B

CELL C

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