B.08_W9127N21B0007_Advertise_Plans.pdf

DATE:

US ARMY CORPS

OF ENGINEERS

PORTLAND DISTRICT

DRAWINGS IN THIS SET

RECOMMENDATION AND APPROVAL OF ALL THE

SIGNATURES AFFIXED HEREON INDICATE OFFICIAL

CHIEF, OPERATIONS DIVISION

DWANE E. WATSEK

CHIEF, ENGINEERING AND CONSTRUCTION DIVISION

ELIZABETH R. WELLS, P.E.

CHANNELS AND HARBORS PROJECT

OPERATIONS PROJECT MANAGER

RONALD S. FLODIN, P.E.

COLONEL, EN COMMANDING

MICHAEL D. HELTON, PMP

SEDIMENT REMOVAL 2021

DEPOE BAY CATCH BASIN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

US ARMY CORPS

OF ENGINEERS

PORTLAND DISTRICT

OF YOUR CONTRACT

SAFETY IS A PART

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D D

IS

T R

IC

T P

O R

T L

A N

D

O R

C H

A N

N E

L S A

N D H

A R

B O

R S P

R O J E

C T

O P

E R

A T

IO

N S D

IV

IS

IO

N

COLUMBIA

RIVER

W

IL

L A

M E

T T

E R

IV

E

R

TABLE OF CONTENTS AND VICINITY MAP

FILE

NUMBERNUMBER

DESCRIPTION

CONTRACT DRAWING INDEX

S N

A K

E

R

IV

E R

P A

C

IF

IC

O

C E

A N

OREGON

NEVADA

CALIFORNIA

WASHINGTON

DRAWING

IDAHO 3DEP-SZP-000

DEP-SCB-000

DEP-IND-000

DEPOE BAY

DEP-UPS-000 4

LOCATION

PROJECT

DEPOE BAY CATCH BASIN LAYOUT DRAWING

SURF-ZONE PLACEMENT SITE DETAIL

UPLAND PLACEMENT SITE DETAIL

N

T A

B L E O

F C

O N

T E

N T S A

N D V

IC

IN

IT

Y M

A P

SEDIMENT REMOVAL 2021

DEPOE BAY CATCH BASIN

S E

D

IM

E N

T R

E M

O V

A L

D E

P O

E B

A Y C

A T

C H B

A S

IN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

J R

K

K A

R L

A G E

L L

IS

J R

K

T S

G W

N F

Y C

X X

X X

W

N

B

:1

-M

A R -2

DWG 1 OF 4

DEP-IND-000

SHEET ID

X COORDINATE Y COORDINATE

A

B

C

D

E

F

SCALE IN FEET

US ARMY CORPS

OF ENGINEERS

PORTLAND DISTRICT

OF YOUR CONTRACT

SAFETY IS A PART

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D D

IS

T R

IC

T P

O R

T L

A N

D

O R

C H

A N

N E

L S A

N D H

A R

B O

R S P

R O J E

C T

O P

E R

A T

IO

N S D

IV

IS

IO

N

25' 25' 50' 75' 100'

O V

E R

H E

A D

O

W E

R

L I N

E

OV

ERHEAD POW

ER LINE

O V

E R

H E

W

N

E

F

IS

H

D D

E R

M B

L

M B

L

T S

G

:2

P E

D E S T

R

IA

B

ID

G E

U N

D E

R G

R O

U

S

W

N

E

UNDERGROUND SEW

ER LINE

P L

A N

N

IN

G L

A Y

O U

T D

R A

W

IN

G

A

A

W

N

B

+5

+3 ft MLLW

+2 ft MLLW

91'

CROSS SECTION A - A

NOT TO SCALE

NOTES

REQUIRED GRADE

MAXIMUM PAY GRADE

+15

+10

C A

T C

H B

A S

IN

CHECK

DAM

+1 0.

0'

ACCEPTANCE AREA COORDINATES

A

B

C

D

E

F

7278705.58 436257.63

7278783.16 436310.57

7278806.32 436277.73

7278795.21 436228.54

7278811.80 436195.11

04-AUG-2020

SURVEY DATE

PRE/POST SURVEY

G R

A V

C

C E

A D

X ,2

,5

X ,2

,5

,2

,7

,2

,7

,2

,0

X ,2

,0

Y 436,250

Y 436,500

Y 436,500

Y 436,250

South D epoe Bay C reek

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

K A

R L

A G E

L L

IS

W

N F

Y C

X X

X X

IN MARINA PARKING LOT

FOR AVOIDANCE AREAS

NOTE: SEE ATTACHMENT 18

S E

D

IM

E N

T R

E M

O V

A L

D E

P O

E B

A Y C

A T

C H B

A S

IN

G

G 7278750.00 436205.44

7278792.07 436187.58

4+

4 +

5+

4+

5+

5+

4+

5+

0 +

9 +

2+

0+

0+

7+

9+

0 +

0+

3 +

1 +

0+

1+

5+

0+ 3+ 0+

1+

5+1

5+ 5+

5+

2 +

1+

1+

6+

6+

8+

9 +

0+

8+

4 +

8+

+2 ft. MLLW CONTOUR

+3 ft. MLLW CONTOUR time and is in support of channel maintenance only.

indicated and can only be considered to represent the general channel conditions existing at that

The information depicted on this map represents the results of a survey conducted on the date

Reference is Navigation Chart No. 18561

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

MLLW is 0.63 feet below the North American Vertical Datum (NAVD 88) at BM 5827 A.

Vertical Datum: Soundings are in Mean Lower Low Water, shown in feet.

Plane Coordinate System (SPCS), Oregon North Zone. Distance units in U.S. Survey Feet.

Horizontal Coordinate System: North American Datum of 1983 (NAD83), projected to the State

Control is by USACE, NOS, USC&GS, and OSHD

DWG 2 OF 4

DEP-SCB-000

SHEET ID

-F

E B -2

B O

T

M P

STAGING AREA

NO LOADED HAUL

TRUCKS ON BRIDGE

TO MARINA

PARKING LOT

HWY 101

ACCESS TO

FLOW

CONTRACTOR

PROPOSED

STAGING AREA

CONTRACTOR

PROPOSED

FIELD FOR

PROPOSED

OPERATIONS

DEWATERING

CATCH BASIN DIG AREA

10' OF CHECK DAM

NO DIGGING WITHIN

ACCESS ROAD

FISH LADDER

PEDESTRIAN BRIDGE

C O

N T

R A

C T

O R

S T

A G

IN

G

E

A

CONTRACTOR

STAGI

NG

AREA

N

O V E R

A L L D

IM

E N S

IO

N S

ft. x 1 ft.

S

IT

E D

E -0 -S

Z

D P -1

X COORDINATE Y COORDINATE

A

B

C

D

FLOOD

EBB

LEGEND

Primary Control Point

Coordinated Survey Points

Uncoordinated Survey Points

Dredging Ranges

River Mileage from Mouth

Front

Flow Arrows Straight

Harbor Lines

State Boundary

Benchmarks

Gages Staff Recording

Rear

Tidal

Aids to Navigation

Lighthouses

Lights Fixed Flashing, Occulting

Lighted Ranges Front Rear

Lighted Buoys

Unlighted Buoys Port Starboard Mid Channel Junction

Daybeacons Port Starboard

Seasonal Lights and Lighted Dredging Ranges

SCALE IN FEET

US ARMY CORPS

OF ENGINEERS

PORTLAND DISTRICT

OF YOUR CONTRACT

SAFETY IS A PART

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D D

IS

T R

IC

T P

O R

T L

A N

D

O R

C H

A N

N E

L S A

N D H

A R

B O

R S P

R O J E

C T

O P

E R

A T

IO

N S D

IV

IS

IO

N

50' 50' 100' 150' 200'

N.E. End Breakwater

Floodlight

Floodlight

Depoe Bay Entrance

Range Front, Occ R

Depoe Bay Entrance

Range Rear, Occ R

NO 1 1952

NO 2 1952

Q 198 1940

REEF 1952

Floodlight

DB-1 MAY 2009

BRASS PLUG

5827 C 1981

5827 A 1981

Bar Warning Sign

REEF RM 1 1952

STAFF

GAGE

C H

E C

K

M

S U

R F -Z

O N E P

L A C E

M E

N T

AREA COORDINATES

SURF-ZONE PLACEMENT

A

B

C

D

S U

R F -Z

O N

E D

IS

P O

S A

L L

A Y

O U

T D

R A

W

IN

G

7277650.79 436837.49

7277770.79 436837.49

7277770.79 436587.49

7277650.79 436587.49

DIG AREA

CATCH BASIN

Y ,2

X 7,278,500

X 7,278,500

X 7,278,000

X 7,278,000

X 7,277,500

X 7,277,500

X 7,279,000

X 7,279,000

Y ,2

Y ,7

Y ,7

Y ,2

Y ,2

S E

D

IM

E N

T R

E M

O V

A L

D E

P O

E B

A Y C

A T

C H B

A S

IN

B O

A T R

A M P

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

K A

R L

A G E

L L

IS

W

N F

Y C

X X

X X

J R

K

J R

K

T S

G

W

N

B

DWG 3 OF 4

DEP-SFZ-000

SHEET ID

-F

E B -2

X COORDINATE Y COORDINATE

A

B

C

D

A

B

C

D

SCALE IN FEET

US ARMY CORPS

OF ENGINEERS

PORTLAND DISTRICT

OF YOUR CONTRACT

SAFETY IS A PART

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D D

IS

T R

IC

T P

O R

T L

A N

D

O R

C H

A N

N E

L S A

N D H

A R

B O

R S P

R O J E

C T

O P

E R

A T

IO

N S D

IV

IS

IO

N

25' 25' 50' 75' 100'

D

IS

P O

S A

L L

A Y

O U

T D

R A

W

IN

G

U P

L A

N D P

L A

C E

M E

N T S

IT

E

UPLAND PLACEMENT COORDINATES

N.T.S

MAP FOR REFERENCE

Y 435,250 Y 435,250

Y 435,500 Y 435,500

X ,2

,2

X ,2

,2

X ,2

,5

X ,2

,5

X ,2

,7

X ,2

,7

7282811.96 435424.19

7282997.87 435359.40

7282933.08 435173.50

7282747.18 435238.28 significant fall rains. Clean fill material will be dozer compacted.

material will be grass seeded and covered with straw prior to contours where feasible. All disturbed soil and clean waste the clean fill placed on the property following natural ground not greater than 20% from the highest point to the lowest point of fill so placed will be gently sloped to allow run-off at a slope of will be placed within and inside the exterior boundary. The clean exiting the site boundary. Dirt, soil and smaller rocks (clean fill) approval. Contractor must prevent a slurry of material from sediment control methods may be submitted to the COR for the Area to form an exterior operating boundary. Additional

The Contractor must dig a 2-3 foot berm at the outside limits of

S E

D

IM

E N

T R

E M

O V

A L

D E

P O

E B

A Y C

A T

C H B

A S

IN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

K A

R L

A G E

L L

IS

W

N F

Y C

X X

X X

J R

K

J R

K

T S

G

:2

W

N

B

NOTES

PROTECTIVE BOUNDARY

BERM, SILT FENCE OR SIMILAR

DWG 4 OF 4

DEP-UPS-000

SHEET ID

-F

E B -2