Plans_W912PL-19-B-0008_South_San_Diego_Harbor_Dredging.pdf

PDF 28 MB Posted Aug 21, 2019

Attached to: South San Diego Harbor Maintenance Dredging
Solicitation number: W912PL19B0008
Issued by: Department of the Army Corps of Engineers Engineering District Los Angeles

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®of Engineers

US Army Corps

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NORTH

PLAN

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A1 0 6000'3000'SCALE: 1"=3,000'

LA-5 SURFACE DISPOSAL ZONE

L A -5 S

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4. ALL STRUCTURES SHOWN ARE APPROXIMATE.

*** 941 0170 V ELEVATION - 9.60 sFT.

*** 941 0170 T ELEVATION = 10.37 sFT.

941 0170 V TIDAL), MLLW, EPOCH 1983 - 2001.

0170 T 1991 (DESIGNATION-941 0170 T) AND 0170 V 1991 (DESIGNATION-

BENCHMARKS,

3. MEAN LOWER LOW WATER (MLLW) WAS ESTABLISHED FROM NOS

DATUM, STATION ID 9410170.

2. MEAN LOWER LOW WATER (MLLW) ESTABLISHED FROM SAN DIEGO HARBOR

1. COORDINATES ARE CALIFORNIA LAMBERT ZONE VI, (NAD 1983).

NOTES

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LOCATION

PROJECT

(SEE SHEET C-105)

PLACEMENT AREA

NEARSHORE

SAN DIEGO HARBOR

RADIUS = 1,000 FT

E. 6,224,388 (LON. 117°20.717' W)

N. 1,804,911 (LAT 32°36.833' N)

CENTER COORDINATES:

LA-5 SURFACE DISPOSAL ZONE

FROM SUNKEN OBJECT

PROVIDES 15 FT OFFSET

NO DREDGE LIMIT LINE

NO DREDGE AREA

SUNKEN OBJECTP

PARK

PEPPER

B E

R T

-1

B E

R T

-2

BERTH 24

-3

BERTH 24

-4

BERTH 24

-5

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-1

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-1

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H A

N N

E L

E 6,295,000

E 6,294,000

E 6,293,000

E 6,292,000

E 6,291,000

N ,8

NATIONAL CITY

MARINE TERMINAL

200 FT X 80 FT

CONTRACTOR'S BERTHING AREA

(NATIONAL CITY)

PIER 32 MARINA

CREW CHANGE

PARKING FOR

DOCK

B A

Y M

A R

A D

NATIONAL CITY, CA 91950

1309 BAY MARINA DRIVE

SITE VISIT LOCATION:

200 FT X 80 FT

CONTRACTOR'S STAGING AREA

SAN DIE

GO HARBOR

TID

ELANDS A

QUAY A

MARIN

A W

MARIN

A W

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SUNKEN OBJECT DETAIL - JULY 2017 SURVEY

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PROJECT DEPTH

LEGEND

5. BERTHING AND STAGING AREAS TO BE CONFIRMED WITH PORT OF SAN DIEGO

4. ALL STRUCTURES SHOWN ARE APPROXIMATE.

*** 941 0170 V ELEVATION - 9.60 sFT.

*** 941 0170 T ELEVATION = 10.37 sFT.

941 0170 V TIDAL), MLLW, EPOCH 1983 - 2001.

0170 T 1991 (DESIGNATION-941 0170 T) AND 0170 V 1991 (DESIGNATION-

BENCHMARKS,

3. MEAN LOWER LOW WATER (MLLW) WAS ESTABLISHED FROM NOS

2. MLLW ESTABLISHED FROM SAN DIEGO HARBOR DATUM, STATION ID 9410170.

1. COORDINATES ARE CALIFORNIA LAMBERT ZONE VI, (NAD 1983).

NOTES

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-30

-3

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-3

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-1 .9

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-1 .1

-1 .0

-1 .9

-1 .8

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CONDITION SURVEY -

SCALE: 1"=300' 600'0 300'

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CONDITIONS EXISTING ONLY AT TIME OF USACE SURVEY - AUGUST 2018

BATHYMETRIC CONTOURS AND SOUNDINGS REPRESENT GENERAL 1.

NOTES

C -0

SAN DIEGO HARBOR

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

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D B

D A

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A U

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AREA B BENEFICIAL REUSE

AREA A BENEFICIAL REUSE

CHANNEL LIMITS

CHANNEL LIM

ITS

NO DREDGE AREA

SUNKEN OBJECT

B E

R T

-1

B E

R T

-2

BERTH 24

-3

BERTH 24

-4

BERTH 24

-5

B E

R T

-1

B E

R T

-1

S W

E E

T W

A T E

R C

H A

N N

E L

E 6,294,000

E 6,292,000

E 6,291,000

N ,8

MARINE TERMINAL

NATIONAL CITY

26 27

33 34

47 48

DREDGE AREA 1

DREDGE AREA 2

DREDGE AREA 3

DREDGE AREA 4

DREDGE AREA 5

DREDGE AREA 6

SAN DIEGO HARBOR

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600'0 300'SCALE: 1"=300'

NORTH

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PROJECT DEPTH

AREAS SHALLOWER THAN PROJECT DEPTH

LEGEND

M E

S A

J J

A C

K S

O N

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K S

O N

R Y

A N

FROM ALL OTHER AREAS TO BE PLACED IN LA-5 SURFACE DISPOSAL ZONE

REUSE AREA B TO BE PLACED IN NEARSHORE PLACEMENT AREA. MATERIAL

MATERIAL DREDGED FROM BENEFICIAL REUSE AREA A AND BENEFICIAL 2.

ONLY AT TIME OF SURVEY - AUGUST 2018

BATHYMETRIC CONTOURS REPRESENT GENERAL CONDITIONS EXISTING 1.

NOTES

C -0

-35

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NORTH

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0 500' 1000'SCALE: 1"=500'

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EXTENTS AND LOCATIONS

REFER TO NOAA NAUTICAL CHART 18772 FOR COMPLETE BOAT LANE 7.

6. ALL UNITS ARE U.S. SURVEY FEET

5. ALL STRUCTURES SHOWN ARE APPROXIMATE.

*** 941 0170 N ELEVATION 15.321 US FEET.

*** 941 0170 S ELEVATION 12.421 US FEET.

941 0170 N TIDAL, (PID DC1323), MLLW, EPOCH 1983 - 2001.

(DESIGNATION-941 0170 S) AND 0170 N 1977 (DESIGNATION-

4. ELEVATIONS, ESTABLISHED FROM NOS MONUMENT 0170 S 1991

STATION ID 9410170.

3. MEAN LOWER LOW WATER DATUM IS ESTABLISHED FROM SAN DIEGO HARBOR,

2. COORDINATES ARE CALIFORNIA LAMBERT ZONE VI, (NAD 1983).

CONDITIONS EXISTING ONLY AT THE TIME OF SURVEY - AUGUST 2019.

1. SOUNDINGS AND ELEVATIONS, IN US SURVEY FEET, INDICATE THE GENERAL

NOTES

PACIFIC OCEAN

BOAT LANE 10BOAT LANE 9BOAT LANE 8BOAT LANE 7BOAT LANE 6BOAT LANE 5BOAT LANE 4BOAT LANE 3BOAT LANE 2BOAT LANE 1

-3 5 -35

-35 -35 -35

-35 -35 -35 -35

-3

-35 -35

-35 -3

-3

-35

-3

-30-30-30-30 -30-30

-30

-3

-30

-3

-30

-3 0-30-30

-3

-25 -25

-25

-2

-25 -2

-25 -25 -25 -25

-25 -25

-20 -20 -20

-20

-20 -20 -20 -20

-20 -20

-15-15-15 -15

-15 -15

FIDDLERS COVE MARINA

SILVER STRAND BLVD

SAN DIEGO HARBOR

NEARSHORE PLACEMENT AREA

-20

-25

-30

-35

N ,8

E 6,284,000

E 6,282,000

E 6,284,000

E 6,280,000

E 6,284,000

E 6,282,000

E 6,280,000

E 6,278,000

2900 FT

E 6,285,131

N 1,815,352

E 6,282,555

N 1,813,876

S O

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C-308

NO DREDGE AREA

SUNKEN OBJECT

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AREA 1

AREA 2

AREA 3

AREA 4

AREA 5

AREA 6

AREA A

AREA B

SAN DIEGO HARBOR

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E C

N S

C -1

.d g n

INDEX TO CROSS SECTIONS

SCALE: 1"=300' 600'0 300'

NORTH

PLAN

T R

U E N

M E

S A

J J

A C

K S

O N

J J

A C

K S

O N

R Y

A N

C -0

C-301

C-302

C-303

C-304

C-305

C-307 C6

C-306 E1

C-306

C-301 A5

C-301 E5

C-301

C-302

C-303

C-304

C-305

C-305 E6

C-305 C1

C-306 A6

C-306 E6

C-306 C4

C-307

2 FT ALLOWABLE OVERDEPTH (TYP) -35 FT MLLW (TYP)

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

T E

N A

N C

E D

R E

D G

S O

U T

H S

A N D

G O H

A R

B O

S A

N D

G O C

O U

N T

C A

O R

E N

A M

C A

D F

L O

S A

N G

E L E

C A

O R

L O

S A

N G

E L E

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

L -1

-B -0

A U

G U

S T

-45

-40

-30

E L E

V A

N F

0 100 200 300 400-100-200-300

-45

-40

-30

-45

-40

-30

E L E

V A

N F

0 100 200 300 400 480-100-200-300

-45

-40

-30

-45

-40

-30

E L E

V A

N F

0 100 200 300 400 500 570-100-200-300

-45

-40

-30

-45

-40

-30

E L E

V A

N F

0 100 200 300 400 500 600 660-100-200-300

-45

-40

-30

-45

-40

-30

E L E

V A

N F

0 100 200 300 400 500 600 700 740-100-200-300

-45

-40

-30

-45

-40

-30

E L E

V A

N F

0 100 200 300 400 500 600 700 800 830-100-200-300

-45

-40

-30

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:47:15 PM 8/21/2019

...\FY 2019 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\112821_C-301.dgn

C-301

O S

S S

E C

N S

C -3

.d g n

SCALE: 1"=100' HORIZ., 1"=10' VERT.

SCALE: 1"=100' HORIZ., 1"=10' VERT. SCALE: 1"=100' HORIZ., 1"=10' VERT.

SCALE: 1"=100' HORIZ., 1"=10' VERT.

STA. 628+00

SCALE: 1"=100' HORIZ., 1"=10' VERT.

STA. 626+00

STA. 624+00

STA. 622+00

STA. 620+00

ALL SIDE SLOPES ARE 3H:1V1.

NOTES

USACE SURVEY OF AUGUST, 2018

LEGEND

100' 200'0

10' 20'0

10' 20'010' 20'0

C-106

D2 STA. 618+00

S T

A T

M E

S A

J J

A C

K S

O N

J J

A C

K S

O N

R Y

A N

AREA 4

AREA 3 AREA 4

C -0

2 FT ALLOWABLE OVERDEPTH (TYP) -35 FT MLLW (TYP) -35 FT MLLW (TYP)

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

T E

N A

N C

E D

R E

D G

S O

U T

H S

A N D

G O H

A R

B O

S A

N D

G O C

O U

N T

C A

O R

E N

A M

C A

D F

L O

S A

N G

E L E

C A

O R

L O

S A

N G

E L E

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

L -1

-B -0

A U

G U

S T

-45

-40

-30

E L E

V A

N F

0 100 200 300 400 500 600 700 800 900910-100-200-300

-45

-40

-30

-45

-40

-30

E L E

V A

N F

0 100 200 300 400 500 600 700 800 900 1000-100-200-300

-45

-40

-30

-45

-40

-30

E L E

V A

N F

0 100 200 300 400 500 600 700 800 900 1000 1070-100-200-300

-45

-40

-30

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:47:22 PM 8/21/2019

...\FY 2019 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\112821_C-302.dgn

C-302

O S

S S

E C

N S

C -3

.d g n

SCALE: 1"=100' HORIZ., 1"=10' VERT.

STA. 630+00

STA. 632+00

STA. 634+00

C-106

100' 200'0

10' 20'0

ALL SIDE SLOPES ARE 3H:1V1.

NOTES

USACE SURVEY OF AUGUST, 2018

LEGEND

S T

A T

M E

S A

J J

A C

K S

O N

J J

A C

K S

O N

R Y

A N

AREA 3 AREA 4

AREA 4

AREA 4AREA 3

AREA 3

C -0

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

T E

N A

N C

E D

R E

D G

S O

U T

H S

A N D

G O H

A R

B O

S A

N D

G O C

O U

N T

C A

O R

E N

A M

C A

D F

L O

S A

N G

E L E

C A

O R

L O

S A

N G

E L E

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

L -1

-B -0

A U

G U

S T

-45

-40

-30

E L E

V A

N F

0 100 200 300 400 500 600 700 800 900 1000 1080-100-200-300

-45

-40

-30

-45

-40

-30

E L E

V A

N F

0 100 200 300 400 500 600 700 800 900 1000 1070-100-200-300

-45

-40

-30

-45

-40

-30

E L E

V A

N F

0 100 200 300 400 500 600 700 800 900920-100-200-300

-45

-40

-30

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:47:28 PM 8/21/2019

...\FY 2019 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\112821_C-303.dgn

C-303

O S

S S

E C

N S

C -3

.d g n

SCALE: 1"=100' HORIZ., 1"=10' VERT.

STA. 636+00

STA. 638+00

STA. 640+00

C-106

100' 200'0

10' 20'0

USACE SURVEY OF AUGUST, 2018

LEGEND

ALL SIDE SLOPES ARE 3H:1V1.

NOTES

S T

A T

M E

S A

J J

A C

K S

O N

J J

A C

K S

O N

R Y

A N

AREA 3 AREA 4

AREA 4

AREA 3

C -0

AREA A

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

T E

N A

N C

E D

R E

D G

S O

U T

H S

A N D

G O H

A R

B O

S A

N D

G O C

O U

N T

C A

O R

E N

A M

C A

D F

L O

S A

N G

E L E

C A

O R

L O

S A

N G

E L E

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

L -1

-B -0

A U

G U

S T

-45

-40

-30

E L E

V A

N F

0 100 200 300 400 500 600 700720-100-200-300

-45

-40

-30

-45

-40

-30

E L E

V A

N F

0 100 200 300 400 500 530-100-200-300

-45

-40

-30

-45

-40

-30

E L E

V A

N F

0 100 200 300320-100-200-300

-45

-40

-30

-45

-40

-30

E L E

V A

N F

0 100 200 300320-100-200-300

-45

-40

-30

-45

-40

-30

E L E

V A

N F

0 100 200 300320-100-200-300

-45

-40

-30

-45

-40

-30

E L E

V A

N F

0 100 200 300320-100-200-300

-45

-40

-30

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:47:35 PM 8/21/2019

...\FY 2019 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\112821_C-304.dgn

C-304

O S

S S

E C

N S

C -3

.d g n

A1 A6

SCALE: 1"=100' HORIZ., 1"=10' VERT.

STA. 648+00

SCALE: 1"=100' HORIZ., 1"=10' VERT.

STA. 650+00

STA. 652+00

SCALE: 1"=100' HORIZ., 1"=10' VERT.

STA. 646+00

STA. 644+00

SCALE: 1"=100' HORIZ., 1"=10' VERT.

STA. 642+00

SCALE: 1"=100' HORIZ., 1"=10' VERT.

ALL SIDE SLOPES ARE 3H:1V1.

NOTES

USACE SURVEY OF AUGUST, 2018

LEGEND

C-106

100' 200'0

10' 20'0

100' 200'0

10' 20'0

100' 200'0

10' 20'0

100' 200'0

10' 20'0

100' 200'0

10' 20'0

100' 200'0

S T

A T

M E

S A

J J

A C

K S

O N

J J

A C

K S

O N

R Y

A N

AREA A

AREA 5

AREA 3

C -0

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

T E

N A

N C

E D

R E

D G

S O

U T

H S

A N D

G O H

A R

B O

S A

N D

G O C

O U

N T

C A

O R

E N

A M

C A

D F

L O

S A

N G

E L E

C A

O R

L O

S A

N G

E L E

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

L -1

-B -0

A U

G U

S T

-45

-40

-30

E L E

V A

N F

0 100 200 300320-100-200-300

-45

-40

-30

-45

-40

-30

E L E

V A

N F

0 100 200 300320-100-200-300

-45

-40

-30

-45

-40

-30

E L E

V A

N F

0 100 200 300320-100-200-300

-45

-40

-30

-45

-40

-30

E L E

V A

N F

0 100 200 300320-100-200-300

-45

-40

-30

-45

-40

-30

E L E

V A

N F

0 100 200 300 340-100-200-300

-45

-40

-30

-45

-40

-30

E L E

V A

N F

0 100 200 300 400420-100-200-300

-45

-40

-30

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:47:42 PM 8/21/2019

...\FY 2019 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\112821_C-305.dgn

C-305

O S

S S

E C

N S

C -3

.d g n

SCALE: 1"=100' HORIZ., 1"=10' VERT.

SCALE: 1"=100' HORIZ., 1"=10' VERT. SCALE: 1"=100' HORIZ., 1"=10' VERT.

SCALE: 1"=100' HORIZ., 1"=10' VERT.

STA. 658+00

STA. 656+00

STA. 654+00 STA 660+00

STA 662+00

STA.664+00

C-106

ALL SIDE SLOPES ARE 3H:1V1.

NOTES

USACE SURVEY OF AUGUST, 2018

LEGEND

100' 200'0 100' 200'0

100' 200'0100' 200'0

100' 200'0 100' 200'0

10' 20'0 10' 20'0

10' 20'0

10' 20'010' 20'0

10' 20'0

S T

A T

M E

S A

J J

A C

K S

O N

J J

A C

K S

O N

R Y

A N

AREA 5

AREA 6

AREA 2 AREA 6

AREA 2

AREA 6

C -0

NO DREDGE AREA

SURVEYED JULY 2017

SUNKEN OBJECT

2 FT ALLOWABLE OVERDEPTH (TYP) -35 FT MLLW (TYP)

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

T E

N A

N C

E D

R E

D G

S O

U T

H S

A N D

G O H

A R

B O

S A

N D

G O C

O U

N T

C A

O R

E N

A M

C A

D F

L O

S A

N G

E L E

C A

O R

L O

S A

N G

E L E

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

L -1

-B -0

A U

G U

S T

-45

-40

-30

E L E

V A

N F

0 100 200 300 400 500 540-100-200-300

-45

-40

-30

E L E

V A

N F

0 100 200 300 400 500 575-100-200-300

-45

-40

-30

-45

-40

-30

E L E

V A

N F

0 100 200 300 400 500 600 660-100-200-300

-45

-40

-30

-45

-40

-30

E L E

V A

N F

0 100 200 300 400 500 600 700720-100-200-300

-45

-40

-30

-45

-40

-30

E L E

V A

N F

0 100 200 300 400 500 600 700 800-100-200-300

-45

-40

-30

-45

-40

-30

E L E

V A

N F

0 100 200 300 400 500 600 700 800 880-100-200-300

-45

-40

-30

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:47:49 PM 8/21/2019

...\FY 2019 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\112821_C-306.dgn

C-306

O S

S S

E C

N S

C -3

.d g n

ALL SIDE SLOPES ARE 3H:1V1.

NOTES

10' 20'0

100' 200'0

10' 20'0

100' 200'0

10' 20'0

100' 200'0

10' 20'0

100' 200'0

10' 20'0

100' 200'0SCALE: 1"=100' HORIZ., 1"=10' VERT.

SCALE: 1"=100' HORIZ., 1"=10' VERT.

SCALE: 1"=100' HORIZ., 1"=10' VERT. SCALE: 1"=100' HORIZ., 1"=10' VERT.

SCALE: 1"=100' HORIZ., 1"=10' VERT.

STA. 676+00STA. 670+00

STA. 668+00

STA. 666+90 STA. 672+00

STA. 674+00

USACE SURVEY OF AUGUST, 2018

LEGEND

C-106

100' 200'0

10' 20'0

S T

A T

M E

S A

J J

A C

K S

O N

J J

A C

K S

O N

R Y

A N

AREA 2

AREA 2 AREA B

AREA B

C -0

2 FT ALLOWABLE OVERDEPTH (TYP)-35 FT MLLW (TYP)

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

T E

N A

N C

E D

R E

D G

S O

U T

H S

A N D

G O H

A R

B O

S A

N D

G O C

O U

N T

C A

O R

E N

A M

C A

D F

L O

S A

N G

E L E

C A

O R

L O

S A

N G

E L E

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

L -1

-B -0

A U

G U

S T

-45

-40

-30

E L E

V A

N F

0 100 200 300 400 500 600 700 800 900 960-100-200-300

-45

-40

-30

-45

-40

-30

E L E

V A

N F

0 100 200 300 400 500 600 700 800 900 10001025-100-200-300

-45

-40

-30

-45

-40

-30

E L E

V A

N F

0 100 200 300 400 500 600 700 800 900 1000 1065-30

-45

-40

-30

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:47:56 PM 8/21/2019

...\FY 2019 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\112821_C-307.dgn

C-307

O S

S S

E C

N S

C -3

.d g n

STA. 681+00

100' 200'0

10' 20'0

SCALE: 1"=100' HORIZ., 1"=10' VERT.

STA. 680+00

STA. 678+00

100' 200'0

10' 20'0

100' 200'0

10' 20'0

C-106

USACE SURVEY OF AUGUST, 2018

LEGEND

ALL SIDE SLOPES ARE 3H:1V1.

NOTES

S T

A T

M E

S A

J J

A C

K S

O N

J J

A C

K S

O N

R Y

A N

AREA B

AREA 1

C -0

AUGUST 2019 SURVEY

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

T E

N A

N C

E D

R E

D G

S O

U T

H S

A N D

G O H

A R

B O

S A

N D

G O C

O U

N T

C A

O R

E N

A M

C A

D F

L O

S A

N G

E L E

C A

O R

L O

S A

N G

E L E

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W P

L -1

-B -0

A U

G U

S T

DISTANCE FROM SHORELINE

-10

-20

-30

-40

8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00

E A -B

E C -D

EL. -15 FT MLLW

E 6,282,555

N 1,813,876

MAXIMUM FILL ELEVATION -15 FT MLLW

-10

-20

-30

-40

0+00 1+00

SHORELINE

APPROX.

E 6,285,131

N 1,815,352

E L E

V A

N F

-45

-40

-30

E L E

V A

N F

0 100 200 300 400 500 600 700 800 900 1000-30

-45

-40

-30

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:48:02 PM 8/21/2019

...\FY 2019 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\112821_C-308.dgn

O S

S S

E C

N S

C -3

.d g n

SCALE: 1"=100' HORIZ., 1"=10' VERT. 100' 200'0

10' 20'0

C-105

STA. 682+00

100' 200'0

10' 20'0

C-106

USACE SURVEY OF AUGUST, 2018

LEGEND

ALL SIDE SLOPES ARE 3H:1V1.

NOTES

SCALE: 1"=100' HORIZ., 1"=10' VERT.

S T

A A

N D N

E A

R S

H O

R E P

L A

C E

M E

N T A

R E

NEARSHORE PLACEMENT AREA

M E

S A

J J

A C

K S

O N

J J

A C

K S

O N

R Y

A N

C -0

AREA 1

112821_G-001

112821_G-002

112821_C-101

112821_C-102

112821_C-103

112821_C-104

112821_C-105

112821_C-106

112821_C-301

112821_C-302

112821_C-303

112821_C-304

112821_C-305

112821_C-306

112821_C-307

112821_C-308

File details come from the government source that posted it.