Plans_-_Yokohama_North_Dock.pdf

PDF 25 MB Posted May 26, 2017

Attached to: Yokohama North Dock Maintenance Dredging, Yokohama North Dock, Japan
Solicitation number: W912HV-17-B-0008
Issued by: Department of the Army Corps of Engineers Engineering District Japan

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Plan Drawings - Yokohama North Dock

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File	Type	Posted
AM-0004,_YND_(21_Jul_17).pdf	PDF	Jul 20, 2017
AM-0003,_YND_(11_Jul_17).pdf	PDF	Jul 11, 2017
AM-0002,_YND_(14_Jun_17).pdf	PDF	Jun 14, 2017
AM-0001,_YND.pdf	PDF	Jun 8, 2017
W912HV-17-B-0008_-_Yokohama_North_Dock.pdf	PDF	May 26, 2017
Specs_-_Yokohama_North_Dock.pdf	PDF	May 26, 2017

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D E

S C

N D

A T

D E

N E

D B

S O

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N N

C O

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R A

C T N

E N

A M

D R

A W

G C

O D

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

®of Engineers

US Army Corps

U E D

A T

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

S M

M S

T S

B U

F O

R T S

H A

F T

E R

H I -5

O R

K S T

E C

H N

A L B

R A

N C

F O

R T S

H A

F T

T E

H A

W A

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

H O

N O

L U

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Y O

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H A

M A N

O R

T H D

O C

Y O

K O

H A

M A J

A P

A N

E X

C L

U S

E U

S E A

R E

A D

R E

D G

FINAL

TOKYO

YOKOHAMA

SENDA

KYOTO

OSAKA

NAGASAKI

HIROSHIMA

NAGOYA

SAPPORO

OCEAN

PACIFIC

JAPAN

SEA OF

G-001

SCHEDULE OF DRAWINGS

DESCRIPTIONSYMBOL

ABBREVIATIONS

EXISTING BUILDING

CENTERLINE OF DREDGE AREA

LIMITS OF DREDGING

SHT ID SHT OF SHTS SHEET TITLE REV STATUS

GENERAL

G-001

CIVIL

SHT ID SHT OF SHTS SHEET TITLE REV STATUS

OF 251

EXCLUSIVE USE AREA DREDGING

SHORELINE/ HARBOR/ DOCK/ QUAY WALL/ OCEAN EDGE

YOKOHAMA NORTH DOCK

YOKOHAMA, JAPAN

9.5

A N

D S

C H

E D

U L E O

F D

R A

G S

N O

T E

S L E

G E

N D A

B B

R E

N S

L E S

H E

E T

Y A

N D L

O C

A T

N M

A P

LEGEND

VICINITY MAP

PROJECT SITE

LOCATION MAP

YOKOHAMA NORTH DOCK

AREAS

DREDGING

PROJECT

NTS

NORTH DOCK

YOKOHAMA

BREAKWATER

AND ABBREVIATIONS, & SCHEDULE OF DRAWINGS

TITLE SHEET, VICINITY & LOCATION MAP, NOTES, LEGEND

OVERALL DREDGING PLAN

ENLARGED DRY STORAGE PLAN - 1 OF 2

ENLARGED DRY STORAGE PLAN - 2 OF 2

ENLARGED WET STORAGE PLAN - 1 OF 2

ENLARGED DRY STORAGE PLAN - 2 OF 2

OF 25

CONTROL POINT

STA 6+00 TO 6+54.9

WET STORAGE CROSS SECTIONS

CN305

CN306

CN307

CN308

C-001

C-002

C-003

CN100

CN101

CN102

STA 0+00 TO 1+50

WET STORAGE CROSS SECTIONS

STA 2+00 TO 3+50

WET STORAGE CROSS SECTIONS

STA 4+00 TO 5+50

WET STORAGE CROSS SECTIONS

BL BASELINE

HHW

MSL

LLW

+1.000m

+0.000m

+2.000m

GENERAL NOTES

DATUM CHART

HYDROGRAPHIC SURVEY SPOT ELEVATION (m BELOW LLW)

DRAWING SHEET COUNT TABULATION

OF 25

STA 6+00 TO 6+17.9

DRY STORAGE CROSS SECTIONS

OF 25

STA 0+00 TO 1+50

DRY STORAGE CROSS SECTIONS

STA 2+00 TO 3+50

DRY STORAGE CROSS SECTIONS

STA 4+00 TO 5+50

DRY STORAGE CROSS SECTIONS

CN304

CN303

CN302

CN301

C-008

OVERALL SIDE SCAN SONAR ARTIFICIAL OBJECT MAP

OVERALL MAGNETIC ANOMALY MAP

OF 25

ENLARGED MAGNETIC ANOMALY MAP - 1 OF 2

OF 25

ENLARGED MAGNETIC ANOMALY MAP - 2 OF 2

OF 25

C-004

C-005

C-006

C-007

OF 25

ENLARGED SSC ARTIFICIAL OBJECT MAP - 1 OF 2

OF 25

ENLARGED SSC ARTIFICIAL OBJECT MAP - 2 OF 2

OF 25

POSITION TABLE OF SONAR CONTACTS & EXAMPLES

METERm

LANDING SHIP, TANKLST

LOWEST LOW WATERLLW

HIGHWAYHWY

HIGHEST HIGH WATERHHW

EXCLUSIVE USE AREAEUA

ELEVATIONELEV

ENTRANCE CHANNELEC

EASTING, EASTE

GENERALG

CIVIL NAVIGATIONCN

CIVILC

BENCH MARK 1B.M.1

BUILDINGBLDG

GC001 OF23 25

GC002 24 OF 25

GC003 25 OF 25

GENERAL CONTRACT

CIVIL

GENERAL

SWING SPACE PLAN

CN104

DESIGNATED CONTRACTOR AREAS

SWING SPACE PLAN

NORTH DOCK

-YOKOHAMA WATERCRAFT EQUIPMENT BASEWEB-YND

WITHINW/IN

WESTW

UNITED STATES ARMY CORPS OF ENGINEERSUSACE

TEMPORARYTEMP

TURNING BASINTB

SIDE SCAN SONARSSC

SMALL BOATSB

SOUTHS

NOT TO SCALENTS

NORTHING, NORTHN

MEAN SEA LEVELMSL

MINIMUMMIN

MAIN HARBORMH

HORIZONTAL COORDINATES BASED ON JAPAN PLANE RECTANGULAR CS IX (JGD2000).8.

ADMINISTERED BY GSI JAPAN.

TO GSI GPS STATIONS "KANAGAWA KAWASAKI", "YOKOHAMA" AND "YOKOHAMA IZUMI"

BASIS OF VERTICAL CONTROL DATA FOR "YND-01", "YND-02" AND "YND-03" ARE REFERRED7.

BASIS OF VERTICAL CONTROL DATA OF "B.M.1" BENCHMARK IS JAPANESE CHART DATUM (C.D.L.)6.

DATUM LOWEST LOW WATER AS SHOWN ON THESE DREDGING PLANS.

DREDGE WET STORAGE AREA TO THE DEPTH OF 5.6 METERS BELOW TIDAL5.

DATUM LOWEST LOW WATER AS SHOWN ON THESE DREDGING PLANS.

DREDGE DRY STORAGE AREA TO THE DEPTH OF 5.0 METERS BELOW TIDAL 4.

YOKOHAMA CITY PORT OFFICE, WATERCRAFT EQUIPMENT BASE AND 11TH MARITIME BOARD.

BY THE U.S. ARMY CORPS OF ENGINEERS, WEB / YND, YOKOHAMA MILITARY PORT AUTHORITY, OF SHIP SCHEDULES; SAFETY MEASURES; AND OTHER REQUIREMENTS ESTABLISHED

PROJECT SPECIFICATION SHALL BE FOLLOWED: PUBLIC NOTIFICATION; COORDINATION

DURING DREDGING CONSTRUCTION, ALL REQUIREMENTS AS INDICATED ON THE 3.

SURVEY CONTROL PLAN C-001.

ALL SURVEY CONTROLS AND REFERENCES ARE SHOWN ON EXISTING CONDITIONS2.

ALL DIMENSIONS ARE IN METRIC SYSTEM UNITS.1.

CN103

S C

N D

A T

D E

N E

D B

S O

A T

N N

C O

N T

R A

C T N

E N

A M

D R

A W

G C

O D

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

®of Engineers

US Army Corps

U E D

A T

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

S M

M S

T S

B U

F O

R T S

H A

F T

E R

H I -5

O R

K S T

E C

H N

A L B

R A

N C

F O

R T S

H A

F T

T E

H A

W A

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

H O

N O

L U

L U D

T R

Y O

K O

H A

M A N

O R

T H D

O C

Y O

K O

H A

M A J

A P

A N

E X

C L

U S

E U

S E A

R E

A D

R E

D G

FINAL

AREA

LAYDOWN

CONTRACTOR

AREA

AVOIDANCE

(WET STORAGE)

WORK AREA

(DRY STORAGE)

WORK AREA

(DRY STORAGE)

OPERATIONS

CONTRACTOR

(WET STORAGE)

OPERATIONS

CONTRACTOR

BREAKWATER

NORTH DOCK

YOKOHAMA

C-001

NOTE: ALL UNITS ARE IN METRIC(m) UNLESS INDICATED OTHERWISE.

GRAPHIC SCALE

300m0

100m

75m

50m

SCALE: 1:3000

150m 200m

WORK/AVOIDANCE AREAS:

1 2

SCALE: 1:3000

WORK/AVOIDANCE AREA BOUNDING COORDINATES:

AREAS

DESIGNATED CONTRACTOR

A R

E A

D D

E S

N A

T E

D C

O N

T R

A C

T O

SURVEY NOTES:

R2C1.sid" DATED 07 FEBRUARY 2016.

GEOREFERENCED AERIAL PHOTOS "YND20160207_R1C1/

CONDUCTED. LINEWORK TRACED FROM

ARE APPROXIMATE; NO TOPOGRAPHIC SURVEY WAS

ALL HORIZONTAL LINEWORK ON THESE DRAWINGS

FOR THESE DRAWINGS ARE IN METERS.

THE HORIZONTAL AND VERTICAL UNIT OF MEASURE

IS "BM.1". SEE CALLOUT ON THIS PLAN.

THE HYDROGRAPHIC SURVEY BENCHMARK REFERENCE

THE NATIONAL GEOSPATIAL INTELLIGENCE AGENCY.

REFERENCED TO LOWEST LOW WATER AS DEFINED BY

THE HYDROGRAPHIC SURVEY VERTICAL DATUM IS

METERS.

IS JAPAN GEODETIC DATUM (JGD) 2000 JAPAN ZONE 9,

THE HYDROGRAPHIC SURVEY HORIZONTAL PROJECTION

COMPLETED IN MARCH, 2015 BY OCEAN ENGINEERING CO.

A HYDROGRAPHIC MULTIBEAM SOUNDING SURVEY WAS

HAUL ROUTE

LEGEND:

4.78719,373 WORK AREA (WET STORAGE)

2.83011,451WORK AREA (DRY STORAGE)

(WET AREA)

0.729 2,949CONTRACTOR OPERATIONS

(DRY AREA)

0.130 527CONTRACTOR OPERATIONS

1.217 4,927CONTRACTOR LAYDOWN AREA

1.169 4,732 AVOIDANCE AREA

ACRES:SQ. m:AREA:

NOTE: SEE SHEET "CN100" FOR WET AND DRY WORK AREA COORDINATES.

-16345.8-59382.16

-16311.7-59416.75

-16300.2-59403.94

-16289.9-59413.33

-16266.2-59387.92(WET STORAGE)

-16311.6-59345.51CONTRACTER OPERATIONS

-17229.7-58767.96

-17225.4-58771.95

-17230.0-58776.84

-17215.7-58788.23

-17201.5-58768.72(DRY STORAGE)

-17217.6-58753.41CONTRACTER OPERATIONS

-17087.0-58481.64

-17000.7-58562.23

-16971.6-58531.02

-17057.9-58450.51CONTRACTOR LAYDOWN AREA

-16707.9-58452.24

-16657.5-58499.33

-16611.6-58450.12

-16662.1-58403.01AVOIDANCE AREA

EASTING POINT # NORTHING AREA:

S C

N D

A T

D E

N E

D B

S O

A T

N N

C O

N T

R A

C T N

E N

A M

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2 3 4 5 6 7 8 9 10

SHEET ID

M A

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®of Engineers

US Army Corps

U E D

A T

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T E

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C H

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K E

D B

D R

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N B

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M S

T S

B U

F O

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H A

F T

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H I -5

O R

K S T

E C

H N

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R A

N C

F O

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H A

F T

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P S O

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H A

M A J

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S E A

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A D

R E

D G

FINAL

C-002

X=-58500

X=-59000

X=-59500

X=-59000

X=-59500

Y -1

0 1 2 3 4 5km

KEY MAP

15"N35°28′

°3

′ 0 E

°3

′ 1 E

°3

′0 E

°3

′4 E

°3

15"N35°28′

00"N35°28′ 00"N35°28′

9 10 11

30 31

37 38 39 40

54 55 5657 58 59

61 62

63 64

656667

79 81

86 87

979899100

102103

105 106

114115

123124125

138139

155156

165166

170 171

177178179

184185

187188

196197

200201

203204

205 206

215216217

220221

224225

240 241

248 249

258 259

277 280

300 301

303304

307 308

315316

337 338

342 343344

363 364

368 369

376 378

391392

414415

417 419

429430

438 439

440441

442 443

446447

448449

453 454

457458 459

462 463

474475

480482

488489

493 494

548 549

567 568

585 586

594 595

597 598

625 626

670 671 672

678679

681 682

684686

688689

727728

110120

128 145

181 182

255 256

311 319

481 484

491 498

560561

563 575

603604

641642

685692

701702

GEODETIC PARAMETERS

GRAPHIC SCALE:

WALL

BREAKWATER

NORTH

SCALE: 1:2500

��70.0�μWb

��35.0�69.9μWb

��17.5�34.9μWb

�� 7.0�17.4μWb

SEGMENTATION OF MAGNETIC ANOMALY

45"N35°27′45"N35°27′

0 100 200m

SCALE: 1:2500

60.96m

91.44m

76.20m

BM.1

REFERENCE:

(μWb = MICROWEBER)

PROVIDED BY HDR ENGINEERING

THIS SHEET SOURCED FROM "015_MAGNETIC ANOMALY MAP";

AREA

MAGNETIC SURVEY

DOCK

YOKOHAMA NORTH

FALSE NORTHING : 0

FALSE EASTING : 0 Y : -17225.706

SCALE FACTOR : 0.9999 X : -58805.121

STANDARD PARALLEL : 36°N REFERENCE POINT : BM.1

139°50'E (C.D.L.) LONGITUDE OF ORIGIN :

JAPANESE CHART DATUMIX PROJECTION : JGD2000-

VERTICAL DATUM PROJECTION PARAMETERS

INVERSE FLATTENING(1/f) : 298.257222101

6378137.000 SEMI-MAJOR AXIS(a)(m) :

ELLIPSOID : GRS1980

ELLIPSOIDAL PARAMETERS

SURVEY AREA

YOKOHAMA NORTH DOCK

TOKYO BAY

YOKOHAMA CITY

KANAGAWA PREF.

O V

E R

A L L M

A G

N E

N O

M A

L Y M

A P

OVERALL MAGNETIC ANOMALY MAP

GENERAL NOTES:

C -0

B R E A K L

C -0

(WET STORAGE) MAGNETIC ANOMALIES WITHIN THE DREDGE AREAS.

THERE ARE APPROXIMATELY 45 (DRY STORAGE) AND 108

LEGEND:

AREA ABOVE TARGET DEPTH

LIMITS OF DREDGING

SIDE SLOPE AREA

ESTIMATED EQUILIBRIUM

MAGNETIC SURVEY AREA

S C

N D

A T

D E

N E

D B

S O

A T

N N

C O

N T

R A

C T N

E N

A M

D R

A W

G C

O D

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

®of Engineers

US Army Corps

U E D

A T

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

S M

M S

T S

B U

F O

R T S

H A

F T

E R

H I -5

O R

K S T

E C

H N

A L B

R A

N C

F O

R T S

H A

F T

T E

H A

W A

U S A

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O R

P S O

F E

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E E

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H O

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L U D

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K O

H A

M A N

O R

T H D

O C

Y O

K O

H A

M A J

A P

A N

E X

C L

U S

E U

S E A

R E

A D

R E

D G

C-003

X=-59000 X=-59000

Y -1

15"N35°28′

°3

′3 E

°3

15"N35°28′

9 10 11

30 31

37 38 39 40

54 55 5657 58 59

61 62

63 64

656667

79 81

86 87

979899100

102103

105 106

114115

123124125

138139

155156

165166

170 171

177178179

184185

187188

196197

200201

203204

205 206

215216217

220221

224225

240 241

248 249

258 259

277 280

300 301

303304

307 308

315316

337 338

342 343344

363 364

368 369

376 378

391392

414415

417 419

110120

128 145

181 182

255 256

311 319

91.44m

76.20m

BM.1

C -0

B R E A K L

C -0

0 1 2 3 4 5km

KEY MAP

SURVEY AREA

YOKOHAMA NORTH DOCK

TOKYO BAY

YOKOHAMA CITY

KANAGAWA PREF.

GEODETIC PARAMETERS

LEGEND:

��70.0�μWb

��35.0�69.9μWb

��17.5�34.9μWb

�� 7.0�17.4μWb

(μWb = MICROWEBER)

FALSE NORTHING : 0

FALSE EASTING : 0 Y : -17225.706

SCALE FACTOR : 0.9999 X : -58805.121

STANDARD PARALLEL : 36°N REFERENCE POINT : BM.1

139°50'E (C.D.L.) LONGITUDE OF ORIGIN :

JAPANESE CHART DATUMIX PROJECTION : JGD2000-

VERTICAL DATUM PROJECTION PARAMETERS

INVERSE FLATTENING(1/f) : 298.257222101

6378137.000 SEMI-MAJOR AXIS(a)(m) :

ELLIPSOID : GRS1980

ELLIPSOIDAL PARAMETERS

SEGMENTATION OF MAGNETIC ANOMALY

SCALE: 1:1250

ENLARGED MAGNETIC ANOMALY MAP

GRAPHIC SCALE:

0 100m

REFERENCE:

PROVIDED BY HDR ENGINEERING

THIS SHEET SOURCED FROM "015_MAGNETIC ANOMALY MAP";

SCALE: 1:1250

DOCK

YOKOHAMA NORTH

MAGNETIC SURVEY AREA

E N

L A

R G

E D M

A G

N E

N O

M A

L Y M

A P

AREA ABOVE TARGET DEPTH

LIMITS OF DREDGING

SIDE SLOPE AREA

S C

N D

A T

D E

N E

D B

S O

A T

N N

C O

N T

R A

C T N

E N

A M

D R

A W

G C

O D

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

®of Engineers

US Army Corps

U E D

A T

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

S M

M S

T S

B U

F O

R T S

H A

F T

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H I -5

O R

K S T

E C

H N

A L B

R A

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F O

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H A

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T E

H A

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U S A

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F E

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L U

L U D

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K O

H A

M A N

O R

T H D

O C

Y O

K O

H A

M A J

A P

A N

E X

C L

U S

E U

S E A

R E

A D

R E

D G

C-004

X=-59500

Y -1

0 1 2 3 4 5km

KEY MAP

°3

′0 E

°3

00"N35°28′

376 378

391392

414415

417 419

429430

438 439

440441

442 443

446447

448449

453 454

457458 459

462 463

474475

480482

488489

493 494

548 549

567 568

585 586

594 595

597 598

625 626

670 671 672

678679

681 682

684686

688689

727728

481 484

491 498

560561

563 575

603604

641642

685692

701702

GEODETIC PARAMETERS

LEGEND:

GRAPHIC SCALE:

SCALE: 1:1250

��70.0�μWb

��35.0�69.9μWb

��17.5�34.9μWb

�� 7.0�17.4μWb

SEGMENTATION OF MAGNETIC ANOMALY

45"N35°27′

0 100m

60.96m

REFERENCE:

(μWb = MICROWEBER)

PROVIDED BY HDR ENGINEERING

THIS SHEET SOURCED FROM "015_MAGNETIC ANOMALY MAP";

DOCK

YOKOHAMA NORTH

FALSE NORTHING : 0

FALSE EASTING : 0 Y : -17225.706

SCALE FACTOR : 0.9999 X : -58805.121

STANDARD PARALLEL : 36°N REFERENCE POINT : BM.1

139°50'E (C.D.L.) LONGITUDE OF ORIGIN :

JAPANESE CHART DATUMIX PROJECTION : JGD2000-

VERTICAL DATUM PROJECTION PARAMETERS

INVERSE FLATTENING(1/f) : 298.257222101

6378137.000 SEMI-MAJOR AXIS(a)(m) :

ELLIPSOID : GRS1980

ELLIPSOIDAL PARAMETERS

SURVEY AREA

YOKOHAMA NORTH DOCK

TOKYO BAY

YOKOHAMA CITY

KANAGAWA PREF.

MAGNETIC SURVEY AREA

SCALE: 1:1250

ENLARGED MAGNETIC ANOMALY MAP

E N

L A

R G

E D M

A G

N E

N O

M A

L Y M

A P

C -0

B R E A K L

C -0

LEGEND:

AREA ABOVE TARGET DEPTH

LIMITS OF DREDGING

SIDE SLOPE AREA

S C

N D

A T

D E

N E

D B

S O

A T

N N

C O

N T

R A

C T N

E N

A M

D R

A W

G C

O D

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

®of Engineers

US Army Corps

U E D

A T

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

S M

M S

T S

B U

F O

R T S

H A

F T

E R

H I -5

O R

K S T

E C

H N

A L B

R A

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GRAPHIC SCALE:

WALL

BREAKWATER

NORTH

OF SURVEY AREA

APPROXIMATE LIMIT

ARTIFICIAL OBJECT MAP

SCALE: 1:2500

SEABED FEATURES

SCARS OF ANCHOR

100 200m

SCALE: 1:2500

DOCK

YOKOHAMA NORTH

KANAGAWA PREF.

YOKOHAMA CITY

SURVEY AREA

YOKOHAMA NORTH DOCK

TOKYO BAY

COARSE SEDIMENT (SAND/GRAVEL)

FINE SEDIMENT (CLAY/SILT)

BOULDERS

ROCK OUTCROP / STIFF SILT /

OVERALL SIDE SCAN SONAR

SCxxx

SHEET C-108)

SONAR CONTACTS (DEFINED ON

LIMITS OF DREDGING

SC185

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0 1 2 3 4 5km

C-005

REFERENCE:

SEE C-009 FOR EXAMPLES & POSITIONS LIST OF SONAR CONTACTS

PROVIDED BY HDR ENGINEERING

THIS SHEET SOURCED FROM "015_Magnetic Anomaly Map.dgn";

°3

Y -1

°3

Y -1

°3

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°3

X=-58500

15"N35°28′

X=-59000

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®of Engineers

US Army Corps

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SC109 C-006

REFERENCE:

SEE C-009 FOR EXAMPLES & POSITIONS LIST OF SONAR CONTACTS

PROVIDED BY HDR ENGINEERING

THIS SHEET SOURCED FROM "015_Magnetic Anomaly Map.dgn";

Y -1

°3

Y -1

°3

X=-58500

X=-59000

C -0

B R E A K L

0 1 2 3 4 5km

KEY MAP

SEABED FEATURES

KANAGAWA PREF.

YOKOHAMA CITY

SURVEY AREA

YOKOHAMA NORTH DOCK

TOKYO BAY

15"N35°28′

GRAPHIC SCALE:

0 100m

SCALE: 1:1250

ENLARGED SIDE SCAN SONAR

A R

L O

B J E

C T M

A P

E N

L A

R G

E D S

E S

C A

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ARTIFICIAL OBJECT MAP 1 OF 2

SCARS OF ANCHOR

COARSE SEDIMENT (SAND/GRAVEL)

FINE SEDIMENT (CLAY/SILT)

BOULDERS

ROCK OUTCROP / STIFF SILT /

SCxxx

SHEET C-108)

SONAR CONTACTS (DEFINED ON

LIMITS OF DREDGING

S C

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US Army Corps

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OF SURVEY AREA

APPROXIMATE LIMIT

SC185

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C-007

Y -1

°3

Y -1

°3 ′ 1 E

°3

45"N35°27′

X=-59500

00"N35°28′

C -0

B R E A K L

C -0

REFERENCE:

SEE C-009 FOR EXAMPLES & POSITIONS LIST OF SONAR CONTACTS

PROVIDED BY HDR ENGINEERING

THIS SHEET SOURCED FROM "015_Magnetic Anomaly Map.dgn";

0 1 2 3 4 5km

KEY MAP

SEABED FEATURES

KANAGAWA PREF.

YOKOHAMA CITY

SURVEY AREA

YOKOHAMA NORTH DOCK

TOKYO BAY

GRAPHIC SCALE:

0 100m

SCALE: 1:1250

ENLARGED SIDE SCAN SONAR

ARTIFICIAL OBJECT MAP 2 OF 2

A R

L O

B J E

C T M

A P

E N

L A

R G

E D S

E S

C A

N S

O N

SCARS OF ANCHOR

COARSE SEDIMENT (SAND/GRAVEL)

FINE SEDIMENT (CLAY/SILT)

BOULDERS

ROCK OUTCROP / STIFF SILT /

SCxxx

SHEET C-108)

SONAR CONTACTS (DEFINED ON

LIMITS OF DREDGING

S C

N D

A T

D E

N E

D B

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C T N

E N

A M

D R

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G C

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2 3 4 5 6 7 8 9 10

SHEET ID

M A

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®of Engineers

US Army Corps

U E D

A T

S U

B M

T E

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C H

E C

K E

D B

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A W

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M S

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C-008

REFERENCE:

POSITION LIST OF SONAR CONTACT

No. X Y Lat. Lon. Note

SC001 -58536.62 -17422.77 35°28′19.9904″N 139°38′28.8610″E

SC002 -58550.21 -17423.12 35°28′19.5494″N 139°38′28.8481″E

SC003 -58552.57 -17418.73 35°28′19.4730″N 139°38′29.0225″E

SC004 -58554.24 -17387.37 35°28′19.4208″N 139°38′30.2666″E 1m < OBJ.

SC005 -58559.42 -17394.36 35°28′19.2523″N 139°38′29.9897″E 1m < OBJ.

SC006 -58601.54 -17385.91 35°28′17.8860″N 139°38′30.3282″E

SC007 -58605.58 -17379.98 35°28′17.7553″N 139°38′30.5637″E

SC008 -58606.39 -17380.11 35°28′17.7290″N 139°38′30.5586″E

SC009 -58606.75 -17378.75 35°28′17.7174″N 139°38′30.6126″E

SC010 -58607.36 -17376.39 35°28′17.6978″N 139°38′30.7062″E

SC011 -58606.97 -17371.61 35°28′17.7107″N 139°38′30.8958″E

SC012 -58606.36 -17374.98 35°28′17.7303″N 139°38′30.7621″E

SC013 -58605.21 -17375.42 35°28′17.7676″N 139°38′30.7446″E

SC014 -58601.67 -17456.84 35°28′17.8773″N 139°38′27.5145″E

SC015 -58603.86 -17458.27 35°28′17.8062″N 139°38′27.4579″E

SC016 -58606.33 -17451.19 35°28′17.7265″N 139°38′27.7390″E

SC017 -58611.94 -17440.75 35°28′17.5451″N 139°38′28.1536″E

SC018 -58635.12 -17468.85 35°28′16.7911″N 139°38′27.0407″E

SC019 -58644.15 -17469.31 35°28′16.4981″N 139°38′27.0231″E

SC020 -58735.10 -17474.48 35°28′13.5464″N 139°38′26.8251″E

SC021 -58766.76 -17480.64 35°28′12.5186″N 139°38′26.5832″E

SC022 -58767.26 -17479.80 35°28′12.5024″N 139°38′26.6165″E

SC023 -58771.07 -17466.82 35°28′12.3796″N 139°38′27.1317″E

SC024 -58780.40 -17472.08 35°28′12.0765″N 139°38′26.9238″E

SC025 -58698.20 -17344.82 35°28′14.7520″N 139°38′31.9655″E

SC026 -58710.11 -17342.96 35°28′14.3656″N 139°38′32.0402″E

SC027 -58716.39 -17347.89 35°28′14.1615″N 139°38′31.8452″E

SC028 -58698.85 -17333.34 35°28′14.7316″N 139°38′32.4210″E

SC029 -58708.92 -17337.69 35°28′14.4045″N 139°38′32.2492″E

SC030 -58736.90 -17328.57 35°28′13.4972″N 139°38′32.6131″E

SC031 -58730.00 -17315.41 35°28′13.7219″N 139°38′33.1346″E

SC032 -58729.52 -17310.71 35°28′13.7378″N 139°38′33.3210″E

SC033 -58732.39 -17305.18 35°28′13.6450″N 139°38′33.5406″E

SC034 -58738.27 -17296.40 35°28′13.4547″N 139°38′33.8893″E

SC035 -58747.26 -17290.44 35°28′13.1634″N 139°38′34.1264″E

SC036 -58736.00 -17306.34 35°28′13.5278″N 139°38′33.4949″E

SC037 -58742.32 -17305.00 35°28′13.3227″N 139°38′33.5485″E

SC038 -58748.51 -17303.11 35°28′13.1220″N 139°38′33.6239″E

SC039 -58747.18 -17273.23 35°28′13.1670″N 139°38′34.8091″E Pole

SC040 -58748.73 -17273.93 35°28′13.1167″N 139°38′34.7815″E Pole

SC041 -58750.60 -17272.47 35°28′13.0561″N 139°38′34.8395″E Pole

SC042 -58756.08 -17274.10 35°28′12.8782″N 139°38′34.7753″E

SC043 -58752.62 -17271.50 35°28′12.9906″N 139°38′34.8781″E Pole

SC044 -58757.33 -17269.38 35°28′12.8379″N 139°38′34.9626″E Pole

SC045 -58758.28 -17268.18 35°28′12.8071″N 139°38′35.0103″E Pole

SC046 -58756.12 -17267.05 35°28′12.8773″N 139°38′35.0549″E Pole

SC047 -58758.04 -17263.13 35°28′12.8152″N 139°38′35.2106″E Pole

SC048 -58757.08 -17261.08 35°28′12.8465″N 139°38′35.2918″E Pole

SC049 -58757.98 -17260.03 35°28′12.8174″N 139°38′35.3335″E Pole

SC050 -58756.47 -17264.87 35°28′12.8661″N 139°38′35.1414″E Pole

SC051 -58755.07 -17264.67 35°28′12.9115″N 139°38′35.1493″E Pole

SC052 -58752.93 -17265.12 35°28′12.9809″N 139°38′35.1313″E Pole

SC053 -58752.52 -17268.13 35°28′12.9941″N 139°38′35.0118″E Pole

SC054 -58751.16 -17266.13 35°28′13.0383″N 139°38′35.0911″E Pole

SC055 -58749.53 -17265.08 35°28′13.0913″N 139°38′35.1326″E Pole

SC056 -58748.57 -17266.83 35°28′13.1223″N 139°38′35.0631″E Pole

SC057 -58751.02 -17270.51 35°28′13.0426″N 139°38′34.9173″E Pole

SC058 -58748.82 -17269.93 35°28′13.1140″N 139°38′34.9401″E Pole

SC059 -58749.28 -17271.74 35°28′13.0990″N 139°38′34.8684″E Pole

SC060 -58788.29 -17249.59 35°28′11.8345″N 139°38′35.7500″E

SC061 -58778.88 -17416.88 35°28′12.1293″N 139°38′29.1133″E

SC062 -58778.00 -17411.48 35°28′12.1582″N 139°38′29.3274″E Tire

SC063 -58768.00 -17374.72 35°28′12.4850″N 139°38′30.7848″E

SC064 -58768.20 -17351.92 35°28′12.4800″N 139°38′31.6893″E Tire

SC065 -58767.19 -17348.20 35°28′12.5130″N 139°38′31.8368″E Tire

SC066 -58775.77 -17354.57 35°28′12.2342″N 139°38′31.5847″E Tire

SC067 -58777.93 -17352.32 35°28′12.1642″N 139°38′31.6742″E Tire

SC068 -58781.48 -17362.32 35°28′12.0484″N 139°38′31.2778″E

SC069 -58792.06 -17385.22 35°28′11.7036″N 139°38′30.3702″E

SC070 -58804.01 -17373.35 35°28′11.3166″N 139°38′30.8420″E

SC071 -58815.57 -17356.53 35°28′10.9425″N 139°38′31.5101″E

SC072 -58798.81 -17407.63 35°28′11.4832″N 139°38′29.4818″E

SC073 -58819.32 -17288.19 35°28′10.8251″N 139°38′34.2212″E Pole

SC074 -58820.76 -17288.09 35°28′10.7784″N 139°38′34.2253″E Pole

SC075 -58821.94 -17286.20 35°28′10.7402″N 139°38′34.3003″E Pole

SC076 -58822.94 -17285.17 35°28′10.7078″N 139°38′34.3413″E Pole

SC077 -58820.26 -17282.09 35°28′10.7950″N 139°38′34.4632″E Pole

SC078 -58820.39 -17284.87 35°28′10.7906″N 139°38′34.3530″E Pole

SC079 -58847.03 -17333.61 35°28′09.9231″N 139°38′32.4216″E

SC080 -58852.64 -17334.40 35°28′09.7410″N 139°38′32.3907″E

SC081 -58832.19 -17494.47 35°28′10.3945″N 139°38′26.0396″E 1m < OBJ.

SC082 -58852.50 -17485.04 35°28′09.7360″N 139°38′26.4153″E 1m < OBJ.

SC083 -58862.30 -17477.09 35°28′09.4185″N 139°38′26.7314″E

SC084 -58881.93 -17483.82 35°28′08.7811″N 139°38′26.4659″E

SC085 -58912.55 -17407.92 35°28′07.7923″N 139°38′29.4790″E

SC086 -58908.50 -17388.87 35°28′07.9249″N 139°38′30.2344″E

SC087 -58987.73 -17423.58 35°28′05.3517″N 139°38′28.8636″E 1m < OBJ.

SC088 -58998.80 -17423.43 35°28′04.9924″N 139°38′28.8704″E 1m < OBJ.

SC089 -59029.93 -17463.62 35°28′03.9797″N 139°38′27.2787″E

SC090 -59042.41 -17447.76 35°28′03.5757″N 139°38′27.9087″E

SC091 -59036.08 -17317.73 35°28′03.7893″N 139°38′33.0660″E

SC092 -59035.87 -17313.31 35°28′03.7964″N 139°38′33.2414″E

SC093 -58963.85 -17225.86 35°28′06.1390″N 139°38′36.7047″E

SC094 -58928.88 -17181.95 35°28′07.2765″N 139°38′38.4438″E

SC095 -58919.67 -17155.50 35°28′07.5770″N 139°38′39.4923″E

SC096 -58916.72 -17146.98 35°28′07.6733″N 139°38′39.8300″E

SC097 -58897.99 -17140.49 35°28′08.2815″N 139°38′40.0860″E

SC098 -58952.20 -17109.46 35°28′06.5243″N 139°38′41.3210″E

SC099 -58980.52 -17106.98 35°28′05.6054″N 139°38′41.4215″E

SC100 -58961.30 -17084.12 35°28′06.2305″N 139°38′42.3268″E

No. X Y Lat. Lon. Note

SC101 -58906.93 -17024.83 35°28′07.9985″N 139°38′44.6746″E

SC102 -58917.30 -17024.78 35°28′07.6620″N 139°38′44.6773″E

SC103 -58908.04 -17008.46 35°28′07.9635″N 139°38′45.3240″E Tire

SC104 -58982.00 -16959.86 35°28′05.5665″N 139°38′47.2574″E 1m < OBJ.

SC105 -59013.51 -16936.14 35°28′04.5454″N 139°38′48.2006″E 1m < OBJ.

SC106 -59015.53 -16929.34 35°28′04.4803″N 139°38′48.4705″E

SC107 -59093.64 -16855.89 35°28′01.9501″N 139°38′51.3898″E

SC108 -59100.85 -16841.14 35°28′01.7170″N 139°38′51.9754″E

SC109 -59131.45 -16814.17 35°28′00.7257″N 139°38′53.0475″E 1m < OBJ.

SC110 -59163.42 -16782.51 35°27′59.6901″N 139°38′54.3057″E

SC111 -59189.68 -16810.88 35°27′58.8363″N 139°38′53.1824″E 1m < OBJ.

SC112 -59246.79 -16680.61 35°27′56.9909″N 139°38′58.3538″E

SC113 -59259.61 -16700.30 35°27′56.5737″N 139°38′57.5737″E 1m < OBJ.

SC114 -59279.68 -16764.23 35°27′55.9186″N 139°38′55.0394″E

SC115 -59269.49 -16629.57 35°27′56.2574″N 139°39′00.3800″E

SC116 -59284.37 -16627.85 35°27′55.7746″N 139°39′00.4493″E

SC117 -59366.36 -16570.82 35°27′53.1175″N 139°39′02.7174″E

SC118 -59379.88 -16563.46 35°27′52.6792″N 139°39′03.0104″E

SC119 -59390.02 -16525.88 35°27′52.3524″N 139°39′04.5017″E 1m < OBJ.

SC120 -59450.51 -16466.81 35°27′50.3930″N 139°39′06.8491″E 1m < OBJ.

SC121 -59450.59 -16455.86 35°27′50.3910″N 139°39′07.2835″E 1m < OBJ.

SC122 -59457.79 -16449.56 35°27′50.1578″N 139°39′07.5339″E 1m < OBJ.

SC123 -59465.50 -16449.92 35°27′49.9075″N 139°39′07.5201″E 1m < OBJ.

SC124 -59467.59 -16451.31 35°27′49.8396″N 139°39′07.4652″E 1m < OBJ.

SC125 -59474.70 -16458.27 35°27′49.6085″N 139°39′07.1896″E 1m < OBJ.

SC126 -59477.17 -16461.43 35°27′49.5282″N 139°39′07.0645″E 1m < OBJ.

SC127 -59480.60 -16476.82 35°27′49.4159″N 139°39′06.4543″E

SC128 -59488.22 -16540.51 35°27′49.1649″N 139°39′03.9286″E

SC129 -59493.98 -16430.86 35°27′48.9845″N 139°39′08.2782″E

SC130 -59504.08 -16450.79 35°27′48.6556″N 139°39′07.4884″E

SC131 -59557.24 -16464.49 35°27′46.9297″N 139°39′06.9489″E

SC132 -59562.04 -16487.63 35°27′46.7725″N 139°39′06.0314″E

SC133 -59531.02 -16363.33 35°27′47.7865″N 139°39′10.9594″E

SC134 -59523.98 -16332.38 35°27′48.0168″N 139°39′12.1865″E 1m < OBJ.

SC135 -59565.82 -16285.00 35°27′46.6619″N 139°39′14.0688″E

SC136 -59491.50 -16328.04 35°27′49.0711″N 139°39′12.3563″E

SC137 -59488.65 -16327.55 35°27′49.1636″N 139°39′12.3756″E

SC138 -59474.59 -16334.65 35°27′49.6194″N 139°39′12.0929″E Tire

SC139 -59503.40 -16278.74 35°27′48.6878″N 139°39′14.3126″E

SC140 -59501.80 -16224.17 35°27′48.7429″N 139°39′16.4770″E 1m < OBJ.

SC141 -59466.46 -16216.69 35°27′49.8902″N 139°39′16.7712″E 1m < OBJ.

SC142 -59467.02 -16258.68 35°27′49.8695″N 139°39′15.1057″E

SC143 -59438.67 -16224.94 35°27′50.7915″N 139°39′16.4419″E

SC144 -59434.13 -16221.78 35°27′50.9390″N 139°39′16.5669″E

SC145 -59437.60 -16202.09 35°27′50.8276″N 139°39′17.3482″E 1m < OBJ.

SC146 -59434.82 -16178.00 35°27′50.9192″N 139°39′18.3035″E

SC147 -59412.06 -16179.51 35°27′51.6577″N 139°39′18.2420″E

SC148 -59411.33 -16186.83 35°27′51.6809″N 139°39′17.9516″E 1m < OBJ.

SC149 -59410.28 -16265.38 35°27′51.7104″N 139°39′14.8359″E

SC150 -59415.26 -16267.67 35°27′51.5486″N 139°39′14.7454″E

SC151 -59414.37 -16270.47 35°27′51.5774″N 139°39′14.6343″E

SC152 -59395.27 -16271.57 35°27′52.1971″N 139°39′14.5892″E

SC153 -59388.33 -16265.67 35°27′52.4227″N 139°39′14.8228″E

SC154 -59380.51 -16188.51 35°27′52.6810″N 139°39′17.8827″E Concrete Block

SC155 -59364.23 -16243.56 35°27′53.2060″N 139°39′15.6980″E Tire

SC156 -59351.11 -16236.35 35°27′53.6322″N 139°39′15.9831″E Tire

SC157 -59347.49 -16283.44 35°27′53.7469″N 139°39′14.1150″E Tire

SC158 -59338.07 -16300.32 35°27′54.0516″N 139°39′13.4448″E Tire

SC159 -59324.88 -16320.49 35°27′54.4784″N 139°39′12.6438″E

SC160 -59321.44 -16256.91 35°27′54.5938″N 139°39′15.1654″E Concrete Block

SC161 -59314.29 -16261.20 35°27′54.8255″N 139°39′14.9947″E Concrete Block

SC162 -59299.29 -16280.59 35°27′55.3112″N 139°39′14.2246″E Concrete Block

SC163 -59291.09 -16266.30 35°27′55.5781″N 139°39′14.7908″E Concrete Block

SC164 -59302.92 -16334.31 35°27′55.1902″N 139°39′12.0940″E Tire

SC165 -59273.79 -16331.49 35°27′56.1356″N 139°39′12.2038″E

SC166 -59273.02 -16354.91 35°27′56.1592″N 139°39′11.2747″E

SC167 -59267.25 -16374.08 35°27′56.3453″N 139°39′10.5139″E Tire

SC168 -59252.86 -16301.72 35°27′56.8166″N 139°39′13.3831″E Concrete Block

SC169 -59243.65 -16309.15 35°27′57.1150″N 139°39′13.0877″E Concrete Block

SC170 -59184.10 -16412.70 35°27′59.0413″N 139°39′08.9760″E

SC171 -59190.46 -16451.64 35°27′58.8326″N 139°39′07.4319″E

SC172 -59179.80 -16377.24 35°27′59.1829″N 139°39′10.3823″E Concrete Block

SC173 -59179.70 -16374.20 35°27′59.1864″N 139°39′10.5028″E Concrete Block

SC174 -59175.15 -16383.27 35°27′59.3335″N 139°39′10.1427″E Concrete Block

SC175 -59171.28 -16384.74 35°27′59.4590″N 139°39′10.0841″E Concrete Block

SC176 -59161.34 -16397.85 35°27′59.7808″N 139°39′09.5634″E Concrete Block

SC177 -59158.03 -16399.15 35°27′59.8881″N 139°39′09.5116″E Concrete Block

SC178 -59154.57 -16402.32 35°28′00.0002″N 139°39′09.3856″E Concrete Block

SC179 -59151.74 -16405.32 35°28′00.0918″N 139°39′09.2664″E Concrete Block

SC180 -59154.72 -16405.60 35°27′59.9951″N 139°39′09.2555″E Concrete Block

SC181 -59151.73 -16442.03 35°28′00.0900″N 139°39′07.8103″E

SC182 -59136.55 -16463.43 35°28′00.5813″N 139°39′06.9603″E

SC183 -59133.16 -16426.66 35°28′00.6935″N 139°39′08.4186″E Concrete Block

SC184 -59127.72 -16433.63 35°28′00.8696″N 139°39′08.1417″E Concrete Block

SC185 -59123.19 -16437.44 35°28′01.0164″N 139°39′07.9903″E Concrete Block

SC186 -59120.49 -16441.80 35°28′01.1037″N 139°39′07.8171″E Concrete Block

SC187 -59117.94 -16443.79 35°28′01.1864″N 139°39′07.7380″E Concrete Block

SC188 -59116.48 -16445.68 35°28′01.2336″N 139°39′07.6629″E

SC189 -59114.46 -16448.09 35°28′01.2990″N 139°39′07.5672″E

SC190 -59111.16 -16451.36 35°28′01.4059″N 139°39′07.4372″E

SC191 -59117.15 -16509.21 35°28′01.2081″N 139°39′05.1430″E

SC192 -59118.16 -16530.38 35°28′01.1741″N 139°39′04.3033″E 1m < OBJ.

SC193 -59085.56 -16542.26 35°28′02.2312″N 139°39′03.8297″E 1m < OBJ.

SC194 -59080.33 -16546.71 35°28′02.4007″N 139°39′03.6528″E

SC195 -59088.17 -16572.54 35°28′02.1447″N 139°39′02.6288″E

SC196 -59074.27 -16499.00 35°28′02.6002″N 139°39′05.5448″E Concrete Block

SC197 -59056.43 -16520.90 35°28′03.1778″N 139°39′04.6749″E Concrete Block

SC198 -59053.16 -16525.60 35°28′03.2836″N 139°39′04.4882″E Concrete Block

SC199 -59049.26 -16531.33 35°28′03.4098″N 139°39′04.2606″E Concrete Block

SC200 -59046.07 -16535.44 35°28′03.5131″N 139°39′04.0974″E Concrete Block

SC201 -59048.49 -16554.80 35°28′03.4334″N 139°39′03.3296″E Concrete Block

EXAMPLES:

FOR PROVIDED MAPS COORESPONDING TO THIS DATA.

PROVIDED BY HDR ENGINEERING. PLEASE SEE C-006 THRU C-008

THIS SHEET SOURCED FROM "015_Magnetic Anomaly Map.dgn";

C O

N T

A C

T S E

X A

M P

L E

P O

N T

A B

L E O

F S

O N

SCALE: N/ACONTACTS & EXAMPLES

POSITION TABLE OF SONAR

NOTES:

FOR CLARITY.

UNKNOWN OBJECTS ARE LEFT BLANK IN THE "Note" COLUMN

S C

N D

A T

D E

N E

D B

S O

A T

N N

C O

N T

R A

C T N

E N

A M

D R

A W

G C

O D

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

®of Engineers

US Army Corps

U E D

A T

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

S M

M S

T S

B U

F O

R T S

H A

F T

E R

H I -5

O R

K S T

E C

H N

A L B

R A

N C

F O

R T S

H A

F T

T E

H A

W A

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

H O

N O

L U

L U D

T R

Y O

K O

H A

M A N

O R

T H D

O C

Y O

K O

H A

M A J

A P

A N

E X

C L

U S

E U

S E A

R E

A D

R E

D G

FINAL

ELEV=2.837m E=-59493.380 N=-16367.891

BRASS DISK

CONTROL POINT "YND-03"

6+ 00 6+ .9

ELEV=1.077m (C.D.L.)

E=-58805.121 N=-17225.706

BRASS DISK

CONTROL POINT "BM.1"

ELEV=2.837m E=-59055.935 N=-16568.409

BRASS DISK

CONTROL POINT "YND-02"

ELEV=2.403m E=-58773.347 N=-17225.156

BRASS DISK

CONTROL POINT "YND-01"

C A

N A

D O C K

BLDGBLDG

BLDG

B L D

B L

D G

BLDG

B L

D G

BLDG

0+00

383941424344 40

26 27

1819202122

5+50

5+00

2+502+001+00 1+50

0+50

4+502+50 3+501+501+00 2+00 3+00 4+00

0+50

.6 m

°5 '2

469.174m333°6'11" .96

°16 '53

1099.402m

128°43'0"

.8 m

°2

277.500m 142°25'5"

CN100

CN101

CN102

CN103

CN104

NORTHING EASTING NORTHING EASTING

DREDGING LIMITS - DRY STORAGE DREDGING LIMITS - WET STORAGE

CONTROL POINT

NORTHING EASTING

-58805.121 -17225.706

NOTE: ALL UNITS ARE IN METRIC(m) UNLESS INDICATED OTHERWISE.

GRAPHIC SCALE

300m0

SCALE: 1:3000

150m 200m

BM.1

-58773.347 -17225.156

-58805.121 -17225.706

-16367.891-59493.380

YND-01

YND-02

YND-03

150m 75m

112.5m

NOTE:

SCALE: 1:3000

O V

E R

A L L D

R E

D G

G P

L A

OVERALL DREDGING PLAN

AREA ABOVE TARGET DEPTH

LEGEND

-58582.824

-58597.777

-58626.632

-58654.475

-58700.902

-58736.516

-58772.775

-58796.055

-58810.563

-58839.499

-58864.228

-58886.022

-58891.227

-58909.731

-58954.146

-58987.694

-58971.915

-58982.673

-58998.691

-58862.992

-58813.944

-58792.417

-58671.966

-58610.358

-58594.410

-17392.259

-17376.432

-17377.816

-17379.151

-17332.710

-17297.558

-17262.775

-17237.451

-17250.986

-17275.808

-17336.594

-17381.264

-17393.860

-17386.141

-17362.548

-17361.151

-17323.121

-17318.700

-17359.659

-17414.858

-17281.151

-17258.421

-17396.840

-17384.116

-17402.886

LIMITS OF DREDGING

-59074.878

-59111.326

-59147.614

-59179.481

-59213.152

-59250.266

-59282.985

-59317.022

-59350.254

-59387.463

-59391.860

-59414.861

-59452.024

-59486.560

-59518.484

-59522.037

-59539.847

-59386.018

-59364.402

-59349.591

-59055.350

-16580.201

-16545.514

-16510.980

-16472.335

-16435.369

-16401.602

-16363.751

-16327.125

-16289.751

-16255.000

-16250.269

-16271.618

-16305.053

-16341.646

-16380.484

-16384.017

-16364.845

-16225.902

-16251.074

-16238.912

-16555.529

BASELINE

"LIMITS OF DREDGING" REFERS TO AREA THAT CAN BE AFFECTED BY DREDGING DIRECTLY.

OUTSIDE OF LIMITS OF DREDGING

SIDE SLOPE AREA

S C

N D

A T

D E

N E

D B

S O

A T

N N

C O

N T

R A

C T N

E N

A M

D R

A W

G C

O D

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

®of Engineers

US Army Corps

U E D

A T

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

S M

M S

T S

B U

F O

R T S

H A

F T

E R

H I -5

O R

K S T

E C

H N

A L B

R A

N C

F O

R T S

H A

F T

T E

H A

W A

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

H O

N O

L U

L U D

T R

Y O

K O

H A

M A N

O R

T H D

O C

Y O

K O

H A

M A J

A P

A N

E X

C L

U S

E U

S E A

R E

A D

R E

D G

FINAL

.3 .2

.3 5

.2 5

.2 .2

.1 5

.1 .1

.0 .0

.9 4

.9 .9

.8 4

.7 4

.7 .7

.7 4

.7 .7

.7 4

.6 .6

.7 .6

.6 4

.6 .6

.5 4

.5 .4

.5 4

.3 4

.3 .3

.2 4

.2 4 .2

.2 4

.1 4

.8 3

.2 .2

.2 3

.1 3

.0 .0

.9 .9

.6 2

.4 2

.2 .2

.1 .0

.7 1

.7 .7 1

.5 1

.2 1

.7 0

.6 .5

1+00

1 2

14 1+50 2+00

2+50

BRIDGE

BLDG

BLDG BLDG

BLDG

B L

D G

B L

D G

LIMITS OF DREDGING

CN101

D R

E D

G P

L A

N O

E N

L A

R G

E D D

R Y S

T O

R A

DOCK

KEY PLAN

NTS

NOTES:

NOTE: ALL UNITS ARE IN METRIC(m) UNLESS INDICATED OTHERWISE.

GRAPHIC SCALE

0 25m 50m 75m

SCALE: 1:500

12.5m25m

DREDGE TO -5.0m LLW

BULKHEAD, TYP.

5m OFFSET FROM

STORAGE AREA, SEE SHEETS CN301-CN308.

FOR CROSS-SECTIONS OF BOTH DRY STORAGE AREA AND WET

WATER.

DREDGE WET STORAGE AREA TO A DEPTH OF 5.6m LOWEST LOW

WATER.

DREDGE DRY STORAGE AREA TO A DEPTH OF 5.0m LOWEST LOW

SCALE: 1:3000

DREDGING PLAN - 1 OF 2

ENLARGED DRY STORAGE

STA 0+00

DRY STORAGE

CN102

CN101

MATCHLINE -

0+00

LIMITS OF DREDGING

NOTES:

ABOVE SLOPED "TARGET DEPTH".

"EQUILIBRIUM SIDE SLOPE AREA" IS WHERE A 1:4 SLOPE OCCURS, UP FROM -5.0m, WHERE AREA IS

"LIMITS OF DREDGING" REFERS TO AREA THAT CAN BE AFFECTED BY ACTIVE DREDGING. ESTIMATED

AREA ABOVE TARGET DEPTH

LIMITS OF DREDGING BASELINE

LEGEND

OUTSIDE OF LIMITS OF DREDGING

ESTIMATED EQUILIBRIUM SIDE SLOPE AREA

S C

N D

A T

D E

N E

D B

S O

A T

N N

C O

N T

R A

C T N

E N

A M

D R

A W

G C

O D

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

®of Engineers

US Army Corps

U E D

A T

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

S M

M S

T S

B U

F O

R T S

H A

F T

E R

H I -5

O R

K S T

E C

H N

A L B

R A

N C

F O

R T S

H A

F T

T E

H A

W A

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

H O

N O

L U

L U D

T R

Y O

K O

H A

M A N

O R

T H D

O C

Y O

K O

H A

M A J

A P

A N

E X

C L

U S

E U

S E A

R E

A D

R E

D G

FINAL

.5 .5

.4 .4

.3 .3

.2 .2

.1 .1

.1 .2

.0 .0

.0 .1

.0 .0

.9 .9

.8 .8

.7 .8

.4 .4

.3 .3

.0 .0

.8 .8

.8 7

.8 .8

.7 7

.7 .7

.6 .6

.6 7

.5 .5

.4 7

.3 7

.1 .1

.0 .0

.9 .9

.4 6

.3 6

.2 .3

.3 .2

.0 6

.9 5

.8 .8

.7 .7

.3 5

.1 5

.2 .2

.0 .0

.9 .9

.7 .7

LIMITS OF DREDGING

CN102

D R

E D

G P

L A

N O

E N

L A

R G

E D D

R Y S

T O

R A

NTS

NOTES:

5+00

5+50

B L

D G

B L

D G

B L

D G

B L

D G58

0 1

LIMITS OF DREDGING

DREDGE TO -5.0m LLW

BULKHEAD, TYP.

5m OFFSET FROM

STORAGE AREA, SEE SHEETS CN301-CN308.

FOR CROSS-SECTIONS OF BOTH DRY STORAGE AREA AND WET

WATER.

DREDGE WET STORAGE AREA TO A DEPTH OF 5.6m LOWEST LOW

WATER.

DREDGE DRY STORAGE AREA TO A DEPTH OF 5.0m LOWEST LOW

DREDGING PLAN - 2 OF 2

ENLARGED DRY STORAGE

SCALE: 1:500

STA 6+17.9

DRY STORAGE

MATCHLINE

CN102

CN101

NOTE: ALL UNITS ARE IN METRIC(m) UNLESS INDICATED OTHERWISE.

GRAPHIC SCALE

0 25m 50m 75m

SCALE: 1:500

12.5m25m

LEGEND

NOTES:

ABOVE SLOPED "TARGET DEPTH".

"EQUILIBRIUM SIDE SLOPE AREA" IS WHERE A 1:4 SLOPE OCCURS, UP FROM -5.0m, WHERE AREA IS

"LIMITS OF DREDGING" REFERS TO AREA THAT CAN BE AFFECTED BY ACTIVE DREDGING. ESTIMATED

AREA ABOVE TARGET DEPTH

LIMITS OF DREDGING BASELINE

S C

N D

A T

D E

N E

D B

S O

A T

N N

C O

N T

R A

C T N

E N

A M

D R

A W

G C

O D

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

®of Engineers

US Army Corps

U E D

A T

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

S M

M S

T S

B U

F O

R T S

H A

F T

E R

H I -5

O R

K S T

E C

H N

A L B

R A

N C

F O

R T S

H A

F T

T E

H A

W A

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

H O

N O

L U

L U D

T R

Y O

K O

H A

M A N

O R

T H D

O C

Y O

K O

H A

M A J

A P

A N

E X

C L

U S

E U

S E A

R E

A D

R E

D G

FINAL

3 1

0 1

8 1

7 1

6 1

5 1

4 1

3 1

2 1

0 1

.9 9

.9 9 .8

.8 9

.7 9

.7 .6

.7 9

.6 9 .7

.4 9

.5 .5

.5 9

.5 .5

.4 9

.3 9

.0 .0

.9 .9

.8 .8

.7 .7

.7 4

.6 .7

.6 .6

.6 4

.6 .5

.6 .6

.5 4

.4 4

.4 .4 4

.4 4

.4 .3

.3 .3

.3 4

.2 .2

.0 4

.0 .0

.0 4

.0 .0

.9 .9

.7 .7

.7 3

.8 .7

.6 .5

.4 3

.4 .4

.4 3

.4 3 .4

.3 .3

.2 3

.2 .2

.1 3

.9 2

.6 2

.4 .4

.2 2

.0 2

.1 1

.0 1

.0 1 .0

.9 0

.8 0

.7 .8

.5 0

LIMITS OF DREDGING

CN103

D R

E D

G P

L A

N O

E N

L A

R G

E D W

E T S

T O

R A

NTS

NOTES:

1+000+50 1+50 2+00

BLDG

BLDGBLDG

BLDG

LIMITS OF DREDGING

DREDGE TO -5.6m LLW

BREAKWATER

RAMP

STORAGE AREA, SEE SHEETS CN301-CN308.

FOR CROSS-SECTIONS OF BOTH DRY STORAGE AREA AND WET

WATER.

DREDGE WET STORAGE AREA TO A DEPTH OF 5.6m LOWEST LOW

WATER.

DREDGE DRY STORAGE AREA TO A DEPTH OF 5.0m LOWEST LOW

DREDGING PLAN - 1 OF 2

ENLARGED WET STORAGE

SCALE: 1:500

STA 0+00

WET STORAGE

M A

T C

H L

C N

43 42

NOTE: ALL UNITS ARE IN METRIC(m) UNLESS INDICATED OTHERWISE.

GRAPHIC SCALE

0 25m 50m 75m

SCALE: 1:500

12.5m25m

LEGEND

NOTES:

ABOVE SLOPED "TARGET DEPTH".

"EQUILIBRIUM SIDE SLOPE AREA" IS WHERE A 1:4 SLOPE OCCURS, UP FROM -5.6m, WHERE AREA IS

"LIMITS OF DREDGING" REFERS TO AREA THAT CAN BE AFFECTED BY ACTIVE DREDGING. ESTIMATED

BULKHEAD, TYP.

5M OFFSET FROM

AREA ABOVE TARGET DEPTH

LIMITS OF DREDGING BASELINE

S C

N D

A T

D E

N E

D B

S O

A T

N N

C O

N T

R A

C T N

E N

A M

D R

A W

G C

O D

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

®of Engineers

US Army Corps

U E D

A T

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

S M

M S

T S

B U

F O

R T S

H A

F T

E R

H I -5

O R

K S T

E C

H N

A L B

R A

N C

F O

R T S

H A

F T

T E

H A

W A

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

H O

N O

L U

L U D

T R

Y O

K O

H A

M A N

O R

T H D

O C

Y O

K O

H A

M A J

A P

A N

E X

C L

U S

E U

S E A

R E

A D

R E

D G

FINAL 1

8 1

4 1

2 1

1 1

.8 9

.7 9

.6 9

.7 .6

.4 9

.4 .4

.3 9

.3 9 .3

.2 9

.2 .2

.9 8

.6 8

.7 8

.6 8

.6 .6

.5 8

.5 8 .4

.4 8

.3 8

.1 8

.0 8

.0 .0

.8 7

.8 .8

.7 7

.7 .6 7

.5 .5

.4 7

.7 6

.7 .7

.7 6

.6 6

.6 .6

.5 6

.5 .5

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