Repairs Piers YND_PLANSET_RTA_Draft.pdf

PDF 24 MB Posted Sep 3, 2024

Attached to: FY 25 Repair of Pier 237, 341, AND 516, Yokohama North Dock, Yokohama, Japan
Solicitation number: W912HV24Z0026
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Sep 3, 2024

This document is a sources sought market survey announcement for a Design-Bid-Build requirement titled "FY 25 Repair of Pier 237, 341, AND 516, Yokohama North Dock, Yokohama, Japan". The U.S. Army Corps of Engineers, Japan District is seeking local sources physically located and licensed to conduct business in Japan to perform this project, which is estimated to be between YEN500,000,000 and YEN1,000,000,000 (Japanese YEN) in magnitude. The project will involve repairing deficiencies identified in recent pier inspection reports, including crack/spalling repair, coating, bollard replacement, and pier fender replacement. The Government anticipates issuing an Invitation for Bid (IFB) for this project in November 2024. Interested and capable local sources are encouraged to submit responses to this sources sought announcement, which is for planning purposes only and does not constitute a solicitation or commitment for award. Draft plans and specifications are provided for informational purposes.

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Other files

File	Type	Posted
Sources Sought W912HV24Z0026 Yokohoma North Dock v.3.docx	DOCX document	Sep 25, 2024
Sources Sought W912HV24Z0026 Yokohoma North Dock v.2.docx	DOCX document	Sep 23, 2024
Sources Sought W912HV24Z0026 Yokohoma North Dock.docx	DOCX document	Sep 3, 2024
Repairs Piers YND_SPECS_RTA_Draft.pdf	PDF	Sep 3, 2024
Sources Sought W912HV24Z0026 Yokohoma North Dock.docx	DOCX document	Sep 3, 2024

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BOLLARD

BOLLARD BOLLARD

LIFEBUOY

BOLLARD

NO PARKING

BOLLARD

4 K

BOLLARD

LIFEBUOY

BOLLARD

LIFEBUOY

BOLLARD

LIFEBUOY

-T

A M

KEROSENE TANK

507-N

BOLLARD

ISSUE DATE:

CONTRACT NO.:

TASK NO.: W912HV22F0029

AUGUST 2024

W912HV19D0006

FY 2024 REPAIR OF PIERS 237, 341 AND 516

YOKOHAMA NORTH DOCK, YOKOHAMA JAPAN

G-001

N M

T, V

D www.aecom.com

AECOM TECHNICAL SERVICES

1001 BISHOP STREET, SUITE 1600

HONOLULU, HAWAII 96813

JAPAN MAP LOCATION MAP(NOT TO SCALE) (NOT TO SCALE)VICINITY MAP (NOT TO SCALE)

HOKKAIDO

KYUSHU

SHIKOKU

MISAWA AB

YOKOTA AB

NAF ATSUGI

YOKOSUKA NB

IKEGO

HONSHU

SASEBO NB

MCAS IWAKUNI

CAMP FUJI

CAMP ZAMA

SAGAMIHARA HOUSING AREA

SAGAMI GENERAL DEPOT

IWO JIMA

OKINAWA

PROJECT

VICINITY

PLAN

NORTH

TRUE

NORTH

US Army Corps of Engineers

JAPAN DISTRICT

YOKOHAMA

NORTH DOCK

PIERS 237, 341 & 516

PIER 516

PIER 341

PIER 237

PIER 516

PROJECT LOCATION

YOKOHAMA NORTH DOCK

C R

O N

N N

C O

N O

D R

G C

O D

U .S

. A R

M Y

C O

O F

R S

N D

T, U N

A P

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

O M

H N

, I

N C

O P

T, S U

H O

N O

, H

I 9

E D

D B

C H

D B

D R

B Y:

RTA

O F

7, A

N D

A, J

U G

R .Y

2H V1

2H V2

JAPAN DISTRICT

-G -0

N O

D O

C K

DRAFT

G-002

O D

N O

S, A

O N

S, S

C R

O N

N N

C O

N O

D R

G C

O D

U .S

. A R

M Y

C O

O F

R S

N D

T, U N

A P

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

O M

H N

, I

N C

O P

T, S U

H O

N O

, H

I 9

E D

D B

C H

D B

D R

B Y:

RTA

O F

7, A

N D

A, J

U G

R . Y

2H V1

2H V2

JAPAN DISTRICT

-G -0

A N

O R

O C

GENERAL NOTES:

1. ALL EXISTING SITE CONDITIONS SHALL BE VERIFIED BY

THE CONTRACTOR PRIOR TO COMMENCING

CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL

NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF

ANY CONFLICT OR DISCREPANCIES.

2. THE CONTRACTOR SHALL TAKE MEASURES TO PROTECT

ALL EXISTING IMPROVEMENTS WITHIN AND ADJACENT

TO THE WORK AREA AND STAGING AREAS. ANY

DAMAGE CAUSED BY THE CONTRACTOR'S ACTIVITIES

SHALL BE REPLACED OR REPAIRED AT THE EXPENSE OF

THE CONTRACTOR AND AT NO COST TO THE USACE.

3. THE CONTRACTOR SHALL SECURE EQUIPMENT AND

PROTECT THE WORK AGAINST ADVERSE WEATHER

CONDITIONS AND SURGE / WAKE INFLUENCES FROM

PASSING VESSELS. PROVISIONS HALL BE MADE TO

ACCESS SHALLOW AREAS THROUGH THE USE OF

LIGHT-LOADED BARGES OR OTHER EQUIPMENT

SUITABLE FOR SHALLOWER WATER. ANY EXCAVATION

FOR ACCESS AND/OR FLOATATION SHALL BE SUBMITTED

IN WRITING FOR REVIEW AND APPROVAL BY THE

CONTRACTING OFFICER.

4. THE CONTRACTOR SHALL AVOID AND/OR PREVENT

DAMAGES TO ENVIRONMENTALLY SENSITIVE AREAS

DURING THE COURSE OF CONSTRUCTION. THIS

PROVISION IN NO WAY RELIEVES THE CONTRACTOR

FROM COMPLIANCE WITH APPLICABLE LOCAL AND

FEDERAL ENVIRONMENTAL REQUIREMENTS AND DOES

NOT CONSTITUTE A WAIVER OF ANY COLLATERAL

FEDERAL PERMITTING REQUIREMENTS OR LEGAL

OBLIGATION OF THE CONTRACTOR. THE USACE

RESERVES THE RIGHT TO SUSPEND WORK AT ANYTIME

IF DAMAGES OCCUR AND UNTIL SATISFACTORY

CORRECTIVE MEASURES ARE IMPLEMENTED BY THE

CONTRACTOR.

5. THE CONTRACTOR SHALL REMOVE ANY ENCOUNTERED

DEBRIS SUCH AS BOULDERS, CONCRETE, TIMBER

AND DISPOSE OF IN ACCORDANCE WITH LOCAL

REGULATIONS.

6. THE LOCATIONS OF EXISTING UTILITIES AND

SUBSTRUCTURES SHOWN HEREIN HAVE BEEN TAKEN

FROM AVAILABLE RECORDS AND SURVEYS. USACE

DOES NOT WARRANT THE COMPLETENESS OR

CORRECTNESS OF THE LOCATIONS OF UTILITIES AND

SUBSTRUCTURES. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO IDENTIFY THE STRUCTURES TO BE

REMOVED, AS WELL AS IDENTIFY AND PROTECT

EXISTING UTILITIES AND SUBSTRUCTURES THAT ARE TO

REMAIN IN PLACE. SHOULD UTILITIES, PIPELINES,

CABLING OR OTHER SUBSTRUCTURES BE

ENCOUNTERED THAT ARE NOT IDENTIFIED AND

INDICATED ON THESE PLANS, THE CONTRACTING

OFFICER SHALL BE NOTIFIED IMMEDIATELY.

7. THE CONTRACTOR SHALL OBTAIN ADDITIONAL PERMITS

AS MAY BE REQUIRED BEYOND THE AUTHORIZATIONS

PROVIDED BY THE USACE, TO PERFORM THE WORK.

8. FOR WORK INVOLVING COMPLETE OR PARTIAL BERTH

CLOSURE, THE CONTRACTOR SHALL INCORPORATE THE

FOLLOWING INTO THE WORK PLAN:

(A) A MINIMUM PATHWAY WIDTH OF 3 METERS SHALL BE

OPEN AT ALL TIMES.

(B) AT THE END OF EACH DAY'S WORK OR AS SOON AS

THE WORK IS COMPLETED, THE CONTRACTOR SHALL

REMOVE OR COVER ALL SIGNAGE NO LONGER

NEEDED TO PERMIT FREE AND SAFE

PASSAGE OF TRAFFIC.

TRENCHES IN PAVEMENT AREAS TO HANDLE HS20-44

VEHICULAR TRAFFIC WHERE NECESSARY TO

PROVIDE SAFE PASSAGE OF TRAFFIC FOR OPEN

TRENCHES.

(D) SAFE PEDESTRIAN TRAFFIC SHALL BE

MAINTAINED AT ALL TIMES DURING THE

CONSTRUCTION PERIOD

GENERAL NOTES - CONTINUED:

9. CONTRACTOR MUST AVOID DAMAGING EXITING REBAR

WHEN DEMOLISHING EXISTING PIER. IN CASE REBAR IS

DAMAGED DURING DEMOLITION, CONTRACTOR SHOULD

NOTIFY CONTRACTING OFFICER IMMEDIATELY.

HAZARDOUS MATERIALS REQUIREMENTS:

1. REFER TO THE HAZARDOUS MATERIALS INSPECTION

REPORT (ESC, DEC 2023), FOR MATERIALS CONFIRMED

TO CONTAIN MORE THAN 0.1% ASBESTOS, LEAD BASED

PAINT AND LEAD CONTAINING PAINTS.

2. BLACK CONCRETE JOINT SEALANT HAS BEEN FOUND TO

CONTAIN GREATER THEN 0.1% ASBESTOS. ALL BLACK

JOINT SEALANT SHOULD BE TREATED AND DISPOSED OF

AS ASBESTOS CONTAINING MATERIAL IN ACCORDANCE

WITH SPECIFICATION SECTION 02 82 00.

3. IN ADDITION TO THOSE LISTED IN THE HAZARDOUS

MATERIALS INSPECTION REPORT, CONTRACTOR SHALL

ASSUME ALL PAINTS AND COATING CONTAIN LEAD AR

DETECTABLE LEVELS, ENSURE WORKER PROTECTION IN

ACCORDANCE WITH SPECIFICATIONS SECTION 02 83 00.

4. PAINTS, COATING, AND OTHER LEAD ITEMS CONTAINING

LEAD CONCENTRATIONS EXCEEDING JAPAN

ENVIRONMENTAL GOVERNING STANDARDS (JEGS)

AND/OR GOVERNMENT OF JAPAN (GOJ) WASTE

MANAGEMENT AND PUBLIC CLEANING LAW HAZARDOUS

WASTE REGULATORY LIMITS ARE TO BE HANDLED AND

DISPOSED OF AS SPECIALLY CONTROLLED INDUSTRIAL

WASTE IN ACCORDANCE WITH GOJ AND LOCAL

PREFECTURE REGULATIONS,

5. IF HIDDEN OR OTHER SUSPECT POTENTIALLY

HAZARDOUS MATERIAL, WHICH HAS NOT BEEN

PREVIOUSLY CHARACTERIZED, IS ENCOUNTERED

DURING DEMOLITION OR RENOVATIONS, THE SUSPECT

MATERIAL SHALL BE ASSUMED HAZARDOUS UNTIL

PROVEN OTHERWISE BY A QUALIFIED INSPECTOR AND

LAB ANALYSIS. DO NOT DISTURB THE MATERIAL AND

IMMEDIATELY REPORT TO THE CONTRACTING OFFICER

AND OBTAIN THE CONCURRENCE TO IDENTIFY, SAMPLE,

ANALYZE, AND EVALUATE SUCH MATERIAL IN

ACCORDANCE WITH PROJECT SPECIFICATIONS AND /OF

THE JEGS.

LEGEND:

ABBREVIATIONS:

AC ........................................ ASPHALT CONCRETE

APPROX .............................. APPROXIMATE

BEG ..................................... BEGIN

CD ....................................... CHART DATUM

CL ......................................... CENTERLINE

CLR ...................................... CLEARANCE

CAB ..................................... COMPACTED AGGREGATE BASE

DESC .................................. DESCRIPTION

E ........................................... EASTING

EOP ..................................... EDGE OF PAVEMENT

EX OR EXIST ....................... EXISTING

FH ........................................ FIRE HYDRANT

GOJ ...................................... GOVERNMENT OF JAPAN

HDPE ................................... HIGH-DENSITY POLYETHYLENE

INT ....................................... INTERSECTION

JEGS ................................... JAPAN ENVIRONMENTAL

GOVERNING STANDARDS

JGD ..................................... JAPAN GEODETIC DATUM

KO ....................................... CONTRACTING OFFICER

L .......................................... LENGTH OR LONG

LF ......................................... LINEAR FEET

LOC. .................................... LOCATIONS

LT ........................................ LEFT

MAX. .................................... MAXIMUM

MIN. ..................................... MINIMUM

N ........................................... NORTHING

NO......................................... NUMBER

OS ....................................... OFFSET

P.C. ...................................... POINT OF CURVATURE

P.C.C. .................................. PORTLAND CEMENT CONCRETE

PHL .................................... PIER HEAD LINE

POV ...................................... PRIVATELY OWNED VEHICLES

PP ........................................ POWER POLE

PVC ...................................... POLYVINYL CHLORIDE

PVMT .................................. PAVEMENT

P.T. ...................................... POINT OF TANGENCY

QTY ...................................... QUANTITY

R .......................................... RADIUS

RT ........................................ RIGHT

SST ...................................... STAINLESS STEEL

STA ..................................... STATION

TYP ..................................... TYPICAL

TOE ..................................... TOE OF SLOPE

TOP ..................................... TOP OF SLOPE

USACE ................................. UNITED STATES ARMY

CORPS OF ENGINEERS

W ......................................... WIDTH

1 REPAIR LIMITS COORDINATE

1 DEMOLITION / REMOVAL KEY NOTE

INDEX TO DRAWINGS

REPAIR OF PIERS 237, 341 AND 516, YOKOHAMA NORTH DOCK

SHT NO. SHT I.D. SHEET TITLE

GENERAL

1 G-001 TITLE SHEET, VICINITY AND LOCATION MAPS

2 G-002 GENERAL NOTES, ABBREVIATIONS, SYMBOLS AND INDEX TO DRAWINGS

3 GC100 PROJECT CONSTRAINTS, ACCESS, AND PHASING PLAN

SURVEY

4 VF101 FIELD SURVEY POINTS AND FEATURES

CIVIL

5 CS100 SITE AND DIMENSION CONTROL PLAN

STRUCTURAL

6 S-001 STRUCTURAL NOTES

7 SS100 GENERAL PLAN AND KEY MAP

8 S-101 PIER 237 REPAIR AND REHAB ENLARGED PLAN

9 S-102 PIER 341 REPAIR AND REHAB ENLARGED PLAN - 1

10 S-103 PIER 341 REPAIR AND REHAB ENLARGED PLAN - 2

11 S-104 PIER 341 REPAIR AND REHAB ENLARGED PLAN - 3

12 S-105 PORTION OF PIER 341 AND PIER 516 REPAIR AND REHAB ENLARGED PLAN - 1

13 S-106 PIER 516 REPAIR AND REHAB ENLARGED PLAN - 2

14 S-107 PIER 516 REPAIR AND REHAB ENLARGED PLAN - 3

15 S-108 PIER 516 REPAIR AND REHAB ENLARGED PLAN - 4

16 S-109 PIER 516 REPAIR AND REHAB ENLARGED PLAN - 5

17 S-110 PIER 516 REPAIR AND REHAB ENLARGED PLAN - 6

18 S-300 PIER 237 EXISTING TYPICAL STRUCTURAL SECTIONS

19 S-301 PIER 341 EXISTING TYPICAL STRUCTURAL SECTIONS - 1

20 S-302 PIER 341 & 516 EXISTING TYPICAL STRUCTURAL SECTIONS - 2

21 S-303 PIER 516 EXISTING TYPICAL STRUCTURAL SECTION

22 S-501 EXISTING BOLLARD SECTION AT BERTH E

23 S-502 BOLLARD REPLACEMENT DETAILS - 1

24 S-503 BOLLARD REPLACEMENT DETAILS - 2

25 S-504 BOLLARD REPLACEMENT DETAILS - 3

26 S-505 BOLLARD REPLACEMENT DETAILS - 4

27 S-506 BOLLARD REPLACEMENT DETAILS - 5

28 S-507 BOLLARD REPLACEMENT DETAILS - 6

29 S-508 BOLLARD REPLACEMENT DETAILS AND PLAN - 7

30 S-509 BOLLARD REPLACEMENT DETAILS AND PLAN - 8

31 S-510 RUBBER FENDER REPLACEMENT DETAILS

32 S-511 MISCELLANEOUS DETAILS - 1

33 S-512 MISCELLANEOUS DETAILS - 2

34 S-601 PIER 237 DEFECTS AND REPAIR SCHEDULE

35 S-602 PIER 341 DEFECTS AND REPAIR SCHEDULE - 1

36 S-603 PIER 341 DEFECTS AND REPAIR SCHEDULE - 2

37 S-604 PIER 341 DEFECTS AND REPAIR SCHEDULE - 3

38 S-605 PIER 341 DEFECTS AND REPAIR SCHEDULE - 4

39 S-606 PIER 516 DEFECTS AND REPAIR SCHEDULE - 1

40 S-607 PIER 516 DEFECTS AND REPAIR SCHEDULE - 2

41 S-608 PIER 516 DEFECTS AND REPAIR SCHEDULE - 3

42 S-609 PIER 516 DEFECTS AND REPAIR SCHEDULE - 4

43 S-610 PIER 516 DEFECTS AND REPAIR SCHEDULE - 5

44 S-611 PIER 516 DEFECTS AND REPAIR SCHEDULE - 6

45 S-612 PIER 516 DEFECTS AND REPAIR SCHEDULE - 7

46 S-613 PIER 516 DEFECTS AND REPAIR SCHEDULE - 8

1 DEFECT / REPAIR KEY NOTE

FACILITY REPAIR LIMITS

DEMOLITION

C R

O N

N N

C O

N O

D R

G C

O D

U .S

. A R

M Y

C O

O F

R S

N D

T, U N

A P

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

O M

H N

, I

N C

O P

T, S U

H O

N O

, H

I 9

E D

D B

C H

D B

D R

B Y:

RTA

O F

7, A

N D

A, J

U G

R .Y

2H V1

2H V2

JAPAN DISTRICT

-G C

N O

D O

C K

PLAN

NORTH

PROJECT CONSTRAINTS, ACCESS, AND PHASING PLAN

SCALE: 1:2000C1

TRUE

NORTH

GRAPHIC SCALE: 1 : 2000

0 100m50

YOKOHAMA NORTH DOCK FACILITY

B E

H C

BERTH HC6

BERTH HC5 BERTH HC4

B E

H C

H A

BERTH HC1

H B

BERTH C BERTH D BERTH E BERTH F BERTH G

BERTH K BERTH JBERTH L

BERTH H

B E

PIER 341

PIER 237

PIER 341

PIER 516PIER 516

GC100

T C

O N

, A

C C

S, A N

D P

LEGEND:

PRIMARY ACCESS ROUTE

SOIL LAYDOWN AREA

CONSTRUCTION PHASE 1-6

FACILITY REPAIR LIMITS

PASS OFFICE

VEHICLE SECURITY

CHECK POINT

PHASE 2: BERTHS HC3, HC4,

HC5 AND HC6 IN PIER 341.

PHASE 1: BERTH

HC7 IN PIER 237.

PHASE 3: BERTHS A, B, HC1

AND HC2 IN PIER 341.

PHASE 4: BERTHS C, D,

AND E IN PIER 516.

PHASE 5: BERTHS F, G,

AND H IN PIER 516.

PHASE 6: BERTHS I, J,

K, AND L IN PIER 516.

GENERAL CONSTRUCTION CONSTRAINTS NOTES:

1. THIS PROJECT IS LOCATED WITHIN AN ACTIVE US ARMED FORCES BASE. CONTRACTOR MUST NOT DISABLE THE SECURE, RESTRICTED PERIMETER OF THE US ARMED FORCES BASE AND MUST NOT INTERFERE WITH TERMINAL OPERATIONS

WITHOUT SCHEDULING AND COORDINATING WORK WITH THE CONTRACTING OFFICER (KO).

2. WORK REQUIRED BY THIS CONTRACT WHICH IS INSIDE THE LIMITS OF THE OPERATING PIER OR WHICH IMPACTS THE OPERATIONS OF THE PIER (SUCH AS UTILITY SHUTDOWNS, CLOSING BERTHING AREA AND BLOCKING PARKING AREAS/STREETS) MUST BE COORDINATED AND SCHEDULED WITH THE CONTRACTING OFFICER (KO).

3. CONTRACTOR MUST COORDINATE THEIR PLANNED WORKS WITH THE CONTRACTING OFFICER (KO) AND GIVE A MINIMUM

OF FIVE (5) BUSINESS DAYS NOTICE PRIOR TO SHUTDOWN OR ANY POWER INTERRUPTION.

4. HIGH VOLTAGE POWER TRENCHES/VAULTS ARE PRESENT INSIDE THE WORK AREAS AND IN VICINITY OF THE WORK AREAS. EQUIPMENT OR MATERIALS MUST NOT BE PLACED ON TRENCHES/VAULTS AND PRECAUTIONS MUST BE TAKEN WHEN WORKING ADJACENT TO TRENCHES/VAULTS. HIGH VOLTAGE POWER TRENCHES/VAULTS MUST NOT BE DAMAGED

DURING CONSTRUCTION..

5. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER (KO) TO VESSEL MOVEMENT.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ACCESS TO WORK SITE.

ACCESS AND HAUL ROUTE NOTES:

1 PRIMARY LAND SIDE ACCESS:

TAKASHIMASEN MIZUHO STEEL BRIDGE.

2 PRIMARY SITE ENTRANCE AND EXIT:

ENTERING AN EXITING SITE MUST BE MADE FROM ACCESS/SECURITY ENTRY GATE. ALL CONTRACTOR PERSONNEL MUST

STOP AT ENTRY GATE AND SHOW REQUIRED GOVERNMENT ISSUED IDENTIFICATION.

3 PRIMARY SITE ACCESS AND EXIT ROUTE:

OTHER VEHICLES WILL BE USING THIS ROUTE FOR ACCESSING PIER. CONTRACTOR MUST NOT RESTRICT OTHERS FROM ACCESSING PIER USING THIS ROUTE AND ENSURE ACCESS IS MAINTAINED AT ALL TIMES FOR EMERGENCY VEHICLES.

4 PRIMARY HAUL ROUTES:

ACCESS WILL BE SHARED WITH OTHERS USING THESE HAUL ROUTES. CONTRACTOR SHALL BE AWARE ROUTES ARE USED AT ALL TIMES BY EQUIPMENT AND VEHICLES FOR TERMINAL OPERATIONS. CONTRACTOR MUST NOT TIME HINDER

FREE MOVEMENT OF TERMINAL VEHICLES OR EQUIPMENT AT ANY TIME.

5 CONTRACTOR PARKING:

CONTRACTOR AND SUBCONTRACTORS MUST PARK PRIVATELY OWNED VEHICLES (POV) WITHIN A DESIGNATED AREA AT THE BASE. SPACE ASSIGNMENT WILL BE PROVIDED DURING CONSTRUCTION FOR PARKING OF THE CONTRACTOR POV.

CONTRACTOR SHALL DEMONSTRATE REQUIRED POV STALLS BASED ON CONTRACTOR'S LOADED CONSTRUCTION SCHEDULE. CONTRACTOR SHALL PROVIDE SHUTTLE TO MOVE PERSONNEL TO WORK AREAS AND COORDINATE SHUTTLE

SERVICE WITH CONTRACTING OFFICER (KO).

GENERAL WORK AREA NOTES:

1. CONTRACTOR MUST ERECT CONSTRUCTION FENCING AROUND THE

LANDSIDE PERIMETER OF THE FACILITY REPAIR LIMITS.

2. ACCESS TO AND FROM THE WORK AREA MUST BE THROUGH AN ENTRY GATE.

3. CONSTRUCTION FENCING MUST BE FENCING ON TOP OF YELLOW PAINTED K

RAIL WITH TOTAL HEIGHT OF 2.5 M.

4. CONTRACTOR CAN USE THE WORK AREA FOR SITE OFFICES AND

CONTRACTOR LAY DOWN AREA.

5. CONTRACTOR SHALL COMPLETE THE WORK SEQUENTIALLY AS FOLLOWS:

PHASE 1, PHASE 2, PHASE 3, PHASE 4, PHASE 5 AND FINALLY PHASE 6.

6. WORK AREAS SHALL BE RETURNED TO PIER OPERATIONS UPON

COMPLETION OF INDIVIDUAL CONSTRUCTION PHASES.

7. UPON COMPLETION OF EACH CONSTRUCTION PHASE FENCING SHALL BE

REMOVED AND RELOCATED TO ENCLOSE THE NEXT PHASE WORK AREA.

8. CONTRACTOR MUST MAINTAIN A MINIMUM 8 M WIDE FIRE LANE ACCESS

CORRIDOR AT ALL TIMES THROUGH WORK AREAS TO ALLOW ACCESS TO

FIRE APPARATUSES.

4 4

BOLLARD

EMH

UNKNOWN6

UNKNOWN7

UNKNOWN8

TMH WV

UNKNOWN9

EMHWV

TMH

UNKNOWN10

UNKNOWN11

EMH

UNKNOWN1SIGNBOARD

BOLLARD

BOLLARD BOLLARD

LIFEBUOY

BOLLARD

D-14

SWGR1-2

HIGH VOLTAGE

50-1-2A

50-3-2

NO PARKING

HIGH VOLTAGE

50-1-1A 50-1-1

D-13

SUBSTATION

BOLLARD

EMH

EMH EMH

EMH

SCO

313CO

CO CO

BOLLARD

S-324

BOLLARD

TEL/TV BOX

BOLLARD

TEL/TV BOX

LIFEBUOY

UNKNOWN1

LIFEBUOY

UNKNOWN2

UNKNOWN3

UNKNOWN5

YND-01

600CP

100DIP

OUT2.20

600CP

OUT1.09

600CP

250CP

OUT2.95

250CP

200CP

500CP OUT2.32

150C P

1.83

NO ACCESS

UNKNOWN4

POLE

-T

A M

METAL

ETAL

3.625

3.628

3.697

3.708

3.652

3.679

3.756

3.755

3.711

3.668

3.585

3.579 3.561

3.571

3.553

3.640

3.612

3.743

3.709

3.682

3.703

3.622

3.481

3.496

3.600

3.678

3.708

3.659

3.598

3.618

3.566

3.551 3.422

3.526

3.607

3.639

3.709

3.506

3.480

3.559

3.638

3.672

3.631

3.575

3.467

3.518

3.606

3.525

3.634

3.532

3.456 3.545

3.631

3.550

3.508

3.532

3.543

3.578

3.514

3.494

3.496

3.482

3.564

3.535

3.482

3.517

3.477

3.501

3.538

3.557

3.461

3.530 3.422

3.414 3.339

3.604 3.561

3.585

3.646

3.624

3.659

3.657

3.676

3.657

3.674

3.684

3.701

3.682

3.714

3.705 3.688

3.658

3.675

3.699

3.697

3.701

3.707

3.697

3.709

3.688

3.693 3.685

3.697

3.683

3.564

3.673

3.596 3.559

3.659

3.552

3.645

3.579

3.626

3.623

3.531

3.618

3.654 3.615

3.585

3.572

3.492

3.534

3.500

3.452

3.465

3.526

3.535

3.481

3.550

3.545

3.492

3.529

3.479

3.528

3.4703.497

3.529

3.681

3.686

3.706

3.728

3.737

3.734

3.746

3.724

3.728

3.739

3.741

3.751

3.746

3.706

3.708

3.687 3.678

3.672 3.662

3.665

3.698

3.708

3.673

3.710

3.714

3.713

3.708

3.680

3.666

3.693

3.6653.644 3.648

3.671 3.647

3.643

3.667

3.659 3.661

3.639 3.677

3.687

3.697

3.690 3.700

3.684 3.695

3.678

3.674

3.659 3.691

3.660 3.690

3.671

3.648

3.619

3.657

3.551

3.681

3.729

3.752

3.719

3.747

3.652

3.654

3.645

3.508

3.604

3.547

3.514 3.534

7.413 7.440

3.494 3.476

3.460

3.436

3.505

3.576

3.571 3.467

3.474

3.439

3.552

3.555

6.808

6.724

6.566

6.388

6.277

6.188

3.471 3.440

3.488

3.482

3.509

3.495

3.523

3.514

3.500

3.497 3.510

3.509

3.513

3.507

3.555

3.601

3.494

3.577

3.582

3.575

3.489

3.480

3.482

3.497

3.488

3.476

3.466

3.492 3.454

3.487

3.515

3.461

3.560

3.525

3.517 3.476

3.496

3.471

3.480

3.555

3.583

3.558

3.554

3.537

3.473

3.366

3.459

3.365

3.481 3.399

3.337 3.426

3.405

3.337

3.433

3.350

3.433 3.487

3.421

3.481 3.438

3.479

3.504

3.437 3.458

3.389 3.517 3.501

3.431

3.522 3.445

3.495

3.474

3.498

3.482

3.477

3.445

3.421

3.424

3.434

3.470

3.574

3.537

3.643

3.552

3.553

3.497

3.724

3.756

3.740

3.752

3.724

3.726 3.736

3.746

3.735 3.723

3.736 3.735

3.742

3.765

3.771

3.740

3.714

3.702

3.724

3.722

3.734

3.728

3.665

3.672

3.664

3.763

3.750

3.515

3.512

3.516

3.521

3.552

3.516

3.550

3.529

3.511 3.601

3.510

3.556

3.553

3.510

3.532 3.624

3.606

3.547

3.574

3.549 3.526

3.622

3.585

3.523

3.565

3.539 3.535

3.620

3.616

3.583

3.586

3.556

3.517

3.574

3.570

3.490 3.502

3.460 3.467

3.467

3.469

2.651

2.093 2.106

2.105

3.636

3.612

3.594

3.579

3.487

3.489

2.783

2.120 2.089

3.734

3.715

3.642

3.626

3.593

3.596 3.539

3.604

3.698

3.692

3.710

3.614

3.641

3.679

3.696

3.654

3.694

3.623

3.610

3.575

3.610

3.609

3.577

3.538

3.593

3.605

3.666

3.701

3.712

3.580

3.488 2.028

1.984

3.481

2.866

2.120 2.082

2.012

2.033 2.103

2.746

3.498

3.497

2.910

2.117 2.097

1.973

2.250 2.827

3.0652.731 3.176

2.940 2.689

2.469 2.2092.001

2.122

3.499

3.590

3.595

3.526

2.948

2.155 2.123

2.027

2.126 2.150

2.798

3.518

3.528

3.524

3.519

2.970

2.129 2.094

2.030

2.022 2.109

2.132

2.719

3.523

3.536

3.515

3.5133.139 3.339

2.980

2.120 2.122

2.117 2.129

2.155

2.112

2.119

2.900

2.886

3.506

3.508 3.518

3.489

3.507 3.529

3.537

3.512

3.505

3.562

3.517

3.548

3.544

3.581

3.712

3.735

3.697

3.739

3.734

3.697 3.691

3.749

3.691

3.775

3.795

3.6743.621

3.640

3.6473.582

3.630 3.736

3.680

3.654

3.570

3.593

3.724 3.711

3.730

3.643

3.679

3.7023.661 3.713

3.743

3.631

3.620

3.647

3.675

3.505

3.518

3.570

3.558

3.611

3.512

3.484

3.499

3.441

3.367

3.433

3.497

3.466

3.497

3.548

3.555

3.576

3.676

3.722

3.737

3.693

3.708

3.679 3.708

3.695

3.701

3.682

3.588

3.549

3.571

3.638

3.731

3.761

3.693

3.626

3.619

3.568

3.508

3.521

3.533

3.536

3.576

3.551

3.578

3.690

3.722

3.546

3.523

3.5073.490 3.458

3.531

3.539

3.567

3.939

3.592

3.650

3.687

3.577 3.547

3.503 3.448

3.558

3.559

3.763

3.773

3.686

3.567

3.495 3.513

3.491

3.513 3.522

3.511 3.482

3.514

3.535

3.480

3.499

3.541

3.515

3.517 3.510

3.492

3.508

3.542

3.535 3.577

3.567

3.537 3.581

3.565 3.523

3.592

3.564 3.510

3.496 3.586

3.663

3.583

3.500

3.543

3.592 3.6433.659

3.776 3.702

3.538 3.525

2.827

2.227

2.233 2.221

2.838

2.867

2.237 2.230

2.218 2.212

2.874

2.931

2.880

2.209 2.210

2.220

3.768

3.515 3.504

3.750

3.511 3.505

3.513 3.504

3.565

3.665

3.581

3.507

3.492

3.584

3.616

3.483

3.607

3.493

3.575

3.504

3.588

3.495

3.480 3.482

3.658 3.579

3.483

3.6083.495

3.665

3.485 3.500

3.479 3.509 3.653

3.522 3.577

3.565 3.504

3.575

3.622

3.483

3.585 3.487

3.6743.484 3.6473.526

3.658

3.467

3.516 3.493

3.484 3.523

3.611

3.480 3.503

3.773 3.503

3.555

3.800 3.7923.787 3.494

3.482

3.473

3.663

3.622

3.516

2.762

2.189

2.209 2.212

2.874 3.487

3.023

2.225 2.193

2.255

2.207 2.193

2.937

2.961

2.209 2.210

2.210 2.175

2.889

2.860

2.200 2.204

2.203 2.205

2.934

2.929

2.212 2.217

2.208 2.196

2.868

2.884

2.199 2.176

2.188

2.816

3.482

3.753

3.495 3.488

3.505 3.476

3.750 3.486

3.481

3.631

3.486

3.468

3.461

3.439 3.485

3.479

3.499

3.660

3.531

3.619

3.618 3.496

3.504 3.430

3.593

3.488

3.479

3.493 3.593

3.576

3.594

3.461 3.588

3.606

3.503

1.489 0.703

3.502

1.513 1.497

0.709

3.481

3.453 3.476

3.454 3.471

3.473

3.442

3.4613.452

3.481

3.489

3.496

3.506

3.512

3.516

3.474

3.486

3.500

3.478

3.479

3.475

3.487

3.539

3.551

3.552

3.562

3.525 3.522

3.523

3.600

3.538 3.546

3.552

3.611

3.522

3.502

3.590

3.607

3.519

3.507

3.533

3.530

3.582 3.522

3.562 3.495

3.556

3.557

3.509

3.516 3.284

3.487

3.499

3.504

3.267

3.498

3.292

3.272 3.500

3.488

3.277

3.488 3.518

3.2993.502 3.290

3.522

3.567

3.549

3.522

3.527

3.517

3.515

3.564

3.574

3.533

3.525

3.572

3.571

3.524

3.522

3.566 3.528

3.565

3.251

3.270

3.510

3.267

3.272

3.504

3.233

3.278

3.513

3.271

3.514

3.549

3.507

3.229

3.519

3.259

3.261

3.541 3.257

3.508

3.276

3.264

3.276

3.516

3.259

3.267

3.529

3.242

3.255

3.520

3.246

3.252

3.508

3.526 3.236

3.260

3.241 3.279

3.486

3.497

3.484 3.496

3.505 3.528

3.519 3.486

3.494 3.297

3.305

3.498

3.291

3.511

3.268

3.503

3.270

3.273

3.475

3.506

3.583

3.562

3.524 3.521

3.581 3.520

3.5713.540

3.562

3.530

3.531

3.568

3.571

3.523

3.530

3.524

3.560

3.569

3.532

3.5323.558

3.514 3.562

3.518 3.525

3.556

3.523

3.524

3.582

3.531 3.593

3.567

3.532 3.591

3.528

3.597

3.531

3.577

3.539

3.535

3.568

3.575

3.539

3.568

3.547

3.591

3.592

3.540

3.533

3.587

3.581

3.536

3.542

3.592

3.576

3.536

3.539

3.532

3.568

3.437 1.4740.676

3.228

3.473

3.217

3.451

3.452

3.234

3.223

3.443

3.226

3.435

3.196

3.214

3.224

3.426

3.198

3.436 3.448

3.206

3.210

3.190

3.546

3.445

3.451

3.527

3.479

3.537

3.463

3.440

3.542

3.457

3.464

3.446

3.534

3.460

3.505

3.447

3.442

3.506

3.460

3.544

3.464

3.529

3.476

3.468

3.541

3.467

3.553

3.471

3.547

3.521

3.469

3.472

3.482

3.551

3.488

3.496

3.554

3.488

3.564

3.494

3.548

3.497

3.491

3.548

3.477

3.540

3.456

3.219

3.462

3.222

3.196

3.464

3.248

3.469

3.823

3.782

3.741 3.730

3.698

3.538

3.543

3.701

3.671

3.710

3.548

3.595

3.636

3.551

3.617

3.571

3.538

3.633

3.647

3.671

3.645

3.664

3.651

3.650

3.633

3.656

3.542 3.553

3.635

3.650

3.635 3.625

3.606 3.555

3.534

3.561

3.622

3.657

3.574

3.536

3.618

3.585

3.649

3.651

3.634

3.530

3.540

3.654

3.671

3.647

3.639

3.610

3.621

3.623

3.634

3.633

3.625

3.633

3.535

3.507

3.629

3.639

3.630

3.650

3.626

3.615

3.631

3.613

3.619

3.620

3.528 3.606

3.611

3.635

POLE PROTECTION

OUT2.25

100VP

DMH

TOP3.47

IN1.41

OUT1.32

DMH

TOP3.67

IN1.26

OUT1.23

IN1.11

IN1.26

OUT1.10

DMH

TOP3.56

IN2.74

150CP

OUT2.48

250CP

IN2.72

150CP

OUT2.55

250CP

DMH

NO MEASURABLE

DMH

TOP3.59

OUT1.02

100DIP

OUT1.08

200DIP

IN2.84

150CP

OUT2.83

150CP

OUT1.07

150DIP

DMH

TOP3.52

OUT2.46

IN2.46

OUT2.29

200DIP

OUT3.11 OUT3.43

150VP

IN3.11

OUT2.99

150VP

DMH

TOP3.54

OUT2.86

IN2.95

DMH

TOP3.55

OUT2.65

150VP

OUT2.13

TOP3.54

BM.1

EL=1.077

DL=2.197

DMH

TOP3.59

DMH

TOP3.60

DMH

TOP3.59

DMH

TOP3.58

DMH

TOP3.58

DMH

TOP3.57

DMH

TOP3.56

SMH

TOP3.64

SMH

TOP3.62

SMH

TOP3.62

SMH

TOP3.61

SMH

TOP3.60

SMH

TOP3.63

SMH

TOP3.65

SMH

TOP3.56

SMH

TOP3.55

SMH

TOP3.57

SMH

TOP3.64

UNKNOWN16

SIGNBOARD

SIGNPOST

BOLLARD

201-1

201-2

3.748

3.756

3.753

3.751

3.750

3.742

3.753

3.751

3.748

3.751

3.750

3.752

3.751 3.739

3.755

3.754

3.753

3.752

3.754

3.751

3.747

3.750

3.746

3.749

3.754

3.750

3.757

3.769 3.769

3.748 3.320

3.795

3.790

3.789

3.731

3.765

3.752

3.776 3.719

3.716 3.773

3.742

3.769

3.772 3.711

3.736

3.747 3.738

3.772

3.771 3.750

3.766

3.770 3.752

3.773

3.771 3.750

3.755

3.770

3.759 3.775

3.774 3.756

3.777

3.781

3.758 3.774

3.776 3.765

3.781

3.760

3.778 3.776

3.777 3.768

3.786

3.778

3.768 3.775

3.777 3.769

3.775

3.772 3.768

3.775

3.777 3.768

3.771

3.766 3.760

3.771

3.769 3.765

3.770

3.769 3.762

3.773

3.769 3.769

3.762

3.776

3.769

3.750

3.745

3.763

3.767

3.747

3.746

3.766

3.761

3.773

3.750

3.746

3.767

3.760

3.762

3.745

3.764

3.770

3.782

3.770 3.763

3.780

3.782

3.761 3.772

3.755 3.752

3.776

3.778 3.761

3.768

3.760

3.756

3.750

3.757

3.755

3.758

3.752

3.756

3.764

3.751

3.754

3.751

3.753

3.754

3.758

3.744 3.755

3.754

3.751

3.750

3.745

3.743

3.749

3.771 3.720

3.770

3.780

3.735 3.772

3.773 3.731

3.791

3.795

3.737 3.776

3.777 3.728

3.793

3.779

3.728 3.774

3.776 3.737

3.771

3.845

3.840 3.839

3.739 3.778

3.732 3.719

3.733

3.799

3.793 3.787

3.779 3.730

3.729

3.747

3.787

3.749

3.771

3.749

3.769

3.763

3.758

3.754

3.757

3.763

3.782 3.732

3.780 3.740

3.762

3.751

3.741 3.780

3.773 3.740

3.743

3.760

3.743 3.778

3.779 3.757

3.777 3.783

3.764

3.793

3.784

3.769 3.765

3.768

3.745

3.760

3.776

3.786

3.763

3.939

3.781

3.781 3.796

3.657 3.501

3.518

3.510

3.5243.541

3.540 3.505 3.501

3.492

3.511

3.480

3.381 3.391

3.501 3.525

3.423

3.495

3.484

3.985

3.743 3.960

3.965 3.973

3.762

3.977 3.875

3.845

3.780

3.785

3.788

3.770

3.784

3.797

3.764

3.424 3.537

3.520 4.034

3.604

3.557

3.642

3.883 3.844

3.684

3.677

3.588

3.515

3.478

3.534

3.611 3.578

3.565

3.544 3.519

3.498

3.5633.477

3.440

DMH

TOP3.79

DMH

TOP3.78

DMH

TOP3.78

BERTH HC7

BERTH HC4

BERTH HC2

BERTH B

BERTH C

NO MEASURABLE

SMH NO MEASURABLE

BERTH A

BERTH HC1

BERTH HC3

BERTH HC5

BER

H C

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARDBOLL

ARD

POLE

PROTECTIO

POLE

PROTECTIO

POLE

PROTECTIO

NPOLE

PROTECTIO

POLE

PROTECTIO

POLE

PROTECTIO

UNKNOWN10

UNKNOWN11

EMH

UNKNOWN12

UNKNOWN10

UNKNOWN11

EMH

WVWV

EMH

TMH

EMH

WV WV WV

EMH

UNKNOWN13

WVEMH

TMH

EMH

LP LP

EMH

WV UNKNOWN14

BOLL

ARDSIG

NBOARD

SIG

NBOARD

POLE

PROTECTIO

UNKNOWN15

EMH

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

TEL/T

V BOX

TEL/T

V BOX

TEL/T

V BOX

TEL/T

V BOX

METAL

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

TEL/T

V BOX

TEL/T

V BOX

TEL/T

V BOX

TEL/T

V BOX

BOLL

ARD

TEL/T

V BOX

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

SIG

NBOARD

BOLL

ARD

EMH

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

LIF

EBUOY

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

LIF

EBUOY

LIF

EBUOY

LIF

EBUOY

CO CO CO

CO CO CO CO

CO CO CO CO CO

LIF

EBUOY

METAL

UNKNOWN5

YND-02

YND-03

POLE

PROTECTIO

PIPE

3.4

3.5

3.4

3.5

3.4

3.5

3.4

3.5

3.4

3.5

3.4

3.5

3.4

3.4 39 3.4

3.5

3.4

3.5

3.4

3.5

3.4

3.3

3.4

3.3

3.5

3.4

3.5

3.4

3.5

3.4

3.4 95 3.5

3.4

3.5

3.4

3.5

3.4

3.5

3.4

3.5

3.4

3.5

3.4

3.5

3.0

3.4

3.1

3.4

3.1

3.3

3.1

3.3 813.0

3.3

3.1

3.3

3.1

3.3

3.1

3.3

3.1

3.3

3.1

3.4

3.1

3.4

3.2

3.4

3.2 193.4

3.2

3.1

3.4 64 3.4

3.4

3.5

3.4

3.5

3.4

3.5

3.4

3.5

3.4

3.5

3.4

3.5

3.4

3.6

3.4

3.6

3.4

3.6

3.4

3.5

3.6

3.5

3.6

3.5

3.6

3.5

3.4

3.5

3.4

3.2

3.1 863.4

903.4

3.4

3.5

3.4

3.1

3.4

3.1

3.4

3.1

3.4

3.1

3.4

3.1

3.4

3.1

3.4

3.1

3.4

3.1

3.4

2.7

1.9

3.4

3.5

3.6

3.5

3.4

3.5

3.4

3.5

3.6

3.5

3.6

3.5

3.6

3.5

3.6

3.5

3.6

3.5

3.6

3.5 16 3.5

3.6

3.5

3.6

3.5

3.6

3.4

3.2 763.4

3.4

3.2

3.4 523.5

49 3.4

3.5

3.4

3.3

3.2

3.4

3.5

3.4

3.4 3.5

3.4

3.3

3.4

3.3

3.4

3.2

3.4

3.2

3.4

3.2 32 3.4

3.4

3.2

3.4

3.2

3.4

3.5

3.4

3.5

3.4 843.5

3.4

3.5

3.4

3.6

3.5

3.6

3.5

3.6

3.5

3.4

3.5

3.6

3.5

3.4

3.4 373.4

3.2

3.4

3.2

3.4

3.5

2.1

2.2

2.7

3.4

2.7

2.1

2.0

2.1

2.7

3.4

2.7

2.2

2.1

2.2

2.6

3.4 58 3.4

3.3

3.4

3.5

3.4

3.3 803.4

3.4

3.2

3.4

3.4 3.5

3.4

3.4 80 3.4

3.4

3.5

3.5 153.4

3.4

3.5

3.4

3.5

3.4

3.4 73 3.4

3.5

3.4

3.4 61 3.5

3.5

3.4

3.4 17 3.4

3.5

3.4 41 2.7

14 2.1

2.1

2.2

2.7

3.4

3.5

3.5 45 3.4

2.7

2.1

3.5

3.4 41 3.4

3.4

3.5

3.5 202.9

1.4

3.4

3.4 3.5

3.4

3.4 98 3.4

3.4

3.5 04 3.4

3.5

3.4

3.5

3.5 35 3.5

3.5

3.4

3.5

3.4

3.5

3.4

3.5

3.4

3.5

3.4

3.2

3.4

3.5

3.4

3.5

3.4

3.5

3.4

3.4 3.4

3.4

3.3

3.4

3.3

3.4 283.4

3.4

3.4 61 3.4

3.4

3.2

3.4

3.5

3.4

3.4 643.4

3.4

3.5

3.4

3.4 923.4

3.4

3.4 833.4

3.5

3.4

3.4 843.4

3.5

3.4

3.4 863.4

3.5

3.4

3.4 853.4

3.4

3.4 703.4

3.5

3.4

3.4 3.4

843.4

3.5

3.4 783.4

3.4

3.5

3.4

2.9

2.4

1.4

0.4

2.9

1.9 751.4

0.4

3.4

3.5

3.4

3.5

3.4

3.5

3.4

3.4 513.4

3.5

3.4

3.2

3.4

3.4 693.4

3.5

3.4

3.4 773.4

3.5

3.4

3.4 733.4

3.4

3.4 623.4

3.5

3.4

3.4 623.4

3.5

3.4

3.3

3.3 663.3

3.4

3.4 513.4

3.4 492.1

2.2

3.1

2.1

3.3

2.1

3.4

3.9

3.4

3.9 143.9

3.9

3.9 303.9

3.9

3.9 393.9

3.9

2.9

1.8

1.7

2.8

2.9

3.9

4.0

3.9

3.8

3.9

3.5 97 3.6

3.9

3.8

3.8 233.8

3.8

3.4

3 2

3.6

3.5

3.6

3.5

3.6

3.5

3.7 513.7

49 3.7

3.5

3.4

3.5

3.5 423.6

3.6

3.4

3.5

3.6

3.5

3.6

3.5

3.6

3.5

3.6

3.7

3.5

3.7

3.8

3.5

3.6

3.5

3.6

3.5

3.8

3.5

3.8

3.7 713.6

3.7

3.7 283.7

3.7

3.5

3.7

3.7 553.7

883.7

3.8

3.6

3.7

3.5

3.7

3.5

3.6

3.4

3.5

3.5 923.6

3.6

3.6 073.6

3.6

3.5

3.4

26 WV

EMH

3.2

0OUT3.0

3.2

0OUT3.0

3.2

3OUT3.0

KEROSENE TANK

7-N

DMH

TOP3.7

DMH

TOP3.6

DMH

TOP3.7

DMH

TOP3.7

DMH

TOP3.7

1DMH

TOP3.7

DMH

TOP3.7

DMH

TOP3.6

DMH

TOP3.5

DMH

TOP3.5

DMH

TOP3.5

DMH

TOP3.5

SMH

TOP3.4

SMH

TOP3.4

SMH

TOP3.6

3 SMH

TOP3.6

9SMH

TOP3.6

BERTH D BERTH F BERTH G BERTH H

BERTH JBERTH KBERTH L

BERTH E

C R

O N

N N

C O

N O

D R

G C

O D

U .S

. A R

M Y

C O

O F

R S

N D

T, U N

A P

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

O M

H N

, I

N C

O P

T, S U

H O

N O

, H

I 9

E D

D B

C H

D B

D R

B Y:

RTA

O F

7, A

N D

A, J

U G

R .Y

2H V1

2H V2

JAPAN DISTRICT

-V F1

N O

D O

C K

-17327.362

3.715

ELEVATION

201 -58576.286

-58629.859 -17339.824

COORDINATES

7.769

No.

PIERS 341 & 516 CONTROL POINTS SUMMARY TABLE

1. TOPOGRAPHIC SURVEY COORDINATE SYSTEM IS THE JAPAN

GEODETIC DATUM (JGD) 2011, ZONE 9 AND IS IN INTERNATIONAL

METRIC UNITS.

2. THE "CONTROL POINTS SUMMARY TABLE" SHOWS THE INFORMATION

FOR THE BENCHMARKS ESTABLISHED AROUND THE ENTIRE

PERIMETER OF THE SITE IN YOKOHAMA NORTH DOCK, YOKOHAMA,

JAPAN.

3. THE "CONTROL POINTS SUMMARY TABLE" SHOWS THE INFORMATION

FOR THE BENCHMARKS ESTABLISHED AROUND THE ENTIRE

PERIMETER OF THE SITE IN YOKOHAMA NORTH DOCK, JAPAN.

4. SURVEY CONDUCTED BY:

ENVIRONMENTAL SCIENCE CORPORATION

ESC BUILDING 1553-231 ISHIKAWA IHA, URUMA CITY

OKINAWA, 904-0012 JAPAN TEL. 011-81-098-989-0426

REGISTERED SURVEYOR: MR. KOJI CHINEN

JAPAN REGISTERED SURVEYOR, REGISTRATION NO: H7-724

5. DATE OF TOPOGRAPHIC SURVEY: JULY 2022

6. LOCATION OF EXISTING MAINS AND SERVICE LATERAL LINES FOR

WATER, ELECTRICAL AND COMMUNICATION SYSTEMS SHOWN IN

THE SURVEY MAP ARE APPROXIMATE AND BASED ON BEST

AVAILABLE INFORMATION PROVIDED BY OTHERS.

3.523YND-01 -58773.347 -17225.156

3.664202 -58898.050 -17374.368

3.524414 -58956.013 -17354.120

3.587415 -58931.114 -17290.306

3.589416 -58906.691 -17226.295

3.545417 -58879.286 -17148.383

3.535419 -58900.137 -17008.610

3.525420 -58971.033 -16932.391

3.501203 -59142.259 -16746.528

3.829425 -59401.771 -16443.381

3.677426 -59467.079 -16380.090

3.533YND-03 -59493.380 -16367.891

3.516427 -59429.817 -16319.998

3.523204 -59387.817 -16274.230

3.474428 -59320.179 -16347.331

3.485429 -59249.189 -16423.739

3.488430 -59185.412 -16492.347

3.497431 -59120.241 -16562.449

3.962432 -59044.253 -16558.736

3.957YND-02 -59055.935 -16568.409

CDL +3.758m

DL 0.00m

HWL+2.30m

YOKOHAMA SITE

BENCHMARK "201-1"

CDL: CONSTRUCTION DATUM LEVEL

DL: DATUM LINE

LWL: LOW WATER LEVEL

MSL: MEAN SEA LEVEL

HWL: HIGH WATER LEVEL

-17289.346

3.752

ELEVATION

201-2

201-1 -58509.515

-58462.475 -17246.488

COORDINATES

3.758

No.

PIER 237 CONTROL POINTS SUMMARY TABLE

SOURCE:

JAPAN COAST GUARD, 2022

MSL+1.15m

LWL 0.00m

YOKOHAMA TIDAL DATUMS:

VF101

U R

N D

YOKOHAMA NORTH DOCK FACILITY - FIELD SURVEY POINTS AND FEATURES - 2

SCALE: 1:6000A1

TRUE

NORTH

(BASED ON JGD 2011 ZONE 9 DATUM)

SCALE: 1:6000C1

C H

- S

H T

MATC

HLIN

E - S

EE B

ELO

PLAN

NORTH

YOKOHAMA NORTH DOCK FACILITY - FIELD SURVEY POINTS AND FEATURES - 1

SURVEY NOTES:

-5

N: -193500

N: -193250

N: -193000

N: -192750

N: -192500

N: -192250

N: -192000

N: -191750

N: -191500

N: -193500

N: -193250

N: -193000

N: -192750

N: -192500

N: -192250

N: -192000

N: -191750

N: -191500

E: -55250

E: -55000

E: -54750

E: -54500

E: -54250

E: -54000

E: -53750

E: -55000

E: -54750

E: -54500

E: -54250

E: -54000

E: -53750

E: -53500

E: -53250

E: -55500

E: -55250

E: -53500

E: -53250

E: -53000

N: -1

N: 1

N: -1

0 200m100

TRUE

NORTH

0 200m100

NOTES:

201-2

201-1

YND-01

YND-03

204429 428430431

YND-02

C R

O N

N N

C O

N O

D R

G C

O D

U .S

. A R

M Y

C O

O F

R S

N D

T, U N

A P

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

O M

H N

, I

N C

O P

T, S U

H O

N O

, H

I 9

E D

D B

C H

D B

D R

B Y:

RTA

O F

7, A

N D

A, J

U G

R . Y

2H V1

2H V2

JAPAN DISTRICT

-C S1

A N

O R

O C

PLAN

NORTH

YOKOHAMA NORTH DOCK FACILITY SITE AND DIMENSION CONTROL PLAN

SCALE: 1:2000B1

1. ALL DIMENSIONS AND STATIONING SHOWN ON THIS PLAN ARE IN

METERS UNLESS NOTED OTHERWISE.

2. COORDINATE SYSTEM SHOWN IS THE JAPAN GEODETIC DATUM

(JGD) 2011, ZONE 9 AND IS IN INTERNATIONAL METRIC UNITS.

GENERAL NOTES:

TRUE

NORTH

GRAPHIC SCALE: 1 : 2000

0 100m50

YOKOHAMA NORTH DOCK FACILITY

B E

H C

BERTH HC6

BERTH HC5 BERTH HC4

B E

H C

H A

BERTH HC1

H B

BERTH C BERTH D BERTH E BERTH F BERTH G

BERTH K BERTH JBERTH L

BERTH H

B E

PIER 341

PIER 237

PIER 341

PIER 516PIER 516

955.050

445.405

200.715

27.755

61.840

75.350

CS100

A N

D D

N C

O N

14.020

18.885

LEGEND:

FACILITY REPAIR LIMITS

E: -17500

E: -17400

E: -17300

E: -17200

E: -17100

E: -17000

E: -16900

E: -16800

E: -16700

E: -16600

E: -17100

E: -17000

E: -16900

E: -16800

E: -16700

E: -16600

E: -16500

E: -16400

E: -16300

E: -16200

E: -16100

E: -17600

E: -17500

E: -17400

E: -17300

E: -17200

E: -16500

E: -16400

E: -16300

E: -16200 E: -16100

N: -5

173.425 155.715 198.460 137.395 155.715 134.340

153.830 159.595 131.980

95.505 105.215

ACCESS/SECURITY GATE

VEHICLE SECURITY CHECK POINT

PASS OFFICEDRAFT

S-001

U C

C R

O N

N N

C O

N O

D R

G C

O D

U .S

. A R

M Y

C O

O F

R S

N D

T, U N

A P

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

O M

H N

, I

N C

O P

T, S U

H O

N O

, H

I 9

E D

D B

C H

D B

D R

B Y:

RTA

O F

7, A

N D

A, J

U G

R . Y

2H V1

2H V2

JAPAN DISTRICT

-S -0

A N

O R

O C

1 - MATERIALS, FABRICATION & INSTALLATION

GENERAL

1.1 ALL WORK MUST CONFORM TO THE STANDARDS OF THE FOLLOWING CODES:

ACI-BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-19).

SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (ANSI/AISC 360-16).

UFC- 4-152-01, 2017: DESIGN-PIERS AND WHARVES.

1.2 ALL DETAIL DIMENSIONS ARE SHOWN IN MM UNLESS OTHERWISE NOTED

CONCRETE

1.3 MINIMUM 28-DAY COMPRESSIVE STRENGTH OF CAST-IN-PLACE CONCRETE IS 36

MPA.

1.4 PORTLAND CEMENT: JIS R 5210 SULFATE RESISTANT.

1.5 STEEL REINFORCEMENT MUST COMPLY WITH JIS G 3112 SD295A FOR BAR SIZES

D16-D18, AND SD345A FOR SIZES D19-D25, UNCOATED. CONCRETE MUST HAVE

ANTI-CORROSIVE ADDITIVES IN ACCORDANCE WITH SPECIFICATIONS. WELDED

WIRE FABRIC MUST COMPLY WITH JIS G 3551.

1.6 CONCRETE CONSTRUCTION JOINTS MUST BE CLEANED, FREE OF LAITANCE, AND

INTENTIONALLY ROUGHENED TO A FULL AMPLITUDE OF APPROXIMATELY 6MM,

UNO.

1.7 MINIMUM CONCRETE COVER TO REINFORCEMENT IS AS INDICATED ON

DRAWINGS.

STRUCTURAL STEEL

1.8 STRUCTURAL STEEL MEMBERS MUST BE JIS G 3101 SS400, UNLESS OTERWISE

NOTED.

1.9 WELDING MUST CONFORM TO AWS D1.1 UNLESS NOTED. FILLET WELDS MUST BE

5MM MINIMUM SIZE. UNLESS NOTED, BUTT WELDS MUST BE FULL PENETRATION.

UTILITY COORDINATION

1.10 COORDINATE WITH FEDERAL AND LOCAL AUTHORITY FOR ANY UTILITY

IMPACTED BY THE REPAIR WORK.

HARDWARE

1.11 STANDARD BOLTS SHALL CONFORM TO JIS B 1180. NUTS SHALL CONFORM TO JIS

B 1181. WASHERS SHALL CONFORM TO JIS B 250. HOT DIP GALVANIZED STEEL

FASTENERS IN CONFORMANCE WITH JIS B 1048.

1.12 STAINLESS STEEL HARDWARE SHALL BE JIS G 4303 OR JIS G 4305 SUS 316.

BOLLARD INSTALLATION

1.13 WET SET INSTALLATION FOR NEW MOORING BOLLARDS IS PROHIBITED

2 - LOAD COMBINATIONS

2.1 BASIC LOAD COMBINATIONS IN ACCORDANCE WITH UFC

4-152-01, 2017, AND ASCE 7-16 ARE PRESENTED HEREIN.

A. FACTORED LOAD COMBINATIONS

U5 = 1.2Di + 1.6LU +1.6H + 1.6M

WHERE:

D = DEAD LOAD

LU = LIVE LOAD (UNIFORMLY DISTRIBUTED)

H = SOIL OR HYDROSTATIC LOADS

M = MOORING LOAD

B. NOTES

i) 0.9 (0.6 ASD) INSTEAD OF 1.2 FOR CHECKING MEMBERS FOR

MINIMUM AXIAL LOAD AND MAXIMUM MOMENT.

3 - SURVEY REQUIREMENTS

3.1 FOR SURVEY REPAIR ITEM, CONTRACTOR TO PERFORM THE

FOLLOWING

A. ESTABLISH BASELINE FROM NEARBY CONTROL POINT SHOWN

IN PLAN SHEETS

B. SURVEY SEAWALL CAP ELEVATION DIRECTLY ON EITHER SIDE

OF FRACTURE

C. PROVIDE MINIMUM OF 5 SURVEY POINTS ON EITHER SIDE OF

DEFECT WITH A MINIMUM SPACING OF 500MM

D. PROVIDE PLOT OF SEAWALL CAP ELEVATION TO IDENTIFY

POSSIBLE SETTLEMENT AT DEFECT SITE

4 - SEQUENCE OF REPAIR CONSTRUCTION

4.1 GENERAL CONSTRUCTION PHASING PLAN IS

PROVIDED ON SHEET GC100. HOWEVER, REPAIR

CONSTRUCTION MUST BE CONDUCTED ON BASIS

OF AVAILABILITY OF EACH BERTH.

5 - CONCRETE GRINDING

5.1 CONCRETE GRINDING VIA SURFACE PLANER OR

SIMILAR METHOD WILL BE REQUIRED WHERE

INDICATED ON PLAN SHEETS AND THE REPAIR

SCHEDULE. CONCRETE GRINDING SHALL NOT

EXCEED A DEPTH OF 75MM. IF REINFORCEMENT IS

EXPOSED WHERE CONCRETE GRINDING IS

REQUIRED FOR A LEVEL SURFACE, EXISTING

CONCRETE WILL BE REMOVED AND REPLACED

WITH NEW SLABS IN ACCORDANVE WITH DETAIL 5

ON SHEET S-509

C R

O N

N N

C O

N O

D R

G C

O D

U .S

. A R

M Y

C O

O F

R S

N D

T, U N

A P

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

O M

H N

, I

N C

O P

T, S U

H O

N O

, H

I 9

E D

D B

C H

D B

D R

B Y:

RTA

O F

7, A

N D

A, J

U G

R . Y

2H V1

2H V2

JAPAN DISTRICT

-S S1

A N

O R

O C

TRUE

NORTH

YOKOHAMA NORTH DOCK FACILITY GENERAL PLAN AND KEY MAP

SCALE: 1:2500B1

1. SEE PIER 237, 341 AND 516 REPAIR AND REHAB ENLARGED PLAN

SHEETS S-101 THRU S-110 FOR REPAIR LIMITS COORDINATES AND

REPAIR ITEM KEY NOTES.

GENERAL NOTES:

GRAPHIC SCALE: 1 : 2500

0 125m62.5

YOKOHAMA NORTH DOCK FACILITY

BERTH

B E

H C

BERTH HC5

BERTH HC4

BERTH

BERTH HC2

BERTH A

BER

H C

BERTH B

BERTH C

BERTH D

BERTH E

BERTH F

BERTH G

BERTH K

BERTH J

BERTH L

BERTH H

BERTH

PIER 341

PIE

R 23

PIER 341

PIER 516

SS100

N A

N D

LEGEND:

REPAIR SHEET LIMITS

SHT N

O Y

ND-S

-10

SHT NO YND-S-102

SHT NO YND-S-103

SHT NO YND-S-104

SHT NO YND-S-105

SHT NO YND-S-106

SHT NO YND-S-107

SHT NO YND-S-108

SHT NO YND-S-109

SHT NO YND-S-110

30 15

10152535

0+025 0+050 0+075 0+100 0+125 0+150 0+175 0+200

0+244 0+000

OUT2

.25

HI-TA MANUAL OPERATING PANEL

PIER 237 FACILITY REPAIR LIMITS

COORDINATES TABLE

PT NO. NORTHING EASTING

-58404.279 -17175.947 2 -58395.255 -17186.698 3 -58548.888 -17308.775

-58558.796 -17329.0114

5 -58541.631 -17347.218 6 -58533.572 -17339.717 7 -58533.392 -17338.208 8 -58545.603 -17325.113

10 NOT USED

NOT USED

C R

O N

N N

C O

N O

D R

G C

O D

U .S

. A R

M Y

C O

O F

R S

N D

T, U N

A P

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

O M

H N

, I

N C

O P

T, S U

H O

N O

, H

I 9

E D

D B

C H

D B

D R

B Y:

RTA

O F

7, A

N D

A, J

U G

R . Y

2H V1

2H V2

JAPAN DISTRICT

-S -1

A N

O R

O C

0 20m10

PIER 237 REPAIR AND REHAB ENLARGED PLAN

SCALE: 1:400D1

1. DIMENSIONS SHOWN ARE PER RECORD DRAWINGS AND DOCUMENTS

PROVIDED BY USACE. CONTRACTOR SHALL FIELD-VERIFY ALL

DIMENSIONS BEFORE COMMENCING CONSTRUCTION.

2. FACILITY REPAIR KEY NOTES SHOWN ON THIS PLAN CORRESPOND

WITH REPAIR SCHEDULE DEFECT NUMBERS SHOWN COLUMN ONE ON

SHEET NO. S-601.

GENERAL NOTES:

GRAPHIC SCALE: 1 : 400

9.060

204.245

S-101

A N

D R

E N

3.105

195.750

KEY MAP

NOT TO SCALE

S-10

YOKOHAMA

NORTH DOCK

12.165

LEGEND:

FACILITY REPAIR LIMITS

POWER WASH DECK LIMITS

PIER HEAD CONTROL LINE AND STATIONING

FACILITY REPAIR LIMITS COORDINATE

(SEE COORDINATE TABLE SHOWN HEREON)

FACILITY DEFECT NO. REPAIR KEY NOTE

(SEE PIER 237 FACILITY REPAIR SCHEDULE, SHT NO. S-601)

0+100

BENT NO.

(TYP)

E: -1

N: -58400

N: -58380

N: -58360

N: -58600

N: -58580

N: -58560

N: -58540

N: -58520

N: -58500

N: -58480

N: -58460

N: -58440

N: -58420

N: -58400

N: -58380

N: -58360

N: -58600

N: -58580

N: -58560

N: -58540

N: -58520

N: -58500

N: -58480

N: -58460

N: -58440

N: -58420

PLAN

NORTH

TRUE

NORTH

E X

N G

B R

E S

R E

YOKOHAMA

NORTH DOCK

FACILITY

ENTRANCE

ACCESS ROAD

BERTH HC7

20.995

69 68

77 50

30 33 35

B7 B6 B5 B4 B3 B2B9 B8B10B11

B10a B9aB10bB11aB11bB11cB11dB11e

S-300

TYPICAL DEFECTS

BERTH DEFECT NO

HC7 2

HC7 3

HC7 5

HC7 6

HC7 80

DRAFT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

EMH

UNKNOWN1

SIG

NBOARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

LIF

EBUOY

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

D-14

SWGR1-2

HIGH VOLTAGE

50-1-2A 50-3-2

HIGH VOLTAGE

50-1-1A

50-1-1

D-13

SUBSTATION

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

BOLL

ARD

COCOCO

W x

Wx W x W x W x W x W x W x W x W x W x W x W x W x W x

EMH

UNKNOWN1

SDx SDx

SDx

SDx SDx

SDx

SDx SDx

SDx

SDx SDx

SDx

x SDx

SDx

SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx

SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx

SD x

SDx

SD x

SDx

SD x

SDx

SD x

SDx

SD x

SDx

SD x

SDx

SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx

SDx

SD x

SDx

UNKNOWN2

Wx Wx

W x

H I-T

A M

G P

METAL METAL METAL

METAL

POLE

PROTECTIO

POLE

PROTECTIO

SSx

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

EUx EUx EUx EUx EUx EUx EUx EUx EUx EUx EUx EUx EUx EUx EUx EUx EUx EUx

EUx

0+025

0+050

0+075

0+100 0+125 0+150 0+175 0+200 0+225 0+250 0+275

13 14

PIER 341 FACILITY REPAIR LIMITS

COORDINATE TABLE 1

-58567.820 -17371.713 12 -58576.206 -17379.405

-58577.619 -17379.276 -58595.792 -17359.818 -58587.280 -17350.612 -58591.411 -17354.421 -58594.761 -17350.791 -58654.621 -17352.780 -58657.562 -17362.780

PT NO. NORTHING EASTING

C R

O N

N N

C O

N O

D R

G C

O D

U .S

. A R

M Y

C O

O F

R S

N D

T, U N

A P

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

O M

H N

, I

N C

O P

T, S U

H O

N O

, H

I 9

E D

D B

C H

D B

D R

B Y:

RTA

O F

7, A

N D

A, J

U G

R . Y

2H V1

2H V2

JAPAN DISTRICT

-S -1

A N

O R

O C

0 20m10

PLAN

NORTH

PIER 341 REPAIR AND REHAB ENLARGED PLAN - 1

SCALE: 1:400C1

1. DIMENSIONS SHOWN ARE PER RECORD DRAWINGS AND DOCUMENTS

PROVIDED BY USACE. CONTRACTOR SHALL FIELD-VERIFY ALL

DIMENSIONS BEFORE COMMENCING CONSTRUCTION.

2. FACILITY DEFECT AND REPAIR KEY NOTES SHOWN ON THIS PLAN

CORRESPOND WITH REPAIR SCHEDULE DEFECT NUMBERS SHOWN

COLUMN ONE ON SHEET NOS. S-602, S-603, S-604 AND S-605.

GENERAL NOTES:

TRUE

NORTH

GRAPHIC SCALE: 1 : 400

105.215

S-102

A N

D R

E N

26.625

KEY MAP

NOT TO SCALE

S-102

YOKOHAMA

NORTH DOCK

BERTH HC5 BERTH HC4

BERTH HC6

C H

A 0+

- S

S H

T N

O . S

-1

EXISTING BRIDGE

YOKOHAMA NORTH DOCK

FACILITY ENTRANCE

LEGEND:

FACILITY REPAIR LIMITS

PIER HEAD CONTROL LINE AND STATIONING

FACILITY REPAIR LIMITS COORDINATE

(SEE COORDINATE TABLE SHOWN HEREON)

FACILITY DEFECT NO. REPAIR KEY NOTE

(SEE PIER 341 DEFECT AND FACILITY REPAIR SCHEDULE,

SHT NOS. S-602 THRU S-604)

0+100

ACCESS ROAD

61.840

NOTE: SEE SHT NOS. S-103 AND S-104 FOR

CONTINUATION OF PIER 341 FACILITY REPAIR

LIMITS COORDINATE TABLES 2 AND 3.

E: -17440

E: -17420

E: -17400

E: -17380

E: -17360

E: -17340

E: -17320

E: -17300

E: -17280

E: -17260

E: -17240

E: -17360

E: -17340

E: -17320

E: -17300

E: -17280

E: -17260

E: -17240

E: -17220

E: -17200

E: -17180

E: -17420

E: -17400

E: -17380

E: -17220

E: -17200

E: -17180

N: 5

N: -5

N: 5

N: -5

N: 5

N: -5

B20 B21 B22 B23 B24 B25 B26

B27

200.720

95.500

168157A 180A

S-301

S-302

TYPICAL DEFECTS

BERTH(S) DEFECT NO

HC6-B 113

HC5 157DRAFT

AutoCAD SHX Text

ASPHALT

BOLLARD

SSx

SS x

SSx

SS x

SSx

SS x

SSx

EMH

COAS

BOLLARD BOLLARD

BOLLARD

BOLLARD BOLLARD

BOLLARD

BOLLARD BOLLARD

BOLLARD

CO CO

320 S-324

BOLLARD

BOLLARD BOLLARD

BOLLARD

UNKNOWN2

UNKNOWN3

UNKNOWN4

POLE

SSx

W x

0+275

0+300

0+325

0+350

0+375 0+400 0+425 0+450 0+475 0+500

PIER 341 FACILITY REPAIR LIMITS

COORDINATE TABLE 2

-58793.995 -17215.562 21 -58793.924 -17202.507

-58848.540 -17266.357 -58855.966 -17260.695

PT NO. NORTHING EASTING

24 -58896.300 -17381.242 25 -58899.823 -17366.915

C R

O N

N N

C O

N O

D R

G C

O D

U .S

. A R

M Y

C O

O F

R S

N D

T, U N

A P

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

O M

H N

, I

N C

O P

T, S U

H O

N O

, H

I 9

E D

D B

C H

D B

D R

B Y:

RTA

O F

7, A

N D

A, J

U G

R . Y

2H V1

2H…

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