W912HV25B0003 RTA Drawings.pdf

PDF 14 MB Posted Jan 13, 2025

Attached to: Replace AFN Radio Transmission Tower, Camp Kinser, Okinawa, Japan
Solicitation number: W912HV25B0003
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Jan 14, 2025

This is a set of technical drawings and specifications for replacing an AFN Radio Transmission Tower at Camp Kinser, Okinawa, Japan, under solicitation W912HV25B0003. The drawings detail the demolition of the existing 91.44-meter AM medium frequency antenna system tower and installation of a new cylindrical guyed tower system.

The drawings include civil, structural, electrical, and radio engineering details showing foundation plans, grounding systems, cable trenches, and antenna specifications. Key components include a new antenna tuning unit (ATU-1), guy wire foundations, precast concrete cable trenches, electrical connections from Building 950, and a comprehensive grounding system with 240 copper radials. The electrical scope includes new underground power feeders, LED fencepost lighting, and weatherproof receptacles. Structural elements detail the tower foundations, guy wire attachments, and support systems. The radio frequency specifications indicate operation at 648 kHz with 10kW output power at 100% modulation. The drawings also show details for FAA-compliant obstruction lighting using OM-3C low-intensity and OM-6C medium-intensity marker lights.

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Other files

File	Type	Posted
Abstract OF1419-W912HV25B0003_KO(s).pdf	PDF	May 16, 2025
W912HV25B0003 AM-0002_Specs.pdf	PDF	Apr 23, 2025
W912HV25B0003 AM-0002.pdf	PDF	Apr 23, 2025
W912HV25B0003_AM-0001_SpecificationsCombined.pdf	PDF	Apr 16, 2025
W912HV25B0003_AM-0001_DrawingsCombined.pdf	PDF	Apr 16, 2025
Bldg 950 As-builts.pdf	PDF	Apr 16, 2025
W912HV25B0003 AM-0001.pdf	PDF	Apr 16, 2025
Bidder Site Survey Attendance_250207 AFN Tower(SAM.gov).pdf	PDF	Feb 10, 2025
W912HV25B0003 JA_Primavera_Redacted.pdf	PDF	Jan 13, 2025
W912HV25B0003 RTA Specifications.pdf	PDF	Jan 13, 2025
W912HV25B0003_Repl AFN Tower.pdf	PDF	Jan 13, 2025

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E N

PATIO

ONLY

PATIO

FOUNDATION

PATIO

UNPAVED PARKING

UNPA

RKI

UNPA

PATIO

UNPAVED P

ARKIN

UNPAVED P

ARKIN

PATIO

UNPAVED PARKING

PARKING

UNPAVED

PARKING

2GA

3GA

TRAIL

RKI

UNPAVED

PARKING

TRAIL

GATE

98.0865

338.6750

E N

G .M

D A

G .M

D A

G-001

C O

S H

T, L O

, A N

D V

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

JAPAN DISTRICT

FY24 REPLACE AFN RADIO TRANSMISSION TOWER

CAMP KINSER, OKINAWA, JAPAN

READY TO ADVERTISE SUBMITTAL

W912HV-25-B-0003

JANUARY 2025

US Army Corps of Engineers

PRIME/ELECTRICAL

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION

CIVIL

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION

STRUCTURAL

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION

GARRET A. MASUDA, P.E. MOSTAFA ELMORSI

GEOTECHNICAL

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION

PRIME/ELECTRICAL: INSYNERGY ENGINEERING INC

1001 BISHOP STREET, SUITE 2500

HONOLULU HAWAII, 96813

CIVIL:

STRUCTURAL: AECOM

1001 BISHOP STREET, SUITE 1600

HONOLULU, HI 96813

ENVIRONMENTAL: ENVIRONMENTAL SCIENCE CORPORATION

ISURO BUILDING 4F, 3-7-2 KANDA-NISHIKICHO

CHIYODA-KU, TOKYO, JAPAN 101-0054

GEOTECHNICAL:

LOCATION MAP VICINITY MAP

GATE 2

THIS PROJECT KINSER

ANTENNA TOWER

CAMP KINSER

RADIO ENGINEER

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION

RADIO: AECOM

1001 BISHOP STREET, SUITE 1600

HONOLULU, HI 96813

ENVIRONMENTAL SCIENCE CORPORATION

ISURO BUILDING 4F, 3-7-2 KANDA-NISHIKICHO

CHIYODA-KU, TOKYO, JAPAN 101-0054

ENVIRONMENTAL SCIENCE CORPORATION

ISURO BUILDING 4F, 3-7-2 KANDA-NISHIKICHO

CHIYODA-KU, TOKYO, JAPAN 101-0054

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MATCHLINE

BUILDING SECTION/ ELEVATION

DETAIL SECTION

DETAIL ENLARGEMENT

NUMBER INDICATES

BUILDING SECTION

SHEET NUMBER WHERE

SECTION IS DRAWN

NUMBER INDICATES DETAIL

X-X X

X-X

PLAN

NORTH

NORTH ARROW

PLAN NORTH

X/X-XXX

LOCATION OF ADJACENT

DRAWING

MATCH LINE

SCALE: 1 : 100

2000 4000

GRAPHIC SCALE

DRAWING TITLE

ROOM NAME

150 SM

ROOM NAME

AREA

(WHERE

OCCURS)ROOM TAG

ROOM NUMBER

X-X X

NUMBER INDICATES

BUILDING SECTION

SHEET NUMBER WHERE

SECTION IS DRAWN

SHEET NUMBER WHERE

DETAIL IS DRAWN

TRUE NORTH

DRAWING SCALE

RFI XXX

REVISION TAG

NAME

ELEVATION

BUILDING LEVEL

BUILDING GRID

A1 1:200

VIEW TITLE

G . M

D A

G . M

D A

G-002

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, A

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.d w g

GENERAL NOTES

CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS AT THE

JOB SITE AND IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF ANY

DISCREPANCIES BEFORE COMMENCING WITH WORK. COMMENCEMENT OF

WORK SIGNIFIES ACCEPTANCE OF EXISTING CONDITIONS.

THE CONTRACTOR IS TO FOLLOW DIRECTIONS OF ONLY THE CONTRACTING

OFFICER OR THEIR AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL

PROVIDE COPIES OF APPROVED PERMITS TO THE CONTRACTING OFFICER

PRIOR TO BEGINNING ANY EXCAVATION WORK.

3 ALL WORK SHALL STRICTLY CONFORM TO ALL APPLICABLE LOCAL AND FEDERAL

CODES, STANDARDS, AND REGULATIONS. EXPOSED CONCRETE FOUNDATIONS

SHALL BE CEMENT WASHED AND PAINTED.

4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY LOSS OR DAMAGE OF

EXISTING PROPERTY AND CONDITIONS TO REMAIN, RESULTING FROM

CONSTRUCTION ACTIVITIES, AND SHALL MAKE GOOD ANY LOSS, DAMAGE, OR

INJURY WITHOUT COST TO THE GOVERNMENT.

5 CONSTRUCTION ACTIVITIES SHALL NOT DISRUPT EXISTING ONGOING

OPERATIONS IN THE VICINITY.

6 CONFINE ALL OPERATIONS TO AREAS SPECIFICALLY AUTHORIZED BY THE

GOVERNMENT. KEEP WORK AREAS AND ADJACENT TO THE WORK AREA FREE

FROM ACCUMULATION OF TRASH AND DEBRIS.

7 CONTRACTOR TO FIELD VERIFY ALL EQUIPMENT AND MATERIAL SIZES AND

PROVIDE ADEQUATE CLEARANCE AS REQUIRED, BEFORE PROCEEDING WITH

THE WORK.

8 FOR ANY APPROVED SUBSTITUTIONS, CONTRACTOR IS RESPONSIBLE TO

PROVIDE A COMPLETE AND WORKING COMPONENT AND MUST BEAR ALL NEW

INCIDENTAL COSTS IMPACTED BY THE APPROVED SUBSTITUTION REQUEST.

9 UPON COMPLETION, REMOVE FOREIGN MATERIALS FROM ALL EXPOSED

SURFACES AND CLEAN THOROUGHLY.

10 FOLLOW SPEC SECTION 01 74 19 - "CONSTRUCTION AND DEMOLITION WASTE

MANAGEMENT" FOR PROPER DISPOSAL OF CONSTRUCTION AND DEMOLITION

DEBRIS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL

OF ALL CONSTRUCTION MATERIAL, UNLESS NOTED OTHERWISE.

11 WHERE DEMOLITION AND CUTTING WORK HAS OCCURRED OR WHERE EXISTING

SURFACES, MATERIALS OR OTHER ITEMS HAVE BEEN DAMAGED OR DISTURBED

AS A RESULT OF THIS CONTRACT, THE SAID SURFACES AND AREAS SHALL BE

CAREFULLY CLOSED UP, PATCHED AND FINISHED, AND OR RESTORED AS

REQUIRED TO BE CONTIGUOUS TO EXISTING SURROUNDING SURFACES.

12 THE GENERAL CONTRACTOR, AT THE COMPLETION OF THIS WORK, SHALL LEAVE

ALL WORK AREAS AND FINISHED SPACES IN A CLEAN AND ACCEPTABLE

CONDITION. FINAL CLEAN-UP INCLUDES, BUT NOT LIMITED TO: IMPACTED

INTERIOR SURFACES, LIGHT FIXTURES, SITE, ETC.

13 SEE SPECIFICATION SECTION 01 20 00 PRICE AND PAYMENT PROCEDURES FOR

CONTRACT LINE ITEM NUMBERS (CLIN) AND LIST OF BID OPTIONS

GRAPHIC SYMBOLS

SHEET INDEX

INDEX - GENERAL

COVER SHEET, LOCATION, AND VICINITY MAPSG-001

SHEET INDEX, GRAPHIC SYMBOLS, AND GENERAL NOTESG-002

TOPOGRAPHIC SURVEY PLANV-101

SITE DEMOLITION PLANCD101

SITE UTILITIES PLANCS101

STRUCTURAL GENERAL NOTES IS-001

STRUCTURAL GENERAL NOTES IIS-002

SITE DEMOLITION PLANSD101

DEMOLITION ELEVATIONSD201

STRUCTURAL SITE PLANS-101

STRUCTURAL ELEVATION - GRIDLINE AS-201

TYPICAL CONCRETE DETAILS IS-501

INDEX - TOPO

INDEX - CIVIL

INDEX - STRUCTURAL

GENERAL RADIO NOTESTR001

BUILDING 950 RADIO TRANSMISSION PLANTR101

EXISTING GROUND PLANE SYSTEM SITE PLANTG100

ELECTRICAL ABBREVIATIONS, SYMBOL LIST,

AND MOUNTING HEIGHT SCHEDULEE-001

ELECTRICAL DEMOLITION SITE PLANED101

ELECTRICAL SITE PLANES101

BUILDING 950 ELECTRICAL AND CABLE TRENCH PLANE-101

ELECTRICAL DETAILS

E-501 ELECTRICAL DETAILS

E-502

INDEX - ELECTRICAL

GENERAL ELECTRICAL NOTESE-002

ENLARGED ANTENNA AREA ELECTRICAL PLANE-401

14 REFER TO THE HAZARDOUS MATERIALS INSPECTION REPORT FY24 REPLACE

AFN RADIO TRANSMISSION TOWER CAMP KINSER, OKINAWA, JAPAN (ESC, DEC

2023), FOR MATERIALS CONFIRMED TO CONTAIN MORE THAN 0.1% ASBESTOS,

LEAD BASED PAINT AND LEAD CONTAING PAINTS.

15 ABATEMENT OF ASBESTOS CONTAINING MATERIAL (ACM) IS NOT INCLUDED IN

THIS DESIGN. ACM FOUND IN THE CONSTRUCTION AREA SHOULD BE

PROTECTED IN PLACE. IN THE EVENT DISTURBACNE OF ACM BECOMES

NECESSARY, CONDUCT ALL ACTIVITIES IN ACORDANCE WITH SPECIFICATION

SECTION 02 82 00.

16 IN ADDITION TO THOSE LISTED IN THE HAZMAT INSPECTION REPORT,

CONTRACTOR SHALL ASSUME ALL PAINTS AND COATINGS CONTAIN LEAD AT

DETECTABLE LEVELS. ENSURE WORKER PROTECTION IN ACCORDANCE WITH

SPECIFICATION SECTION 02 83 00.

17 PAINTS, COATINGS, AND OTHER LEAD ITEMS CONTAINING LEAD

CONCENTRATIONS EXCEEDING JEGS AND/OR GOJ WASTE MANAGEMENT AND

PUBLIC CLEANSING 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.

18 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/OR THE JEGS.

1 2 3 4 5 6 7 8 9 10

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CONSTRUCTION HAUL ROUTE AND STAGING AREA DIAGRAMG-1213

BORING LOCATION PLAN AND BORING LOGSBB201

INDEX - BORING

ENLARGED PLAN - SITE GRADING AND DETAILSC-50110

CIVIL ABBREVIATIONS AND LEGENDC-0016

TYPICAL CONCRETE DETAILS IIS-50220

TYPICAL STEEL DETAILS IS-52121

TYPICAL STEEL DETAILS IIS-52222

TYPICAL STEEL DETAILS IVS-52424

RADIO FREQUENCY GROUNDING SITE PLANTG10137

LIGHT FIXTURE SCHEDULE AND CONTROL DIAGRAME-60133

TYPICAL STEEL DETAILS IIIS-52323

EARTH GROUNDING SYSTEM DETAILSTG50138

STRUCTURAL ELEVATION - GRIDLINE BS-20217

STRUCTURAL ELEVATION - GRIDLINE CS-20318

ELECTRICAL CABLE TRENCH PROFILECU1019

INDEX - RADIO

REFERENCED CODES & STANDARDS

1 JAPAN DISTRICT DESIGN GUIDE V7

2 DEPARTMENT OF DEFENSE JAPAN ENVIRONMENTAL GOVERNING STANDARDS

(JEGS)

3 OSHA 29 CFR 1910.1000 AIR CONTAMINANTS

4 OSHA 29 CFR 1910.1001 ASBESTOS

5 OSHA 29 CFR 1910.1200 HAZARD COMMUNICATION

6 OSHA 29 CFR 1926.1101 ASBESTOS

7 OSHA 29 CFR 1926.62 LEAD

8 EPA 40 CFR 61, SUBPART M, NATIONAL EMISSION STANDARD FOR ASBESTOS

9 EPA 40 CFR 76 POLYCHLORINATED BIPHENYLS (PCBS) MANUFACTURING,

PROCESSING, DISTRIBUTION IN COMMERCE, AND USE PROHIBITIONS

10 EPA 40 CFR 261 IDENTIFICATION AND LISTING OF HAZARDOUS WASTE

11 EPA 40 CFR 273 STANDARDS FOR UNIVERSAL WASTE MANAGEMENT

12 EPA 40 CFR 745 LEAD-BASED PAINT POISONING PREVENTION IN CERTAIN

RESIDENTIAL STRUCTURES

13 EPA 40 CFR 763 ASBESTOS CONTAINING MATERIAL IN SCHOOLS

14 GOVERNMENT OF JAPAN, 2001. JAPAN WASTE MANAGEMENT AND PUBLIC

CLEANSING LAW OF 1970, UPDATED 2001.

15 UFC 1-200-01 DOD BUILDING CODE, WITH CHANGE 2, JUNE 12, 2023

16 UFC 3-201-01, CIVIL ENGINEERING, DECEMBER 20, 2022

17 UFC 3-220-01 GEOTECHNICAL ENGINEERING, WITH CHANGE 1, NOVEMBER 3,

18 UFC 3-230-01, WATER STORAGE AND DISTRIBUTION, WITH CHANGE 3, JULY 1,

19 UFC 3-301-01, STRUCTURAL ENGINEERING, WITH CHANGE 1. OCTOBER 2, 2023

20 UFC 4-022-03 SECURITY FENCES AND GATES, OCTOBER 1, 2023

21 OKINAWA PREF ORDINANCE NO.36: RED SOIL EROSION PREVENTION ORDINANCE

22 JAPANESE INDUSTRIAL STANDARD (JIS)

23 DESIGN CRITERIA FOR CIVIL ENGINEERING UNDER THE FACILITIES

IMPROVEMENT PROJECTS, 11 SEPTEMBER 2015

24 STRUCTURES STANDARDIZED DESIGN CRITERIA FOR CIVIL ENGINEERING UNDER

THE FACILITIES IMPROVEMENT PROJECTS, DEFENSE FACILITIES

ADMINISTRATION AGENCY, SEPTEMBER 1997

25 KADENA AIR BASE DESIGN GUIDE, 07 FEBRUARY 2020

26 BUILDING STANDARD LAW OF JAPAN

27 INTERNATIONAL BUILDING CODE (IBC)

28 ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,

WITH MODIFICATIONS

29 TIA-222-H, STRUCTURAL STANDARD FOR ANTENNA SUPPORT STRUCTURES,

ANTENNAS AND SMALL WIND TURBINE SUPPORT STRUCTURES, OCTOBER 2017

30 ANSI/TIA-322-A - LOADING, ANALYSIS, AND DESIGN CRITERIA RELATED TO THE

INSTALLATION, ALTERATION AND MAINTENANCE OF COMMUNICATION

STRUCTURES, JULY 2023

31 ANSI/ASSP A10.48 - CRITERIA FOR SAFETY PRACTICES WITH THE

CONSTRUCTION, DEMOLITION, MODIFICATION AND MAINTENANCE OF

COMMUNICATIONS STRUCTURES, 2023

32 ANSI/AISC 360-16 – SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

33 ACI 318-19 – BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

REFERENCED CODES & STANDARDS, CONT.

34 JAPANESE RADIO LAW

35 JAPANESE AVIATION LAWS

36 FAA ADVISORY CIRCULAR AC 70/7460-1M FOR THE INSTALLATION OF THE

LIGHTNING SYSTEM

37 UFC 3-501-01, ELECTRICAL ENGINEERING, WITH CHANGE 1, NOVEMBER 2019

38 UFC 3-520-01, INTERIOR ELECTRICAL SYSTEMS, WITH CHANGE 2, APRIL 2021

39 UFC 3-530-01, INTERIOR AND EXTERIOR LIGHTING SYSTEMS AND CONTROLS,

WITH CHANGE 4, NOVEMBER 2019

40 UFC 3-550-01, EXTERIOR ELECTRICAL POWER DISTRIBUTION, WITH CHANGE 3,

NOVEMBER 2019

40 NATIONAL ELECTRICAL CODE (NEC). 2023

AutoCAD SHX Text

LICENSED

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PATIO

ONLY

PATIO

FOUNDATION

PARKIN

UNPA

PATIO

UNPAVED PARKING

UNPA

RKI

UNPA

PATIO

UNPAVED P

ARKIN

UNPAVED P

ARKIN

PATIO

UNPAVED PARKING

PARKING

UNPAVED

PARKING

GATE 2

TRAIL

950A

TS79

TRAIL

DIRT

DUG OUT

STAND

TRAIL

15.2500

52.6555

GATE 4

GATE 3

GATE 1

GATE 5

ANTENNA TOWER

RKI

UNPA

950A

TRAIL

DIRT

DUG OUT

STAND

TRAIL

ANTENNA TOWER

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN

CALLOUT/ NOTES ARE IN MILLIMETERS UNLESS

OTHERWISE NOTED.

GRAPHIC SCALE

SCALE: 1 : 1000

20000 40000

C O

R U

O N

L R

O U

N D

G A

G R

GENERAL NOTES:

1. UTILIZE PROJECT SITE FOR STAGING. CONTRACTOR

TO VERIFY WITH CONTRACTING OFFICER PRIOR TO

ON-SITE ACTIVITIES.

2. COORDINATE WITH CONTRACTING OFFICER ON THE

ACTUAL LIMIT ON SITE, PRIOR TO MOBILIZATION.

3. CONTRACTOR IS RESPONSIBLE TO SECURE ANY ON

SITE AND OFF SITE WORK AREA. PRIOR TO THE

COMPLETION, CONTRACTOR MUST RESTORE TO THE

ORIGINAL CONDITION IN CASE ANY DAMAGE ARE

CAUSED BY THE CONTRACTOR.

4. REFER TO PROJECT SPECIFICATION FOR TEMPORARY

CONSTRUCTION FACILITIES AND CONTROLS.

LEGEND:

PROJECT SITE

HAUL ROUTE

PROJECT LIMIT AND

CONTRACTOR

LAYDOWN AREA

DEPOT BOULEVARD

PROJECT SITE

CONTRACTOR ENTRANCE

CAMP KINSER GATE2

GATE 2

GATE 4

GATE 3

GATE 1

GATE 5

D ST

SIERRA BLVD

F ST

PERIMETER RD

A12 STAGING AREA DIAGRAM

SCALE: 1:1000A1 CONSTRUCTION HAUL ROUTE AND STAGING AREA DIAGRAM

NOT TO SCALE

CAF

IVI

NRFO

No. C 60451

RYAN W.

NELSON

DER

OPR E SF S

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ION

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US Army Corps of Engineers ®

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PROJECT LIMIT AND CONTRACTOR

LAYDOWN AREA

VEHICLE ACCESS

GATE

PLAN

NORTH

E N

EU x

EMH

2-3

5.982

6.041 6.020

6.0456.078 6.127

5.720

5.853

5.718

5.945 5.941

5.941 5.865

5.845

5.916 5.972

6.052 6.055

5.971

6.053 6.056

5.970

7.200

6.416

6.095

5.942

5.949 5.974

6.026 6.069

6.079 6.018

6.030

6.1636.146 6.305

6.407 6.192

6.618 6.587

6.541 6.361

6.401

6.166

6.074 6.136

6.147

6.137

5.788

5.843

5.8265.802 6.022

5.970

6.081

6.298

6.186 6.185

6.3646.433

6.637

7.116 7.163

6.965

6.538

6.423 6.568

6.846

7.0347.174

7.2296.923 6.807

6.515

6.316 6.501

6.745 7.300

7.266 6.548

6.464 6.121

6.452 7.280

6.458 6.449

7.409 6.247

7.452 7.322

6.289

7.441 6.677

7.422 6.2457.4966.1306.226

5.893 7.547 7.506

5.923 7.506

7.5756.8295.457 5.754 5.802

6.326

6.317 5.980

5.847 5.847

5.803 5.855

5.845

5.671 5.8355.770

7.037 7.045

7.102 7.105

7.126 7.141

7.154 7.173

7.181

7.203

7.278

7.342

7.432

7.484

7.542

7.556 7.574

7.594

7.5756.7795.447

5.146 5.426 7.595

7.5886.7185.068

6.6465.220

7.678 6.5755.153

7.6936.5425.199

5.2266.530 6.851

6.7926.517

6.655

6.483 5.583

5.4815.275

5.301 5.3386.445

6.537 6.417

6.289

6.015

5.801

5.935 6.043

6.074

6.299

6.488 6.503 6.451

6.0796.129 6.146

6.102 6.045

5.924

5.762

5.921 5.628 5.762

5.592

5.654

6.014

5.754

5.699 5.723 5.738

5.765 5.623

5.6155.5905.675

5.565

5.2455.060 5.043

5.264 5.5795.415

5.109

5.067 4.829 4.555

4.5344.996

5.128 4.563

4.4024.7595.270

5.511

5.272 4.844

4.902

4.817 4.417

4.3314.687

4.646

4.657 5.445

5.475 5.513

5.519 5.490

5.567

5.568

5.897

5.578 5.598

5.145

5.3104.982 5.3525.181

5.499 4.918

4.4044.466 5.053

4.692 4.807

4.617 4.714

5.649 5.708

5.955

5.908

5.589

5.898 5.787

5.953 5.973

5.710

5.594 5.455

4.936

4.9714.836

5.495 5.597 5.657

4.833 4.824

4.826

4.617 4.672

4.595

4.5604.440

4.589 4.609

4.546

4.602 4.683

4.520

4.738

4.519

4.552

4.5514.480

4.360

4.394 4.524 4.570 4.568 4.704 4.853 5.144

5.1774.8254.7124.5594.4554.378

4.520 4.545 4.699 4.851 5.163

5.1514.8424.7714.6294.5424.449

4.637 4.692 4.719 4.846 4.859 5.059

5.1195.0154.8964.783

4.606 4.715 4.851 4.871 4.927 5.027 5.235

3.770

4.897 4.859 4.706

5.101 4.802 5.125

4.967 5.042 5.207 5.054

5.079 5.310 5.286

5.336

5.112

5.238

5.132 5.101

5.234 4.982

5.159 5.314

5.323 5.217

5.294

5.347

5.360

5.453 5.427

5.536

5.505 5.491

5.467 5.408

5.382 5.076

5.227

4.321 4.379

4.344 4.275

4.252

4.162

4.149

4.135

4.062

3.963

3.871

3.863

3.817

3.828

3.714

3.662

3.548

3.5553.538

3.489

3.386 3.645

3.657

3.752 3.783 3.816

3.8274.082

3.951 3.902

3.836 3.7013.698

3.837 3.889

3.868

3.871 3.898

3.7053.863 3.7293.736

3.654 3.7233.760

3.752 3.416

3.649 3.860

3.734 3.659

3.673 3.642

3.332 3.439 3.3923.599

4.010

3.894 3.838

4.212

3.928 3.895

4.141 3.977

3.943

3.692 3.831

3.937 3.897

3.792 3.925

3.867

3.840 3.804

3.875

3.810 3.708

3.5863.600 3.581

3.658 3.736

3.683

3.834 3.956

3.996

3.9913.908

3.9063.869

3.8533.846

3.8023.800

3.839

3.838 3.910 3.926 3.9534.107 4.266

4.097

4.100

4.332

4.198 4.151 4.262

4.2604.0163.9613.9423.898

4.028 4.112 4.165 4.222 4.329

4.216 4.217

4.371 4.435 4.174

4.188 4.222

4.259

4.474 4.560

4.1884.272 4.6274.540

4.483

4.199 4.467

4.180 4.559

4.102 3.954 4.041 4.401 4.1644.234

4.251 3.906

3.877

4.261 4.0904.153

4.229 4.059

4.254 3.873

4.250 3.824

4.253 4.169 4.0574.328

4.292 3.951 3.868

3.796

4.028 3.815

4.235 3.823

3.912 3.608

3.722 4.269

3.995

3.890 3.729

4.388 4.156

3.825 4.024

4.285 3.811 4.251 3.912

4.213

3.863

3.492

3.836

3.895

3.730

3.969

3.856

4.312

4.121 4.158

3.9644.149

4.316 4.190

4.738

4.7434.6444.506

4.5044.370

4.366 4.223

4.265 4.194

4.1664.050

4.137

4.061

4.255 4.362 4.409 4.489 4.540 4.567 4.739 4.857 4.847

4.984 4.924

4.658 4.526

4.292 4.488

4.764 4.853

4.682 4.718

4.935

4.930 5.103 5.121

5.3945.1765.087

5.2494.981

4.9724.923

4.844

4.971

5.031 5.382

5.140

5.176

5.2235.115 4.7494.830

5.043

4.801

4.9654.865 4.650

4.818 4.6444.798

4.695

4.6884.608 4.483 4.422

4.5354.378 4.219 4.159

3.748 3.720

3.7213.778

3.966

3.712 3.768

3.776

4.078 3.747 4.258

4.264

4.553 4.824

4.715 4.663

4.729

4.2393.954 4.165

4.2194.207 4.196

3.9643.923 4.142 4.141

3.959 4.018

4.028 3.747

3.832

3.629 3.717

3.872

3.490

3.744

3.557 3.5513.336

3.677

3.415

3.183

3.406

3.624 3.413

3.425 3.311

3.445 3.286 3.2243.261

3.305 3.354

3.439 3.440

3.482 3.428

3.423

3.501

3.451

3.661

3.887

3.895

3.456

3.347 3.495

3.362 3.668 3.293

3.742 3.405

3.343

3.351 3.761

3.315 3.454

3.419 3.987

3.605 3.726 3.775 4.042 3.7453.919

4.111 3.837

3.738 3.691

3.769 4.092 3.6073.709

4.130 3.675 4.157

3.696 3.831

4.305 3.999

4.396

4.234 4.369

4.223 4.454

4.281 4.711 4.636

4.7864.6864.228 4.195

4.440 4.520

4.117

4.1023.902 4.038 4.365

3.9843.874

4.335 3.959

4.079

3.7043.663 3.857 4.249 4.0283.910 3.8423.806

3.764 4.159 3.743 3.6363.831

3.837 4.104 3.942 3.870

3.901

3.484

3.748

3.711 3.793

3.950

3.457 3.241 3.340 3.715

3.3503.311 3.412 3.701 3.341 3.3183.436

3.668

3.2603.152 3.231 3.623 3.413 3.2503.245

3.284 3.576 3.338 3.1633.540

3.568 3.348 3.366

3.440

3.497

3.460 3.508

3.5933.480

3.6803.584 3.5763.448

3.464

3.492 3.728 3.725 3.783

3.343 3.317 3.736 3.793 3.539 3.501

3.495 3.850 3.649

3.608 3.808

3.713 3.954

3.7533.729 4.022

3.909 4.118 3.955 3.9403.719

4.019 4.170 3.981 3.901

3.837 3.852

4.123 3.978 3.944

3.979 4.176

3.973 4.068

4.181

4.033 4.190 4.400 4.229

4.207 4.224

4.153 4.484

4.240 4.290

4.278 4.235

4.186 4.540

4.407 4.619

4.351 4.417 4.426

4.804 4.701

4.770

4.396 4.868

4.621 4.574

4.357 4.709 4.533 4.472

4.489 4.188

4.539

4.408 4.165

4.3914.412 4.526

4.164 4.151

4.012 4.398

4.034

4.185

4.322

4.093 3.946 4.119 4.257

4.075 4.105

3.9403.745 4.171

4.0083.947

3.913 4.064

3.950 4.118

4.017 3.841 3.967

3.9263.687 3.769

3.855 3.6133.613

3.781

3.575

3.738

3.803

3.6443.757

3.730

3.8823.695

3.6743.608

3.6593.596

3.5613.540

3.575

3.841

3.914

3.8033.620

3.903 3.776 3.789

3.912 3.903

3.876 3.902 3.953

3.632 3.858

3.955

3.957

3.726

3.716 3.6383.894

3.943

3.942

4.043 3.943

4.085 3.793 3.707

4.101

4.055 4.179

4.106

4.0874.090 4.097

4.292 4.364

4.304 4.218

4.145 4.401 4.290 4.2324.057

4.148 4.419 4.250

4.292 4.468 4.507 4.200

4.235 4.209

4.569

4.427 4.508

4.583

4.641 4.477

4.673 4.597 4.828 4.647

4.634 4.688

4.670 4.921

4.764 4.694 4.814

4.795 4.7094.718

5.043 5.016

5.259 5.394

4.940 4.993

5.113

4.672 4.926

4.836 4.7994.683

4.846

4.733 4.647 4.787

4.420 4.728

4.4424.044

4.609

4.5074.270 4.448 3.986 3.956

4.052 4.408 4.131

4.388

3.7723.857 3.857 4.326 4.365 4.287

4.162 4.327 3.829 3.728

3.693 4.178 4.047

3.894 3.930

4.110 3.708

3.7923.967

3.777 4.081

3.868 3.849

4.109 3.901

4.482 4.389

4.202 4.223 4.522

4.463 4.576

4.247 4.518 4.498

4.655

4.491

4.713 4.491

4.704

4.453 4.830

4.435

4.161 4.269

4.519

4.675

4.985

4.500 4.606

4.673 4.704

4.819 4.586

4.731

4.647

5.1245.167

5.211

5.099

5.187

4.644

4.585

4.712 4.670

5.002

4.340

4.635 4.440

4.885 4.4914.167

4.691 4.329 4.242

4.297 4.621

4.683 4.669

4.352 4.169

4.526

4.540 4.455

4.584 4.498

4.152

4.460 4.3173.791

4.297 4.188

4.040 3.450

4.272

4.190 4.023

3.933

3.680 3.695

3.724 4.177

3.835 3.463 4.1634.332

3.945 4.391 4.533

4.080 4.410

4.609

3.985

4.453 4.550 4.041

4.2484.273

4.506 4.772

4.427

4.810 4.754

4.868 4.633 5.133 4.8655.175

4.950

4.6144.796 5.252

4.807 4.922

7.508

7.431

EMH

N=29790

N=29820

N=29850

N=29880

N=29910

N=29940

N=29970

N=30000

N=30030

4.0 4.

4.0 4.0

4.0

6.0

5.0

4.0

EUx EUx

W x

79B-TS CIR 6A

COMBINATION LIGHTING CONTROLLER

FUEL TANK

DMH

IN4.40

DMH

OUT4.40 300CP

PROP

UNKNOWN

79-TH CIR 6A

GUY WIRE

VALVE

BOLLARDS

PROTECTION PILLAR

79A-TS CIR 6A

CJPｰ79B

GUY WIRE

ANTENNA

GUY WIRE

CO CO

ASAS

COCO

PROP

R5-201

R5-202

TELEPHONE POLE

A1 TOPOGRAPHIC SURVEY PLAN

SCALE 1:500

20709.357

6.076

ELEVATION

R5-202

R5-201 29823.543

29805.106 20669.873

COORDINATES

6.293

No.

NOTES:

1. TOPOGRAPHIC SURVEY COORDINATE SYSTEM IS THE

JAPAN GEODETIC DATUM (JGD) 2011, ZONE 15 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 CAMP

KINSER, OKINAWA, JAPAN.

3. SURVEY CONDUCTED BY:

ENVIRONMENTAL SCIENCE CORPORATION

NAKAGAMI SHOJI BLDG 201, 3-11-33 AGEDA, OKINAWA CITY

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

REGISTERED SURVEYOR: MR. KOJI CHINEN

JAPAN REGISTERED SURVEYOR, REGISTRATION NO:

H7-724

4. DATE OF TOPOGRAPHIC SURVEY: OCTOBER 2023

5. 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. UTILITIES SHOWN IN THE TOPO MAP SHALL BE

FIELD VERIFIED.

TELEPHONE MANHOLE

TRAFFIC SIGN

SEWER MANHOLE

WATER VALVE

ELECTRIC MANHOLE

TMH

EMH

SMH

WATER MANHOLE

ASPHALT PAVEMENT

CONTROL POINT

WATER PIPE

ELECTRIC LINE

EUx

R5-201

STORM DRAINAGE MANHOLEDMH

OVERHEAD ELECTRICAL LINE

SEWER PIPE

STORM DRAIN PIPE

EOS

(WIRE = TENSION WIRE)

WIRE

TP TELEPHONE POLE

ASPHALT BOUNDARY LINE

LEGEND

TITLE

CONCRETE PAVEMENT

BUILDING

SYMBOL

VEGETATION BOUNDARY

LIGHT POLE

ELECTRIC POLE

FIRE HYDRANT

CONCRETE PIPECP

CONTROL POINTS SUMMARY TABLE

(BASED ON JGD 2011 ZONE 15 DATUM)

G R

U R

V-101

CAF

IVI

NRFO

No. C 60451

RYAN W.

NELSON

DER

OPR E SF S

EER

ION

R . N

2H V2

-V

-1

.d w g

1 2 3 4 5 6 7 8 9 10

H O

N O

, H

I 9

H O

T, S

, I N

E:IS

N N

C O

N O

K D

N D

U .S

. A R

M Y

C O

O F

R S

N D

A P

N B

C H

D B

A1 (8

11 12 13 14 15 16 17 18 19 20

SHEET ID

O C

C E

N T

O W

-1 9-

D -0

R , O

A, J

US Army Corps of Engineers ®

2H V-

-B

-0

SIGNED

D R

G C

O D

D Y

TELEPHONE LINE

PLAN

NORTH

E N

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUT/ NOTES ARE IN

MILLIMETERS UNLESS OTHERWISE

NOTED.

GRAPHIC SCALE

SCALE: 1 : 500

10000 20000MM

EMH

EMHLP

EP951

N=29820

N=29850

N=29880

N=29910

N=29940

N=29970

N=30000

4.0

4.0 4.0

4.0

6.0

5.0

4.0

EUx EUx

W x

W xCO CO

ASAS

COCO

R5-201

B-2

B-1

N=30030

N=30060

B-3

2.00

1.00

3.00

4.00

5.00

6.00

7.00

8.00

9.00

10.00

11.00

12.00

13.00

14.00

15.00

16.00

17.00

18.00

19.00

20.00

Bottom of Hole

18 4, 6, 8 3.15m

3.45m

2.15m

12 3, 4, 5 1.15m

1.45m

-8.94 15.43

2 1, 1 4.15m

4.45m

6 1, 2, 3 5.15m

5.45m

6.15m

36 13, 13, 10 7.15m

7.45m

8.15m

7 2, 2, 3 9.15m

9.45m

30 16, 8, 6 10.15m

10.45m

5 1, 2, 2 11.15m

11.45m

3 1, 1, 1 12.15m

12.45m

50/5cm 50/5 13.15m

13.20m

16 3, 4, 9 2.45m

6.18m

23 2, 9, 12 8.45m

PP: 370 kPa

PP: 100 kPa

PP: 245 kPa

SAMPLE

TEST

LEGEND

STANDARD PENETRATION TEST

DEPTH

(m) DEPTH & Blow count

/10 cm

Total Blow Count Of

S.P.T

(m) 10 20 30 40 50

CLASSIFICATION OF MATERIALS

(Description)

SPT N Value

Percentage of limestone content

HOLE No.

B-1

UNDISTURBED SAMPLELEGEND: DISTURBED SAMPLE ROCK CORE SAMPLE

PT: GEO-PHYSICAL TESTS, UCT: UNCONFINED COMPRESSION TEST, UU: UU TRIAXIAL TEST, CU: CU TRIAXIAL TEST, CON: CONSOLIDATION TEST PP: POCKET PENETROMETER, [qu], LLT: LATERAL LOADING TEST (PRESSUREMETER TEST), [E], COR: LAB TESTS FOR CORROSIVITY POTENTIAL (SULFATES, CHLORIDES, PH, SOIL CONDUCTIVITY)

0% 20% 40% 60% 80% 100%0.006.49

DRILLING LOG INSTALLATION SHEET 1 OF 2 SHEETS

1. PROJECT 10. SIZE AND TYPE OF BIT 66mm Dia. Single Core Tube Bit & Split Spoon sampler

2. LOCATION (Coordinates or Station)

3. DRILLING AGENCY

Shindo Soil Investigation Co., Ltd.

4. HOLE ID NO. B-1

5. NAME OF DRILLER

6. DIRECTION OF HOLE VERTICAL INCLINED ____ DEG. FROM VERT.

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

DISTURBED…

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