FIO W912HV-21-R-0002-am0003 Revised Drawings.pdf

PDF 34 MB Posted Jul 30, 2023

Attached to: FY21 DLA DESC1904 Upgrade Fuel Wharf, DFSP Tsurumi, Japan
Solicitation number: W912HV23Z0029
Issued by: Not on record

About this file

Written by GovTribe AI · Dec 21, 2023

This file provides details on a revised drawing package related to a federal contract opportunity for upgrading a fuel wharf and distribution system in Japan. The solicitation number is W912HV23Z0029 and is being issued by an unspecified agency for upgrading the Fuel Distribution System Product Tsurumi in Japan. The pre-solicitation opportunity involves improvements to fuel storage and delivery infrastructure to modernize operations and increase throughput. The revised drawing package contained in the 34MB file provides additional technical specifications and requirements for the wharf and pipeline renovation project. Interested contractors can reference the drawings for more details on the scope of work and site upgrades prior to the agency releasing the full solicitation.

View the file

Other files

File	Type	Posted
FIO W912HV-21-R-0002 - Specifications.pdf	PDF	Jul 30, 2023
FIO W912HV-21-R-0002-am0002 Revised Specifications.pdf	PDF	Jul 30, 2023
FIO W912HV-21-R-0002-am0006 Revised Specifications.pdf	PDF	Jul 30, 2023
FIO W912HV-21-R-0002-am0005 Revised Specifications.pdf	PDF	Jul 30, 2023
FIO W912HV-21-R-0002 - Drawings.pdf	PDF	Jul 30, 2023
FIO W912HV-21-R-0002-am0003 Revised Specifications.pdf	PDF	Jul 30, 2023

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

G-004

OPER: CDK

G E

N E

R A

O T

E S

L I S

R E

E S

DESC1904G-004_Amd01.dwg

2/21/2019 9:45am

FILE:

DATE: SCALE: NTS

D E

S C

G d w g

GENERAL NOTES:

1. DIMENSIONS TAKE PRECEDENCE OVER SCALE.

2. AZIMUTHS MEASURED FROM TRUE NORTH = 0 DEGREES, 00 MINUTES, 00 SECONDS AND

INCREASE CLOCKWISE.

3. ALL WORK PERFORMED SHALL COMPLY WITH U.S. ARMY CORPS OF ENGINEERS EM 385-1-1,

SAFETY AND HEALTH REQUIREMENTS, 29 CFR 1910, NFPA 70 (NEC), NFPA 101 (LIFE SAFETY

CODE) AND WITH ALL FEDERAL AND LOCAL LAWS REQUIRED FOR THE PROTECTION OF PUBLIC

HEALTH AND SAFETY, OCCUPATIONAL HEALTH AND SAFETY, AND ENVIRONMENTAL QUALITY.

WHERE REQUIREMENTS VARY, THE MOST STRINGENT REQUIREMENTS SHALL APPLY.

4. REMOVE ALL SILT AND DEBRIS RESULTING FROM HIS WORK DEPOSITED IN DRAINAGE

FACILITIES, ROADWAYS AND OTHER AREAS. THE COSTS INCURRED FOR ANY NECESSARY

REMEDIAL ACTION BY THE GOVERNMENT SHALL BE PAYABLE BY THE CONTRACTOR.

5. RESTORE TO THEIR ORIGINAL CONDITION ALL IMPROVEMENTS DAMAGED AS A RESULT OF THE

CONSTRUCTION, INCLUDING BUT NOT LIMITED TO PAVEMENTS, EMBANKMENTS, CURBS, SIGNS,

LANDSCAPING, STRUCTURES, UTILITIES, WALLS, FENCES, ETC.

6. PROVIDE AND MAINTAIN ALL SIGNS, CONES, BARRICADES, AND OTHER PROTECTIVE FACILITIES

TO IDENTIFY AND DELINEATE CONSTRUCTION WORK AREAS.

7. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND STRUCTURES AS SHOWN ON

THE PLANS ARE BASED ON THE AVAILABLE DATA.

8. PRIOR TO COMMENCING EXCAVATION, NOTIFY THE CONTRACTING OFFICER.

9. IF CAVITIES OR VOIDS ARE ENCOUNTERED DURING EXCAVATION WORK, STOP WORK

IMMEDIATELY AND NOTIFY THE CONTRACTING OFFICER.

10. PROVIDE FIRE EXTINGUISHER AND FIRE WATCH AT EACH LOCATION OF HOT WORK. KEEP ONE

SPARE EXTINGUISHER AT EACH FIRE WATCH AT ALL TIMES.

11. SMOKING IS STRICTLY PROHIBITED WITHIN THE WORK AREAS.

12. TAKE ALL PRECAUTIONS TO MINIMIZE STATIC IGNITION HAZARDS.

13. MONITOR THE AIR IN ALL HAZARDOUS WORK ZONES DURING WORK PERIODS FOR HAZARDS

DUE TO THE PRESENCE OF COMBUSTIBLE VAPORS.

14. NOTIFY CONTRACTING OFFICER AND FACILITY FIRE CHIEF IN WRITING PRIOR TO DOING ANY

HOT WORK. OBTAIN A HOT WORK PERMIT PRIOR TO BEGINNING ANY HOT WORK.

15. EMPLOY ALL ENERGY ISOLATION BEST PRACTICES (LOCK-OUT/TAG-OUT, ETC.) TO ENSURE

SAFETY.

16. COORDINATE ALL WORK WITH THE FACILITY AND COMPLY WITH ALL RESTRICTED ACCESS

POLICIES. THE CONTRACTOR'S WORK SHALL NOT INTERFERE WITH ONGOING OPERATIONS AT

THE FACILITY.

17. WORK PLANS AND SCHEDULES SHALL BE SUBMITTED AND APPROVED BY THE CONTRACTING

OFFICER PRIOR TO BEGINNING WORK WHICH REQUIRES SHUTDOWNS. SCHEDULES SHALL

INDICATE WORK AND DOWNTIME DURATION FOR EACH PHASE OR PORTION OF THE PROPOSED

WORK. SCHEDULE SHALL BE COORDINATED WITH THE FACILITY'S OPERATIONAL

REQUIREMENTS.

18. COORDINATE ALL PUBLIC ROADWAY CLOSURES WITH THE CONTRACTING OFFICER. PROVIDE

NOTIFICATION OF ROAD CLOSURE TO THE CONTRACTING OFFICER. PROVIDE ALL NECESSARY

TRAFFIC BARRIERS, SIGNAGE AND WARNING LIGHTS AS REQUIRED DURING ROAD CLOSURE.

19. FACILITY ROADWAYS SHALL BE KEPT CLEAR AND ACCESSIBLE AT ALL TIMES DURING

CONSTRUCTION. IF ROAD BLOCKAGE IS REQUIRED, NOTIFY THE FIRE DEPARTMENT.

20. IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OR CONTRACTING OFFICER'S

REPRESENTATIVE IN WRITING OF ANY DISCREPANCIES OR CONDITIONS WHICH PREVENT THE

CONTRACTOR FROM FULFILLING THE TERMS OF THE CONTRACT.

21. NO BURYING OF DEBRIS OR WASTE MATERIAL, EXCEPT FOR MATERIALS WHICH ARE

SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS AS SUITABLE FOR BACKFILL, SHALL

BE PERMITTED.

22. THE MISSION OF THE TSURUMI TERMINAL IS TO SUPPLY YOKOTA AIR BASE WITH JET FUEL

(JP-8) VIA RAIL CARS (PRIMARY MODE OF TRANSPORTATION) AND TANK TRUCK (SECONDARY

MODE). WORK AT THE TERMINAL SHALL NOT COMPROMISE THE ABILITY OF THE FACILITY TO

PERFORM ITS MISSION.

23. THE TSURUMI TERMINAL'S OPERATING UNIT (OU-1) AND OPERATING UNIT 2 (OU-2) ARE

CONSTRUCTED AND OPERATED AS ESSENTIALLY INDEPENDENT FACILITIES. THE RAIL RACK AT

OU-1 IS THE PRIMARY POINT OF JP-8 ISSUE FOR THE FACILITY. BOTH OU-1 AND OU-2 HAVE

TRUCK FILL STANDS WHICH CAN ISSUE JP-8 TO TANK TRUCKS. THE PRIMARY FUNCTION OF

OU-2 IS TO SERVE AS ADDITIONAL STORAGE FOR OU-1. THE TWO OPERATING UNITS ARE TIED

TOGETHER BY TWO 8-INCH INTER-TERMINAL PIPELINES.

24. HOT WORK IS PROHIBITED IN THE CONSTRUCTION AREA DURING FUELING OR FUEL TRANSFER

OPERATIONS.

D E

S C

R I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

C T

F I L E

A M

S I Z

D R

A W

I N

O D

I S

U S

R M

O R

P S

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

OPER:

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

H D

T N

J V

I S

H O

T R

E E

S U

I T

H O

N O

L U

A W

A I I

I S

S U

A T

K I K

U C

H I

S U

B M

I T

T E

F H

I N

F H

I N

C H

E C

K E

D R

A W

K I M

D E

S C

M O

D E

R N

I Z

U E

L I N

H A

R V

A N

K E

A P

A B

L E

T S

U R

U M

O K

O H

A M

J A

P A

DESC1904G-004_Amd01.dwg

6/25/2018 5:05 PM

FILE:

DATE: SCALE:

%PRODUCTION DATA 1%%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

IF SHEET IS LESS THAN 594 X 841 MM

REDUCED PRINT = USE GRAPHIC SCALES

1. FULL PATH AND FILE NAME

2. DATE/TIME THE SHEET WAS PLOTTED

3. NAME OF THE USER WHO PLOTTED THE SHEET

4. PLOT SCALE OF THE SHEET

30%, 60%, 90%, 100%, READY TO ADVERTISE, AS AWARDED, AS-BUILT

NOTE: EXAMPLE STATUS (A/E/C GRAPHIC STANDARD R2.0)NOTE: PRODUCT DATA IS OPTIONAL (A/E/C GRAPHIC STANDARD R2.0)

AEC R6.0 BORDER SHEET

4.00

0.20

KAEDE

4.00

3.00

0.15

KUSUNOKI

7.00

1.50

0.20

43 KAIZUKAIBUKI

2.30

1.50

0.15

KINMOKUSEI

2.30

1.50

0.15

KINMOKUSEI

4.00

6.00

0.60

SOMEIYOSHINO

3.00

2.00

0.40

SOTETSU

2.00

0.15

53 KUROMATSU

5.00

3.00

0.20

KUROMATSU

5.00

4.00

0.30

KUROMATSU

6.00

3.50

2.50

0.30

BIWA

5.00

4.00

0.20

SHIKIMI

2.00

TOBERA

2.00

0.15

TOBERA

4.00

3.00

0.30

BIWA

0.15

4.00

1.20

0.10

BIWA

LIST OF TREES

5.00

0.20

KYOUTHIKUTOU

1.60

0.15

MASAKI

10.00

8.00

0.40

SHIMATONERIKO

4.00

5.00

0.30

3 KARATANEOGATAMA

2.50

3.00

0.20

HAKONEUTSUGI

5.00

1.00

0.15

SYURO

4.00

5.00

0.30

KIRI

3.00

PIRAKANSA

2.00

0.20

ISUNOKI

1.80

0.15

ISUNOKI

0.25

6.00

1.00

0.05

NEZUMIMOCHI

5.00

3.00

0.40

SOMEIYOSHINO

9.00

7.00

0.60

MUKUNOKI

1.60

1.80

0.15

13 ISUNOKI

4.00

0.20

SHIMATONERIKO

5.00

4.00

0.30

MOKKOKU

5.00

6.00

0.60

NEZUMIMOCHI

5.00

4.00

NEZUMIMOCHI

7.00

9.00

0.30

TABUNOKI

8.00

4.00

0.20

MUKUNOKI

0.40

2.80

7.00

0.50

SOMEIYOSHINO

6.00

4.00

0.50

SOMEIYOSHINO

8.00

4.00

0.30

HANAMIZUKI

7.00

3.00

0.20

23 HANAMIZUKI

7.00

3.00

0.25

IBUKI

7.00

3.00

0.25

IBUKI

4.00

1.00

0.10

IBUKI

7.00

3.00

IBUKI

12.00

4.00

0.40

SYARINBAI

3.50

2.50

0.20

URINOKI

0.25

7.00

0.60

SOMEIYOSHINO

10.00

7.00

0.50

KUROMATSU

8.00

4.00

0.60

SOMEIYOSHINO

3.00

2.00

0.10

33 SOMEIYOSHINO

3.00

0.20

TAMUSHIBA

4.00

2.00

0.30

SOMEIYOSHINO

10.00

7.00

0.60

MATEBASHII

8.00

5.00

ISUNOKI

7.00

4.00

0.30

KUROMATSU

10.00

8.00

0.50

KUROMATSU

0.40

8.00

NOTES:

1. UNITS IN METERS.

2. LIST OF TREES FOR

INFORMATIONAL

PURPOSES ONLY.

BEST MANAGEMENT PRACTICE (BMP) NOTES:

1. CONTAMINATED SOIL RETURNED TO THE SAME SITE SHALL BE COVERED BY A MINIMUM OF

0.61-METER LAYER OF CLEAN FILL.

2. PLACE SOIL STOCKPILES IN CLOSE PROXIMITY TO THE EXCAVATION SITE. STOCKPILES SHALL

BE COVERED WITH A PLASTIC TARP OR OTHER IMPERVIOUS LAYER TO PREVENT LEACHING.

3. IF A SOIL STOCKPILE NEEDS TO BE MOVED OR PLACED AWAY FROM THE EXCAVATION SITE, AN

IMPERVIOUS LAYER SHALL BE PLACED BELOW AND ABOVE THE STOCKPILE TO PREVENT

LEACHING.

4. THERE WILL BE NO SOIL DISPOSAL AT THE INSTALLATION; EXCESS SOIL SHALL BE TESTED AND

DISPOSED OFFSITE.

5. IF GROUNDWATER LEVELS INCREASE DURING EXCAVATION DUE TO TIDAL FLUCTUATIONS,

GROUNDWATER SHALL BE TREATED BY AN OIL/WATER SEPARATOR.

6. CONTAMINATED SOIL HAS BEEN ENCAPSULATED IN A BELOW GRADE CONCRETE STRUCTURE.

AVOID EXCAVATION IN THIS AREA. AREA IS SHOW ON SHEET G-005.

GENERAL PHASING NOTES:

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DEVELOP WORK PLANS FOR PHASING OF ALL

REQUIRED WORK AND TO WORK WITHIN THE IDENTIFIED RESTRICTIONS. THE WORK PLAN

MUST ENSURE THAT TSURUMI TERMINAL OPERATIONS ARE NOT IMPACTED BY THE

CONTRACTOR'S ACTIVITIES WITH THE EXCEPTIONS OF APPROVED SERVICE OUTAGES AND

PIPE CONNECTION INTERRUPTIONS. THE CONTRACTOR MUST VERIFY THE FEASIBILITY OF THE

PROPOSED CONSTRUCTION SEQUENCE.

2. ALL WORK MUST BE COORDINATED WITH FACILITY PERSONNEL DAILY.

3. THE FACILITY WILL CONTINUE FUELING OPERATIONS IN THE CONSTRUCTION AREA EXCEPT

DURING PLANNED OUTAGES. THE CONTRACTOR MUST GIVE RIGHT OF WAY TO ALL MISSION

CRITICAL FUELING OPERATIONS.

4. A WRITTEN ADVANCE NOTICE MUST BE PROVIDED TO THE CONTRACTING OFFICER PRIOR TO

ANY SERVICE INTERRUPTIONS. THE EXACT TIME AND DAY AND DURATION OF THE REQUESTED

SERVICE INTERRUPTIONS WILL BE COORDINATED WITH THE CONTRACTOR UPON SUBMISSION

OF THE REQUEST. NUMBER AND LENGTH OF ALL SERVICE OUTAGES MUST BE MINIMIZED TO

THE GREATEST EXTENT POSSIBLE.

5. PLANNED SERVICE OUTAGE REQUIREMENTS SHALL BE AS FOLLOWS:

A. A SERVICE OUTAGE SHALL BE DEFINED AS AN INTERRUPTION IN THE ABILITY FOR THE

FACILITY TO ISSUE FUEL FROM AT LEAST ONE STORAGE TANK TO ANY OF THE FOLLOWING:

THE OU-1 RAIL RACK, OU-1 TRUCK FILL STAND, OU-2 TRUCK FILL STAND, OR RECEIVE FROM

OU-1 PIER 111. AN INTERRUPTION IN THE ABILITY TO TRANSFER FUEL BETWEEN THE TWO

OPERATING UNITS SHALL ALSO BE CONSIDERED SERVICE OUTAGE.

B. PLANNED SERVICE OUTAGES AT EITHER OU-1 OR OU-2 SHALL BE COORDINATED WITH THE

FACILITY.

6. FOR SPECIFIC PHASED CONSTRUCTION REQUIREMENTS, SEE SHEETS M-002 AND M-003.

7. THE CONTRACTOR MUST PROVIDE A TEMPORARY INTER-TERMINAL PIPELINE CONNECTING

OU-1 AND OU-2. SEE SHEET M-111 FOR PROPOSED LAYOUT OF TEMPORARY PIPELINE.

ENVIRONMENTAL NOTES:

1. TAKE ALL PRECAUTIONS TO MINIMIZE ENVIRONMENTAL POLLUTION AND DAMAGE THAT MAY

OCCUR AS A RESULT OF CONSTRUCTION OPERATIONS AND SHALL PERFORM THE WORK IN

COMPLIANCE WITH ALL APPLICABLE JEGS ENVIRONMENTAL AND LOCAL LAWS AND

REGULATIONS.

2. DURING EXECUTION OF THE WORK, THE CONTRACTOR IS REQUIRED TO INSTALL AND MAINTAIN

REQUIRED SEDIMENTATION AND EROSION CONTROL MEASURES TO PROTECT ADJACENT

WATERWAYS, STREETS AND PROPERTIES. MEASURES INCLUDE BUT ARE NOT LIMITED TO

TEMPORARY BERMS, HAY BALES, SILT FENCES, CONTAINMENT BOOMS AND TURBIDITY

CURTAINS IN ACCORDANCE WITH LOCAL REGULATORY REQUIREMENTS.

3. ALL CONSTRUCTION DEBRIS OR OTHER MATERIALS DURING DEMOLITION OR INSTALLATION

SHALL BE CAPTURED AND PREVENTED FROM ENTERING THE OPEN WATERWAY. AT A MINIMUM,

PREVENTATIVE MEASURES SHALL INCLUDE THE USE OF FLOATING BOOMS WITH SUSPENDED

SILT/TURBIDITY CURTAINS.

4. LEAD BASED PAINT HAS BEEN DETECTED. REFER TO 2016 HAZARDOUS MATERIAL SURVEY

INCLUDED IN "FINAL ENVIRONMENTAL REPORT TSURUMI FUEL TERMINAL OU-1 FLEET

LOGISTICS CENTER YOKOSUKA, JAPAN" BY EA ENGINEERING, SCIENCE, AND TECHNOLOGY INC.

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY AND ENVIRONMENTAL

PRECAUTIONS IN HANDLING AND DISPOSING OF PIPING WITH LEAD BASED COATINGS IN

ACCORDANCE WITH ALL FEDERAL AND LOCAL REGULATIONS.

B. PIPING REQUIRING REMOVAL OF EXISTING COATINGS SHALL BE TESTED FOR LEAD.

SURFACE PREPARATION OF PIPING SHALL BE HANDLED ACCORDINGLY.

C. PROVIDE PROPER CONTAINMENT TO CAPTURE ALL PARTICULATES WHEN BLASTING OR

REMOVING COATINGS WHICH HAVE BEEN IDENTIFIED AS CONTAINING LEAD.

D. PROPERLY SAMPLE, ANALYZE, LABEL, STORE AND DISPOSE OF ALL MATERIALS WITH

LEAD-CONTAINING COATINGS.

5. SOILS AT THE SITE ARE CONSIDERED CONTAMINATED. CONTRACTOR TO DISPOSE OF ALL SOIL

REQUIRING REMOVAL FROM THE SITE AT AN APPROVED DISPOSAL SITE.

DEMOLITION AND DISPOSAL NOTES:

1. DO NOT BEGIN DEMOLITION OR REMOVALS UNTIL AUTHORIZATION IS RECEIVED FROM THE

CONTRACTING OFFICER.

2. COMPLY WITH FEDERAL AND LOCAL HAULING AND DISPOSAL REGULATIONS.

3. ALL WASTE GENERATED FROM DEMOLITION OR CONSTRUCTION ACTIVITIES SHALL BE

PROPERLY COLLECTED, STORED, LABELED, MARKED, SAMPLED AND ANALYZED FOR

APPROPRIATE DISPOSAL.

4. TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGE TO EXISTING ITEMS TO REMAIN IN PLACE, TO BE REUSED, OR TO REMAIN THE PROPERTY OF THE GOVERNMENT. REPAIR OR REPLACE

DAMAGED ITEMS AS APPROVED BY THE CONTRACTING OFFICER. CONSTRUCT AND MAINTAIN

SHORING, BRACING AND SUPPORTS AS REQUIRED. ENSURE THAT STRUCTURAL ELEMENTS

ARE NOT OVERLOADED.

5. CAREFULLY DISMANTLE PIPING THAT PREVIOUSLY CONTAINED FUEL, OR OTHER DANGEROUS

FLUID, WITH PRECAUTIONS TAKEN TO PREVENT INJURY TO PERSONS AND PROPERTY. CLEAN

PIPING BY SWABBING.

6. PROVIDE APPROPRIATE SPILL CONTAINMENT AND SPILL RESPONSE/CLEAN-UP MATERIALS.

PROVIDE PROPER CATCHMENT/CONTAINTMENT WHEN DISMANTLING PIPING TO PREVENT ANY

SPILLS OR RELEASE OF FUEL.

7. ASSUME EXISTING FLANGE GASKETS CONTAIN ASBESTOS. TEST GASKETS FOR ASBESTOS.

COLLECT ASEBSTOS-CONTAINING GASKETS INTO PROPER PACKAGING. LABEL AND DISPOSE

OF APPROPRIATELY.

8. ALL DEBRIS AND WASTE MATERIAL, INCLUDING HAZARDOUS WASTE MATERIAL, SHALL BE

DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH LOCAL DISPOSAL REGULATIONS.

9. REMOVE ENTIRE FEATURE WHERE IT INTERFERES WITH NEW WORK. FOR FEATURES NOT

DEMOLISHED IN THEIR ENTIRETY, AS-BUILT RECORDS SHOULD REFLECT LOCATION IN WHICH

THE FEATURE REMAINS IN-PLACE.

10. FOR FEATURES THAT DO NOT INTERFERE WITH NEW WORK, REMOVE ENTIRE FEATURE UP TO A

MAXIMUM DEPTH OF 2 METERS BELOW SURFACE. AS-BUILT RECORDS SHOULD REFLECT THE

APPROXIMATE DEPTH OF THE FEATURE THAT IS STILL REMAINING IN-PLACE.

11. REMOVE LIGHT POLES IN THEIR ENTIRETY. ASSUME DEPTH OF LIGHT POLE MATCHES DEPTH

OF PROPOSED LIGHT POLES.

R E

V I S

H A

S I N

O T

D D

O L I T

I O

O T

J U

(AM-0003)

For Inf orm ati on nly

S D x

D x

S D x

X X

XXX

XXXXX

X X

XXXXXX

X X

F F F F F

F F F

FFF

F F

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

W x

W x W x W x W x

W x

W xWxWxW x

W x

W xWxW x

W x

W xWxWxW x

W x

W xWxW x

W x

W xWxWxW x

W x

4200187

3.75

3.50

4200188

4200186

4200185

3.50

3.75

BENCHMARK 406

SURVEY PIN

ELEV = 3.319m

BENCHMARK 405

SURVEY PIN

ELEV = 3.377m

BENCHMARK 402

SURVEY PIN

ELEV = 3.553m

BENCHMARK 403

SURVEY PIN

ELEV = 3.859m

MONUMENT TSU-202

BRASS DISK

ELEV = 3.334m

MONUMENT TSU-203

BRASS DISK

ELEV = 3.671m

BENCHMARK BM.1

SURVEY PIN

ELEV = 2.921m

BENCHMARK BM

SURVEY PIN

ELEV = 3.226m

SEE SHEET C-106 FOR

CIVIL SITE LAYOUT AND

UTILITY PLOT PLAN 1

SEE SHEET C-107 FOR

CIVIL SITE LAYOUT AND

UTILITY PLOT PLAN 2

SEE SHEET C-108 FOR

CIVIL SITE LAYOUT AND

UTILITY PLOT PLAN 3

TIE: 245° 55' 10"

5.353 (MONUMENT

TSU-202 TO NE

CORNER OF BOOM

REEL CONC PAD)

TIE: 94° 31' 10"

12.408 (BENCHMARK 407

TO NW CORNER OF

BOOM REEL CONC PAD)

BENCHMARK 407

SURVEY PIN

ELEV = 3.653m

61° 56' 44"

6.111 (NW CORNER OF

CONC PAD TO NE

CORNER)

151° 56' 44"

4.949 (NE CORNER OF CONC

PAD TO SE CORNER)

TIE: 193° 28' 52"

10.164 (BENCHMARK 405

TO NW CORNER OF

WHARF RAMP AND SLAB)

151° 56' 44"

6.000 (NE CORNER

OF CONC PAD TO

SE CORNER)

241° 56' 44"

6.111 (SE CORNER

OF CONC PAD TO

SW CORNER)

TIE: 171° 16' 39"

15.199 (BENCHMARK 402

TO BEGIN B CONC

UTILITY TRENCH)

TIE: 164° 49' 14"

5.503 (BENCHMARK 405

TO END B CONC UTILITY

TRENCH)

151° 56' 44"

10.133 (NW CORNER

OF WHARF RAMP AND

SLAB TO SW CORNER)

61° 56' 44"

6.964 (INNER CORNER OF

WHARF RAMP AND SLAB TO NE

CORNER)

61° 56' 44"

13.594 (FROM

BEGIN B CONC

UTILITY TRENCH

TO PI)

151° 56' 44"

10.704 (PI TO PI)

61° 56' 44"

57.106 (PI TO PI)

331° 56' 44"

19.965 (PI TO PI)

61° 56' 44"

1.871 (PI TO END B

CONC UTILITY TRENCH)

TIE: 168° 23' 37"

4.172 (MONUMENT

TSU-202 TO BOLLARD)

B-4

B-1

B-2

B-3

66° 23' 36"

6.832 (BENCHMARK

405 TO NW SUMP

CORNER)

EXST O/W SEPARATOR

1.500m

7.440m

10.017m m

61° 56' 44"

10.600 (SW CORNER OF

WHARF RAMP AND SLAB

TO SE CORNER)

331° 56' 44"

1.895 (SE CORNER OF WHARF RAMP

AND SLAB TO INNER CORNER)

331° 56' 44"

8.238 (NE CORNER OF WHARF RAMP

AND SLAB TO NORTH CORNER)

241° 56' 44"

17.564 (NORTH CORNER OF WHARF

RAMP AND SLAB TO NW CORNER)

D75

BENCHMARK 404

SURVEY PIN

ELEV = 3.331m

D E

S C

R I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I

S I Z

D R

A W

I N

O D

I S

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

OPER:

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

H D

T N

J V

I S

H O

T R

E E

S U

I T

H O

N O

L U

A W

A I I

I S

S U

A T

K I K

U C

H I

S U

B M

I T

T E

F H

I N

F H

I N

C H

E C

K E

D R

A W

K I M

D E

S C

M O

D E

R N

L I N

H A

R V

K E

A P

A B

L E

T S

U R

U M

O K

O H

A M

J A

P A

DESC1904C-105_Amd01.dwg

6/25/2018 5:05 PM

FILE:

DATE: SCALE:

IF SHEET IS LESS THAN 594 X 841 MM

REDUCED PRINT = USE GRAPHIC SCALES

U.S. ARMY CORPS OF ENGINEERS

DISTRICT NAME

STREET ADDRESS

CITY, STATE ZIP

1. FULL PATH AND FILE NAME

2. DATE/TIME THE SHEET WAS PLOTTED

3. NAME OF THE USER WHO PLOTTED THE SHEET

4. PLOT SCALE OF THE SHEET

CAMP ZAMA, JAPAN

DINING FACILITY

PNXXXXXX FYXX XXXXXX

PROJECT/CONTRACT IDENTIFIER 4

REFLECTED CEILING PLAN

1ST FLOOR

ZONE 3 OR AREA B

BLDG 1 OR BLDG 703

A-101 OR AD101

30%, 60%, 90%, 100%, READY TO ADVERTISE, AS AWARDED, AS-BUILT

NOTE: DRAWING CODE PROVIDED BY POJ TECHNICAL SERVICES SECTION (CEPOJ-ED-ET)

OR OAO DESIGN SERVICES SECTION (CEPOJ-ED-OD)

NOTE: REPLACE 'ENGINEERING DIVISION' WITH THE FOLLOWING

WHEN DESIGNED BY OTHER DISTRICT OFFICE

NOTE: EXAMPLE PROJECT IDENTIFICATION (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE SHEET TITLE (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE SHEET ID AND BLDG ID (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE STATUS (A/E/C GRAPHIC STANDARD R2.0)NOTE: PRODUCT DATA IS OPTIONAL (A/E/C GRAPHIC STANDARD R2.0)

XF-XXX-XX-XXXX

AF-XXX-XX-XXXX

F-XXX-XX-XXXX

4 REVISED IN ACCORDANCE WITH AMDT 0004 OCT 2014

NOTE: EXAMPLE FOR REVISION (ISSUE) BLOCK

**START FROM THE BOTTOM LINE FIRST**

A SEP 2013

1 REVISED TO SHOW AS-BUILT CONDITIONS JUN 2015

1 FEB 2016

GENERAL REVISIONS MOD A

REVISED IN ACCORDANCE WITH AMDT 0001 - WDG*

* INITIALS OF THE DESIGNER WHO MADE THE REVISION MAY BE PROVIDED

U.S. ARMY CORPS OF ENGINEERS

JAPAN DISTRICT

OKINAWA AREA OFFICE

APO AP 96374-5132

AEC R6.0 BORDER SHEET

C-105

C I V

A Y

O U

I L

I T

E N

E R

D E

S C

A m d d w g

OPER: CDK

DESC1904C-105_Amd01.dwg

SCALE: NTS

CIVIL SITE LAYOUT AND GENERAL UTILITY PLAN

SCALE: 1:250 10m0 5

NOTES:

1. SEE SHEETS G-009 AND G-010

FOR GEOTECHNICAL BORING

LOGS.

2. SEE SHEET G-011 FOR SEDIMENT

SAMPLING TESTING RESULTS.

3. SEE SHEETS C-109, C-110 AND

C-111 FOR GRADING PLOT

PLANS.

4. SEE ELEC SHEETS AND DETAIL

FOR ELEC DUCT CROSSING

UNDER UTILITY TRENCH.

LEGEND:

GEOTECHNICAL BORING

GEOTECHNICAL AND

SEDIMENT SAMPLING BORING

R E

M O

V E

A T

H O

R O

T E

C T

I O

T A

T I O

J U

C-501

(AM-0003)

For Inf orm ati on x

S D x

TIDE RISER, SEE

SHEET S-537

BENCHMARK 406

SURVEY PIN

ELEV = 3.319m

BENCHMARK BM.1

SURVEY PIN

ELEV = 2.921m

BENCHMARK BM

SURVEY PIN

ELEV = 3.226m

BOLLARD, SEE

SHEET S-517

STEEL PLATFORM,

SEE SHEET S-511

MOORING DOLPHIN,

SEE SHEET S-203

METAL GRATE WALKWAY,

SEE SHEET S-525

SDA MIX TANK,

SEE SHEET M-502

BOLLARD, TYP OF 2,

SEE SHEET S-515

WHARF STRUCTURE,

SEE SHEET S-203

MARINE LOADING ARM, TYP

OF 2, SEE SHEET M-103

WHARF RAMP

AND SLAB, SEE

SHEET S-203

EXST FIRE FOAM

MONITOR, TYP OF 2

EXST CONC PAD

FLOOD LIGHT

POLE, TYP OF 3,

SEE SHEET E-505

KEIHIN CANAL

40mm WATER PIPING

W40

200mm FUEL PIPING, SEE SHEET M-102

FIRE PROTECTION FOAM AND WATER

PIPING, TYP, SEE SHEET FX101

B-2

B-3

B-1

EXST PILE, TYP

REPAIR TOP OF CONC

SEAWALL AS REQUIRED

SEAWALL GAP AND SINKHOLE

REPAIR, SEE SHEET S-602

PIPE CROSSOVER CATWALK,

SEE SHEET S-513

TIE: 158° 25' 43"

8.084 (BENCHMARK 406

TO CORNER MOORING

DOLPHIN RAMP)

CONC UTILITY

TRENCH OPENING

TIE: 144° 56' 31"

11.512 (BENCHMARK

406 TO NW CORNER

OF TIDE RISER)

SHEET PILE WALL,

SEE SHEET S-531

DRAIN LINE "B" DISCHARGE,

SEE DETAIL

AIR STRIPPING PUMP

AND CONC PAD, TYP OF 2,

SEE SHEET M-103

MOORING DOLPHIN

RAMP, SEE SHEET S-522

241° 56' 44"

29.263 (BEGIN DRAIN LINE "A"

TO STA 0+029.263 )

FENDER, TYP,

SEE SHEET S-518

PIPE CROSSOVER CATWALK,

SEE SHEET S-514

C-504

WHARF TEST

STATION, SEE DETAIL

C-510

MOORING DOLPHIN TEST

STATION, SEE DETAIL

C-510

7.47m± m m

CATHODIC PROTECTION

TEST STATION, SEE DETAIL 2

C-511 m

2.33m±

W x

W x W x

W x

W xWxW x

W x

KEIHIN CANAL

BENCHMARK 405

SURVEY PIN

ELEV = 3.377m

CONC UTILITY TRENCH WITH GRATING,

SEE SHEET S-541 AND DETAIL

D E

S C

R I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I

S I Z

D R

A W

I N

O D

I S

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

OPER:

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

H D

T N

J V

I S

H O

T R

E E

S U

I T

H O

N O

L U

A W

A I I

I S

S U

A T

K I K

U C

H I

S U

B M

I T

T E

F H

I N

F H

I N

C H

E C

K E

D R

A W

K I M

D E

S C

M O

D E

R N

L I N

H A

R V

K E

A P

A B

L E

T S

U R

U M

O K

O H

A M

J A

P A

DESC1904C-106-108_Amd01.dwg

6/25/2018 5:05 PM

FILE:

DATE: SCALE:

IF SHEET IS LESS THAN 594 X 841 MM

REDUCED PRINT = USE GRAPHIC SCALES

U.S. ARMY CORPS OF ENGINEERS

DISTRICT NAME

STREET ADDRESS

CITY, STATE ZIP

1. FULL PATH AND FILE NAME

2. DATE/TIME THE SHEET WAS PLOTTED

3. NAME OF THE USER WHO PLOTTED THE SHEET

4. PLOT SCALE OF THE SHEET

CAMP ZAMA, JAPAN

DINING FACILITY

PNXXXXXX FYXX XXXXXX

PROJECT/CONTRACT IDENTIFIER 4

REFLECTED CEILING PLAN

1ST FLOOR

ZONE 3 OR AREA B

BLDG 1 OR BLDG 703

A-101 OR AD101

30%, 60%, 90%, 100%, READY TO ADVERTISE, AS AWARDED, AS-BUILT

NOTE: DRAWING CODE PROVIDED BY POJ TECHNICAL SERVICES SECTION (CEPOJ-ED-ET)

OR OAO DESIGN SERVICES SECTION (CEPOJ-ED-OD)

NOTE: REPLACE 'ENGINEERING DIVISION' WITH THE FOLLOWING

WHEN DESIGNED BY OTHER DISTRICT OFFICE

NOTE: EXAMPLE PROJECT IDENTIFICATION (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE SHEET TITLE (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE SHEET ID AND BLDG ID (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE STATUS (A/E/C GRAPHIC STANDARD R2.0)NOTE: PRODUCT DATA IS OPTIONAL (A/E/C GRAPHIC STANDARD R2.0)

XF-XXX-XX-XXXX

AF-XXX-XX-XXXX

F-XXX-XX-XXXX

4 REVISED IN ACCORDANCE WITH AMDT 0004 OCT 2014

NOTE: EXAMPLE FOR REVISION (ISSUE) BLOCK

**START FROM THE BOTTOM LINE FIRST**

A SEP 2013

1 REVISED TO SHOW AS-BUILT CONDITIONS JUN 2015

1 FEB 2016

GENERAL REVISIONS MOD A

REVISED IN ACCORDANCE WITH AMDT 0001 - WDG*

* INITIALS OF THE DESIGNER WHO MADE THE REVISION MAY BE PROVIDED

U.S. ARMY CORPS OF ENGINEERS

JAPAN DISTRICT

OKINAWA AREA OFFICE

APO AP 96374-5132

AEC R6.0 BORDER SHEET

C-107

C I V

A Y

O U

I L

I T

L O

L A

D E

S C

A m d d w g

OPER: CDK

DESC1904C-106-108_Amd01.dwg

SCALE: NTS

M A

T C

L I N

H E

MATCH LINE

(SEE SHEET C-108)

KEY PLAN

SCALE: NTS

CIVIL SITE LAYOUT AND UTILITY PLOT PLAN 2

4m0 2

SCALE: 1:100

NOTES:

1. SEE SHEETS G-009 AND

G-010 FOR GEOTECHNICAL

BORING LOGS.

2. SEE SHEET G-011 FOR

SEDIMENT SAMPLING

TESTING RESULTS.

LEGEND:

GEOTECHNICAL BORING

GEOTECHNICAL AND

SEDIMENT SAMPLING BORING

SEE SHEET C-401 FOR CIVIL

SITE LAYOUT AND UTILITY

DETAIL PLAN 1

D75

BEGIN DRAIN LINE "A"

TIE: 77° 19' 15"

7.127 (BENCHMARK 405 TO

BEGIN DRAIN LINE "A")

SUMP PUMP

C-501

E D

I T

T I L

I T

R E

N C

A L

L O

U T

J U

(AM-0003)

For Inf orm ati on x

S D x

X X

XXXX

XXX

X X

XXX

3.75

BOOM REEL

ON CONC PAD

MONUMENT TSU-203

BRASS DISK

ELEV = 3.671m

TIDE RISER, SEE

SHEET S-538

SEAWALL, SEE

SHEET S-535

EXST 200mm FUEL PIPING

EXST CONC PAD

FLOOD LIGHT POLE, TYP

OF 2, SEE SHEET E-505

EXST FENCE

EXST PIPE

SUPPORTS, TYP

CONC UTILITY TRENCH WITH

GRATING, SEE SHEET S-541

BENCHMARK 407

SURVEY PIN

ELEV = 3.653m

EXST GATE

200mm FUEL PIPING, SEE SHEET M-104

TIE: 155° 28' 45"

12.705 (MONUMENT

TSU-203 TO NW

CORNER OF TIDE RISER)

EXST BOLLARD

EXST

BOLLARD

CATHODIC

PROTECTION TEST

STATION, SEE DETAIL

C-511

XXXXX

TIE: 152° 31' 16"

16.741 (BENCHMARK

407 TO TEST STATION)

SHEET PILE WALL,

SEE SHEET S-531

CHAIN LINK FENCE,

SEE DETAIL

C-507

W x

W x W x W x W x

W x

W xWxW x

W x

KEIHIN CANAL

D E

S C

R I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I

S I Z

D R

A W

I N

O D

I S

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

OPER:

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

H D

T N

J V

I S

H O

T R

E E

S U

I T

H O

N O

L U

A W

A I I

I S

S U

A T

K I K

U C

H I

S U

B M

I T

T E

F H

I N

F H

I N

C H

E C

K E

D R

A W

K I M

D E

S C

M O

D E

R N

L I N

H A

R V

K E

A P

A B

L E

T S

U R

U M

O K

O H

A M

J A

P A

DESC1904C-106-108_Amd01.dwg

6/25/2018 5:05 PM

FILE:

DATE: SCALE:

IF SHEET IS LESS THAN 594 X 841 MM

REDUCED PRINT = USE GRAPHIC SCALES

U.S. ARMY CORPS OF ENGINEERS

DISTRICT NAME

STREET ADDRESS

CITY, STATE ZIP

1. FULL PATH AND FILE NAME

2. DATE/TIME THE SHEET WAS PLOTTED

3. NAME OF THE USER WHO PLOTTED THE SHEET

4. PLOT SCALE OF THE SHEET

CAMP ZAMA, JAPAN

DINING FACILITY

PNXXXXXX FYXX XXXXXX

PROJECT/CONTRACT IDENTIFIER 4

REFLECTED CEILING PLAN

1ST FLOOR

ZONE 3 OR AREA B

BLDG 1 OR BLDG 703

A-101 OR AD101

30%, 60%, 90%, 100%, READY TO ADVERTISE, AS AWARDED, AS-BUILT

NOTE: DRAWING CODE PROVIDED BY POJ TECHNICAL SERVICES SECTION (CEPOJ-ED-ET)

OR OAO DESIGN SERVICES SECTION (CEPOJ-ED-OD)

NOTE: REPLACE 'ENGINEERING DIVISION' WITH THE FOLLOWING

WHEN DESIGNED BY OTHER DISTRICT OFFICE

NOTE: EXAMPLE PROJECT IDENTIFICATION (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE SHEET TITLE (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE SHEET ID AND BLDG ID (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE STATUS (A/E/C GRAPHIC STANDARD R2.0)NOTE: PRODUCT DATA IS OPTIONAL (A/E/C GRAPHIC STANDARD R2.0)

XF-XXX-XX-XXXX

AF-XXX-XX-XXXX

F-XXX-XX-XXXX

4 REVISED IN ACCORDANCE WITH AMDT 0004 OCT 2014

NOTE: EXAMPLE FOR REVISION (ISSUE) BLOCK

**START FROM THE BOTTOM LINE FIRST**

A SEP 2013

1 REVISED TO SHOW AS-BUILT CONDITIONS JUN 2015

1 FEB 2016

GENERAL REVISIONS MOD A

REVISED IN ACCORDANCE WITH AMDT 0001 - WDG*

* INITIALS OF THE DESIGNER WHO MADE THE REVISION MAY BE PROVIDED

U.S. ARMY CORPS OF ENGINEERS

JAPAN DISTRICT

OKINAWA AREA OFFICE

APO AP 96374-5132

AEC R6.0 BORDER SHEET

C-108

C I V

A Y

O U

I L

I T

L O

L A

D E

S C

A m d d w g

OPER: CDK

DESC1904C-106-108_Amd01.dwg

SCALE: NTS

MATCH LINE

(SEE SHEET C-107)

KEY PLAN

SCALE: NTS

CIVIL SITE LAYOUT AND UTILITY PLOT PLAN 3

4m0 2

SCALE: 1:100

R E

M O

V E

A T

H O

T E

C T

I O

E S

T A

T I O

L O

U T

J U

(AM-0003)

For Inf orm ati on x

S D x

X X

XXXX

XXX

X X

XXX

3.75

XXXXX

EXST 200mm

FUEL PIPING

EXST CONC PAD

EXST FENCE

EXST PIPE

SUPPORTS, TYP

EXST GATE

EXST BOLLARD

4.15± TOP, ME

2.904 INV

2.891 INV

2.904 INV

4.15± TOP, ME

2.891 INV

FLOOD LIGHT

POLE, TYP OF 2,

SEE ELEC DWGS

3.420 TC

3.370 FG, ME

3.370 TC

3.420 FG

BOOM REEL ON

CONC PAD

3.200 FG, ME

3.360 FG, ME

200mm FUEL PIPING, SEE MECH DWGS

SHEET PILE WALL,

SEE STRUCT DWGS

CONC UTILITY TRENCH WITH

GRATING, SEE STRUCT DWGS

TIDE RISER, SEE

STRUCT DWGS

MONUMENT TSU-203

BRASS DISK

ELEV = 3.671m

BENCHMARK 407

SURVEY PIN

ELEV = 3.653m

3.420 FG

3.420 TC

3.370 TC

3.370 FG, ME

3.450 FG

3.430 FG

CATHODIC PROTECTION

TEST STATION

W x

W x W x W x W x

W x

W xWxW x

W x

D E

S C

R I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I

S I Z

D R

A W

I N

O D

I S

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

OPER:

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

H D

T N

J V

I S

H O

T R

E E

S U

I T

H O

N O

L U

A W

A I I

I S

S U

A T

K I K

U C

H I

S U

B M

I T

T E

F H

I N

F H

I N

C H

E C

K E

D R

A W

K I M

D E

S C

M O

D E

R N

L I N

H A

R V

K E

A P

A B

L E

T S

U R

U M

O K

O H

A M

J A

P A

DESC1904C-109-111_Amd01.dwg

6/25/2018 5:05 PM

FILE:

DATE: SCALE:

IF SHEET IS LESS THAN 594 X 841 MM

REDUCED PRINT = USE GRAPHIC SCALES

U.S. ARMY CORPS OF ENGINEERS

DISTRICT NAME

STREET ADDRESS

CITY, STATE ZIP

1. FULL PATH AND FILE NAME

2. DATE/TIME THE SHEET WAS PLOTTED

3. NAME OF THE USER WHO PLOTTED THE SHEET

4. PLOT SCALE OF THE SHEET

CAMP ZAMA, JAPAN

DINING FACILITY

PNXXXXXX FYXX XXXXXX

PROJECT/CONTRACT IDENTIFIER 4

REFLECTED CEILING PLAN

1ST FLOOR

ZONE 3 OR AREA B

BLDG 1 OR BLDG 703

A-101 OR AD101

30%, 60%, 90%, 100%, READY TO ADVERTISE, AS AWARDED, AS-BUILT

NOTE: DRAWING CODE PROVIDED BY POJ TECHNICAL SERVICES SECTION (CEPOJ-ED-ET)

OR OAO DESIGN SERVICES SECTION (CEPOJ-ED-OD)

NOTE: REPLACE 'ENGINEERING DIVISION' WITH THE FOLLOWING

WHEN DESIGNED BY OTHER DISTRICT OFFICE

NOTE: EXAMPLE PROJECT IDENTIFICATION (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE SHEET TITLE (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE SHEET ID AND BLDG ID (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE STATUS (A/E/C GRAPHIC STANDARD R2.0)NOTE: PRODUCT DATA IS OPTIONAL (A/E/C GRAPHIC STANDARD R2.0)

XF-XXX-XX-XXXX

AF-XXX-XX-XXXX

F-XXX-XX-XXXX

4 REVISED IN ACCORDANCE WITH AMDT 0004 OCT 2014

NOTE: EXAMPLE FOR REVISION (ISSUE) BLOCK

**START FROM THE BOTTOM LINE FIRST**

A SEP 2013

1 REVISED TO SHOW AS-BUILT CONDITIONS JUN 2015

1 FEB 2016

GENERAL REVISIONS MOD A

REVISED IN ACCORDANCE WITH AMDT 0001 - WDG*

* INITIALS OF THE DESIGNER WHO MADE THE REVISION MAY BE PROVIDED

U.S. ARMY CORPS OF ENGINEERS

JAPAN DISTRICT

OKINAWA AREA OFFICE

APO AP 96374-5132

AEC R6.0 BORDER SHEET

C-111

C I V

D I N

L O

L A

D E

S C

A m d d w g

OPER: CDK

DESC1904C-109-111_Amd01.dwg

SCALE: NTS

MATCH LINE

(SEE SHEET C-107)

KEY PLAN

SCALE: NTS

CIVIL GRADING PLOT PLAN 3

4m0 2

SCALE: 1:100

LEGEND:

TOP OF TRENCH WALL ELEV

FINISHED GRADE ELEV

TRENCH INV ELEV

MATCH EXST ELEV

TOP OF CONC ELEV

FLOW DIRECTION

3.500 TOP

3.500 FG

3.500 INV

3.500 ME

3.500 TC

R E

M O

V E

A T

H O

T E

C T

I O

T A

T I O

D D

L O

U T

J U

(AM-0003)

For Inf orm ati on

75mm MIN ASPHALT CONCRETE OR

MATCH EXST, WHICHEVER IS GREATER

200mm AGGREGATE BASE COURSE OR

MATCH EXST, WHICHEVER IS GREATER

300mm SUBBASE COURSE OR MATCH

EXST, WHICHEVER IS GREATER

EXST BASE COURSE

EXST SUBBASE COURSE

MIN

SAWCUT THROUGH EXST AC

PAVEMENT TO A DEPTH EQUAL TO

EXST THICKNESS OF AC PAVEMENT

TACKCOAT

EXST AC PAVEMENT

COMPACTED SUBGRADE

PRIME COAT

75mm DRAIN PUMP PIPE

40mm WATER PIPE

200mm FIRE PROTECTION

FOAM PIPING

150mm FIRE PROTECTION

WATER PIPING

TRENCH GRATING

FIRE PROTECTION PIPE SUPPORT,

SEE FIRE PROTECTION DWGS

FUEL PIPE SUPPORT,

SEE MECH DWGS

PIPE SUPPORT,

SEE DETAIL

EXST GROUND

200mm FUEL

PIPING, TYP OF 2

X X

CONC FOOTING

EXST GROUND

DIA

AC PAVEMENT

150 x 150 - MW19 x MW19

WELDED WIRE FABRIC, TYP

TRENCH GRATING

ELEC DUCT

CONC UTILITY

TRENCH

ELEC CONDUIT, TYP

MINIMUM 150mm

THICK AGGREGATE

BASE FOUNDATION

EXST GROUND

MINIMUM 50mm THICK

COMPRESSIBLE

NEOPRENE JOINT

FILLER, MATCH

WIDTH OF ELEC DUCT

MIN,

TYP

D E

S C

R I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I

S I Z

D R

A W

I N

O D

I S

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

OPER:

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

H D

T N

J V

I S

H O

T R

E E

S U

I T

H O

N O

L U

A W

A I I

I S

S U

A T

K I K

U C

H I

S U

B M

I T

T E

F H

I N

F H

I N

C H

E C

K E

D R

A W

K I M

D E

S C

M O

D E

R N

L I N

H A

R V

K E

A P

A B

L E

T S

U R

U M

O K

O H

A M

J A

P A

DESC1904C-501_Amd01.dwg

6/25/2018 5:05 PM

FILE:

DATE: SCALE:

IF SHEET IS LESS THAN 594 X 841 MM

REDUCED PRINT = USE GRAPHIC SCALES

U.S. ARMY CORPS OF ENGINEERS

DISTRICT NAME

STREET ADDRESS

CITY, STATE ZIP

1. FULL PATH AND FILE NAME

2. DATE/TIME THE SHEET WAS PLOTTED

3. NAME OF THE USER WHO PLOTTED THE SHEET

4. PLOT SCALE OF THE SHEET

CAMP ZAMA, JAPAN

DINING FACILITY

PNXXXXXX FYXX XXXXXX

PROJECT/CONTRACT IDENTIFIER 4

REFLECTED CEILING PLAN

1ST FLOOR

ZONE 3 OR AREA B

BLDG 1 OR BLDG 703

A-101 OR AD101

30%, 60%, 90%, 100%, READY TO ADVERTISE, AS AWARDED, AS-BUILT

NOTE: DRAWING CODE PROVIDED BY POJ TECHNICAL SERVICES SECTION (CEPOJ-ED-ET)

OR OAO DESIGN SERVICES SECTION (CEPOJ-ED-OD)

NOTE: REPLACE 'ENGINEERING DIVISION' WITH THE FOLLOWING

WHEN DESIGNED BY OTHER DISTRICT OFFICE

NOTE: EXAMPLE PROJECT IDENTIFICATION (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE SHEET TITLE (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE SHEET ID AND BLDG ID (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE STATUS (A/E/C GRAPHIC STANDARD R2.0)NOTE: PRODUCT DATA IS OPTIONAL (A/E/C GRAPHIC STANDARD R2.0)

XF-XXX-XX-XXXX

AF-XXX-XX-XXXX

F-XXX-XX-XXXX

4 REVISED IN ACCORDANCE WITH AMDT 0004 OCT 2014

NOTE: EXAMPLE FOR REVISION (ISSUE) BLOCK

**START FROM THE BOTTOM LINE FIRST**

A SEP 2013

1 REVISED TO SHOW AS-BUILT CONDITIONS JUN 2015

1 FEB 2016

GENERAL REVISIONS MOD A

REVISED IN ACCORDANCE WITH AMDT 0001 - WDG*

* INITIALS OF THE DESIGNER WHO MADE THE REVISION MAY BE PROVIDED

U.S. ARMY CORPS OF ENGINEERS

JAPAN DISTRICT

OKINAWA AREA OFFICE

APO AP 96374-5132

AEC R6.0 BORDER SHEET

C-501

M I S

C E

L L

A N

E O

A I L

D E

S C

A m d d w g

OPER: CDK

DESC1904C-501_Amd01.dwg

SCALE: NTS

NOTE:

1. DIMENSIONS ARE IN

MILLIMETERS UNLESS

OTHERWISE NOTED.

AC PAVEMENT

SCALE: 1:10

CONC UTILITY TRENCH

SCALE: 1:20

100mm DIA DUCTILE IRON

PIPE FILLED WITH CONC

AND PAINTED WITH HIGH

VISIBILITY YELLOW PAINT

BOLLARD

SCALE: 1:20

400mm0 200

800mm0 400

C-505

NOTES:

1. CONC UTILITY TRENCH SECTION

FACING WEST.

2. SEE SHEET S-543 FOR CONC

UTILITY TRENCH REINFORCING.

ELEC DUCT CROSSING

SCALE: 1:20 800mm0 400

A D

D E

E T

J U

(AM-0003)

For Inf orm ati on

X X

150 x 150 - MW19 x MW19

WELDED WIRE FABRIC, TYP

X X

D E

S C

R I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I

S I Z

D R

A W

I N

O D

I S

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

OPER:

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

H D

T N

J V

I S

H O

T R

E E

S U

I T

H O

N O

L U

A W

A I I

I S

S U

A T

K I K

U C

H I

S U

B M

I T

T E

F H

I N

F H

I N

C H

E C

K E

D R

A W

K I M

D E

S C

M O

D E

R N

L I N

H A

R V

K E

A P

A B

L E

T S

U R

U M

O K

O H

A M

J A

P A

DESC1904C-506_Amd01.dwg

6/25/2018 5:05 PM

FILE:

DATE: SCALE:

IF SHEET IS LESS THAN 594 X 841 MM

REDUCED PRINT = USE GRAPHIC SCALES

U.S. ARMY CORPS OF ENGINEERS

DISTRICT NAME

STREET ADDRESS

CITY, STATE ZIP

1. FULL PATH AND FILE NAME

2. DATE/TIME THE SHEET WAS PLOTTED

3. NAME OF THE USER WHO PLOTTED THE SHEET

4. PLOT SCALE OF THE SHEET

CAMP ZAMA, JAPAN

DINING FACILITY

PNXXXXXX FYXX XXXXXX

PROJECT/CONTRACT IDENTIFIER 4

REFLECTED CEILING PLAN

1ST FLOOR

ZONE 3 OR AREA B

BLDG 1 OR BLDG 703

A-101 OR AD101

30%, 60%, 90%, 100%, READY TO ADVERTISE, AS AWARDED, AS-BUILT

NOTE: DRAWING CODE PROVIDED BY POJ TECHNICAL SERVICES SECTION (CEPOJ-ED-ET)

OR OAO DESIGN SERVICES SECTION (CEPOJ-ED-OD)

NOTE: REPLACE 'ENGINEERING DIVISION' WITH THE FOLLOWING

WHEN DESIGNED BY OTHER DISTRICT OFFICE

NOTE: EXAMPLE PROJECT IDENTIFICATION (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE SHEET TITLE (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE SHEET ID AND BLDG ID (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE STATUS (A/E/C GRAPHIC STANDARD R2.0)NOTE: PRODUCT DATA IS OPTIONAL (A/E/C GRAPHIC STANDARD R2.0)

XF-XXX-XX-XXXX

AF-XXX-XX-XXXX

F-XXX-XX-XXXX

4 REVISED IN ACCORDANCE WITH AMDT 0004 OCT 2014

NOTE: EXAMPLE FOR REVISION (ISSUE) BLOCK

**START FROM THE BOTTOM LINE FIRST**

A SEP 2013

1 REVISED TO SHOW AS-BUILT CONDITIONS JUN 2015

1 FEB 2016

GENERAL REVISIONS MOD A

REVISED IN ACCORDANCE WITH AMDT 0001 - WDG*

* INITIALS OF THE DESIGNER WHO MADE THE REVISION MAY BE PROVIDED

U.S. ARMY CORPS OF ENGINEERS

JAPAN DISTRICT

OKINAWA AREA OFFICE

APO AP 96374-5132

AEC R6.0 BORDER SHEET

C-506

M I S

C E

L L

A N

E O

A I L

D E

S C

A m d d w g

OPER: CDK

DESC1904C-506_Amd01.dwg

SCALE: NTS

NOTE:

1. DIMENSIONS ARE IN

MILLIMETERS UNLESS

OTHERWISE NOTED.

6mm THICK

ALUMINUM PANEL

30mm, TYP

BACK VIEW

FRONT VIEW

SIGNBOARD DETAIL

SCALE: 1:10 400mm0 200

EXST GROUND, TYP

CONC FOOTING, TYP

50mm x 50mm x 4.8mm, TYPE 316 SST

SQUARE TUBING, TYP

この海岸線から 4 6 m, および湾内は

立入禁止水域

許可なき立入は日本国の法令により処罰される

横須賀米海軍基地司令官

OUT OF BOUNDS WATER AREA

WITHIN 50 YARDS FROM THE SHORELINE

UNAUTHORIZED ENTRY PUNISHABLE BY JAPANESE LAW

COMFLEACT YOKOSUKA

50mm x 50mm x 4.8mm TYPE 316 SST

SQUARE TUBING SUPPORT BRACE

SIDE VIEW

EXST GROUND, TYP

50mm x 50mm x 4.8mm

TYPE 316 SST

SQUARE TUBING, TYP

CORNER BRACKET

SCALE: NTS

TYPE 316 SST

CORNER BRACKET,

SEE DETAIL

C-506

40mm TYPE 316

SST STRUT

CHANNEL FRAME

6mm THICK

ALUMINUM PANEL

50mm x 50mm x 4.8mm TYPE 316 SST

SQUARE TUBING. DRILL HOLES AS

NEEDED TO BOLT TO PANEL AND FRAME

10mm TYPE 316 SST BOLT, NUT AND WASHER, TYP

40mm TYPE 316 SST

STRUT CHANNEL FRAME

40mm TYPE 316 SST

STRUT CHANNEL FRAME

10mm TYPE 316 SST BOLT, NUT AND WASHER, TYP

40mm TYPE 316 SST

STRUT CHANNEL FRAME

PROVIDE TYPE 316 SST

CAP FOR SQUARE TUBING

CONC FOOTING, TYP

TYP

R E

V I S

E M

Y P

I N

L E

E L

J U

(AM-0003)

For Inf orm ati on

MIN 250 DIA

FILTER SOCK

LIMITS OF

UNDISTURBED AREA

MIN LAP

EXST GROUND/PAVEMENT

DISTURBED AREA

WOOD STAKE

M I N

ATTACH FILTER FABRIC

TO WOOD STAKE

BURY FILTER

FABRIC AS SHOWN

FLOW DIRECTION

STEEL PLATE FOR

VEHICLE ACCESS

SILT SOCK, TYP,

SEE DETAIL

EXST FIRE

PROTECTION UTILIDOR

EXST GRATING

D E

S C

R I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I

S I Z

D R

A W

I N

O D

I S

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

OPER:

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

H D

T N

J V

I S

H O

T R

E E

S U

I T

H O

N O

L U

A W

A I I

I S

S U

A T

K I K

U C

H I

S U

B M

I T

T E

F H

I N

F H

I N

C H

E C

K E

D R

A W

K I M

D E

S C

M O

D E

R N

L I N

H A

R V

K E

A P

A B

L E

T S

U R

U M

O K

O H

A M

J A

P A

DESC1904C-508_Amd01.dwg

6/25/2018 5:05 PM

FILE:

DATE: SCALE:

IF SHEET IS LESS THAN 594 X 841 MM

REDUCED PRINT = USE GRAPHIC SCALES

U.S. ARMY CORPS OF ENGINEERS

DISTRICT NAME

STREET ADDRESS

CITY, STATE ZIP

1. FULL PATH AND FILE NAME

2. DATE/TIME THE SHEET WAS PLOTTED

3. NAME OF THE USER WHO PLOTTED THE SHEET

4. PLOT SCALE OF THE SHEET

CAMP ZAMA, JAPAN

DINING FACILITY

PNXXXXXX FYXX XXXXXX

PROJECT/CONTRACT IDENTIFIER 4

REFLECTED CEILING PLAN

1ST FLOOR

ZONE 3 OR AREA B

BLDG 1 OR BLDG 703

A-101 OR AD101

30%, 60%, 90%, 100%, READY TO ADVERTISE, AS AWARDED, AS-BUILT

NOTE: DRAWING CODE PROVIDED BY POJ TECHNICAL SERVICES SECTION (CEPOJ-ED-ET)

OR OAO DESIGN SERVICES SECTION (CEPOJ-ED-OD)

NOTE: REPLACE 'ENGINEERING DIVISION' WITH THE FOLLOWING

WHEN DESIGNED BY OTHER DISTRICT OFFICE

NOTE: EXAMPLE PROJECT IDENTIFICATION (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE SHEET TITLE (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE SHEET ID AND BLDG ID (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE STATUS (A/E/C GRAPHIC STANDARD R2.0)NOTE: PRODUCT DATA IS OPTIONAL (A/E/C GRAPHIC STANDARD R2.0)

XF-XXX-XX-XXXX

AF-XXX-XX-XXXX

F-XXX-XX-XXXX

4 REVISED IN ACCORDANCE WITH AMDT 0004 OCT 2014

NOTE: EXAMPLE FOR REVISION (ISSUE) BLOCK

**START FROM THE BOTTOM LINE FIRST**

A SEP 2013

1 REVISED TO SHOW AS-BUILT CONDITIONS JUN 2015

1 FEB 2016

GENERAL REVISIONS MOD A

REVISED IN ACCORDANCE WITH AMDT 0001 - WDG*

* INITIALS OF THE DESIGNER WHO MADE THE REVISION MAY BE PROVIDED

U.S. ARMY CORPS OF ENGINEERS

JAPAN DISTRICT

OKINAWA AREA OFFICE

APO AP 96374-5132

AEC R6.0 BORDER SHEET

C-508

M I S

C E

L L

A N

E O

A I L

D E

S C

A m d d w g

OPER: CDK

DESC1904C-508_Amd01.dwg

SCALE: NTS

SILT SOCK

SCALE: NTS

SILT FENCE

SCALE: NTS

VEHICLE ACCESS

SCALE: NTS

C-508

NOTE:

1. OVERLAP SILT SOCK A MINIMUM OF 600mm.

2. THE CONTRACTOR SHALL REMOVE ANY DEBRIS IN THE PATH

OF THE SILT SOCK TO ENSURE CONTACT WITH THE GROUND.

3. NO STAKING OF SILT SOCK SHALL BE ALLOWED.

4. REMOVE ACCUMULATED SEDIMENT WHEN DEPTH REACHES

1/2 BARRIER HEIGHT.

5. AT COMPLETION OF THE PROJECT ALL COMPOSITE FILTER

SOCKS INCLUDING THE COMPOST MATERIAL SHALL BE

REMOVED FROM SITE AND DISPOSED OF PROPERLY.

6. SILT SOCK MEDIA MUST BE SUITABLE FOR WATER

PROCESSING AND SLOWING DOWN FLOW THROUGH RATE

WITHOUT DAMMING. SILT SOCK MEDIA MUST HAVE A pH

BETWEEN 6-8, MOISTURE CONTENT LESS THAN 60 PERCENT,

AND ORGANIC MATTER CONTENT BETWEEN 25 PERCENT AND

65 PERCENT. PARTICLE SIZE MUST BE 100 PERCENT

PASSING THE 53mm SIEVE AND 10-30 PERCENT PASSING THE

9.5mm SIEVE. PHYSICAL CONTAMINANTS MUST BE LESS

THAN 1 PERCENT BY WEIGHT.

7. SILT SOCK NETTING MUST BE A CONTINUOUS HIGH-DENSITY

POLYETHYLENE FILAMENT, WOVEN INTO A TUBULAR MESH

NETTING MATERIAL.

NOTE:

1. SILT FENCE FABRIC MUST BE A PERMEABLE NON-WOVEN GEOTEXTILE FILTER

FABRIC WITH A MINIMUM TENSILE STRENGTH OF 450 NEWTONS IN ACCORDANCE

WITH ASTM D4632. THE EQUIVALENT OPENING SIZE OF THE FABRIC MUST NOT BE

SMALLER THAN THE 150 MICROMETER SIEVE SIZE IN ACCORDANCE WITH JIS Z 8801.

A D

D E

E T

(AM-0003)

For Inf orm ati on

STEEL SHEET PILE TOE WALL

EXST CONC SEAWALL

EXST DECK ELEV = ±3.05m

TOP OF SHEET PILES

ELEV = 0.75m±

MLLW

ELEV = +0.4m

TOP OF ANODE

ELEV = -0.6m

CATHODIC PROTECTION ANODE

FILL WITH TREMIED CONC

19mm STAINLESS STEEL CONDUIT

2 - NO. 8 AWG HMW-PE PILE WIRES

EXOTHERMIC WELD,

TYP OF 2, SEE DETAIL

TEST STATION,

SEE DETAIL

CAST IRON RIM

CAST IRON LOCKING LID

WITH CENTER BOLT

PLASTIC SHAFT, 100m

INSIDE DIAMETER

D E

S C

R I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I

S I Z

D R

A W

I N

O D

I S

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

OPER:

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

H D

T N

J V

I S

H O

T R

E E

S U

I T

H O

N O

L U

A W

A I I

I S

S U

A T

K I K

U C

H I

S U

B M

I T

T E

F H

I N

F H

I N

C H

E C

K E

D R

A W

K I M

D E

S C

M O

D E

R N

L I N

H A

R V

K E

A P

A B

L E

T S

U R

U M

O K

O H

A M

J A

P A

DESC1904C-511_Amd01.dwg

6/25/2018 5:05 PM

FILE:

DATE: SCALE:

IF SHEET IS LESS THAN 594 X 841 MM

REDUCED PRINT = USE GRAPHIC SCALES

U.S. ARMY CORPS OF ENGINEERS

DISTRICT NAME

STREET ADDRESS

CITY, STATE ZIP

1. FULL PATH AND FILE NAME

2. DATE/TIME THE SHEET WAS PLOTTED

3. NAME OF THE USER WHO PLOTTED THE SHEET

4. PLOT SCALE OF THE SHEET

CAMP ZAMA, JAPAN

DINING FACILITY

PNXXXXXX FYXX XXXXXX

PROJECT/CONTRACT IDENTIFIER 4

REFLECTED CEILING PLAN

1ST FLOOR

ZONE 3 OR AREA B

BLDG 1 OR BLDG 703

A-101 OR AD101

30%, 60%, 90%, 100%, READY TO ADVERTISE, AS AWARDED, AS-BUILT

NOTE: DRAWING CODE PROVIDED BY POJ TECHNICAL SERVICES SECTION (CEPOJ-ED-ET)

OR OAO DESIGN SERVICES SECTION (CEPOJ-ED-OD)

NOTE: REPLACE 'ENGINEERING DIVISION' WITH THE FOLLOWING

WHEN DESIGNED BY OTHER DISTRICT OFFICE

NOTE: EXAMPLE PROJECT IDENTIFICATION (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE SHEET TITLE (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE SHEET ID AND BLDG ID (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE STATUS (A/E/C GRAPHIC STANDARD R2.0)NOTE: PRODUCT DATA IS OPTIONAL (A/E/C GRAPHIC STANDARD R2.0)

XF-XXX-XX-XXXX

AF-XXX-XX-XXXX

F-XXX-XX-XXXX

4 REVISED IN ACCORDANCE WITH AMDT 0004 OCT 2014

NOTE: EXAMPLE FOR REVISION (ISSUE) BLOCK

**START FROM THE BOTTOM LINE FIRST**

A SEP 2013

1 REVISED TO SHOW AS-BUILT CONDITIONS JUN 2015

1 FEB 2016

GENERAL REVISIONS MOD A

REVISED IN ACCORDANCE WITH AMDT 0001 - WDG*

* INITIALS OF THE DESIGNER WHO MADE THE REVISION MAY BE PROVIDED

U.S. ARMY CORPS OF ENGINEERS

JAPAN DISTRICT

OKINAWA AREA OFFICE

APO AP 96374-5132

AEC R6.0 BORDER SHEET

C-511

C A

T H

O D

T E

C T

I O

E T

A I L

D E

S C

A m d d w g

OPER: CDK

DESC1904C-511_Amd01.dwg

SCALE: NTS

NOTE:

1. DIMENSIONS ARE IN

MILLIMETERS UNLESS

OTHERWISE NOTED.

ELEVATIONPLAN

SHEET PILE ANODE INSTALLATION WITH TEST STATION

SCALE: 1:30

1200mm0 600

CATHODIC PROTECTION TEST STATION

SCALE: NTS

C-511

NOTES:

1. CONDUIT SHALL BE SECURED TO

SEAWALL WITH STAINLESS STEEL

HARDWARE EVERY 300mm.

2. COVER EXOTHERMIC WELDS AND

EXPOSED STRUCTURE SURFACE

WITH A BITUMINOUS COATING

COMPOUND.

3. PROVIDE CATHODIC PROTECTION

ANODES SPACED AT 3.6m OC

ALONG THE STEEL SHEET PILE

TOE WALL.

C-509

A D

D E

O T

E T

(AM-0003)

For Inf orm ati on

D x

S D x

X X

XXXX

X X

XXXXXX

X X

F F F F F

F F F

FFF

F F

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

W x W x W x W x W x

W x

WxWxW x

W x

W xWxWxWxW x

W x

W xWxWxW x

W x

W xWxWxW x

W x

W xWxWxW x

W x

4200187

3.75

3.50

4200188

4200186

3.50

3.75

-7

-6

-5

-2-2

-1

-3

-5

-7

-1

-4

0+010 0+020 0+030 0+040 0+050 0+060 0+070 0+080 0+090 0+100 0+110 0+120 0+130 0+140 0+150 0+160 0+170

B E

L I N

S T

E N

A S

L I N

S T

FACE OF SEAWALL

0+010 0+020 0+030 0+040 0+050 0+060 0+070 0+080 0+090 0+100 0+110 0+120 0+130 0+140 0+150 0+160 0+170

S T

DREDGING

SECTIONS AT 5m

INTERVALS, TYP

DREDGING

BOUNDARY AREA

MOORING DOLPHIN

WHARF STRUCTURE

DREDGING AREA

0+000

S T

DREDGING

BOUNDARY AREA

N = (-)56799.805

E = (-)11580.043

DREDGING

BOUNDARY AREA

N = (-)56885.107

E = (-)11534.179

DREDGING

BOUNDARY AREA

N = (-)56783.294

E = (-)11344.815

DREDGING

BOUNDARY AREA

N = (-)56697.991

E = (-)11390.678

B-2

B-1

B-3

B-4

BEGIN DREDGE AREA

12m FROM SEAWALL

OUT OF BOUNDS

AREA BOUNDARY

BASELINE "A"

MAGNETIC ANOMALY

N = (-)56787.053

E = (-)11511.040

EXTENT OF

DREDGE AREA

FOR (-)9.7m

OPERATIONAL

DEPTH

OPER: SCALE:

CN102

D R

E D

G I N

L A

D E

S C

R I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I

S I Z

D R

A W

I N

O D

I S

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

OPER:

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

H D

T N

J V

I S

H O

T R

E E

S U

I T

H O

N O

L U

A W

A I I

I S

S U

A T

K I K

U C

H I

S U

B M

I T

T E

F H

I N

F H

I N

C H

E C

K E

D R

A W

K I M

D E

S C

M O

D E

R N

L I N

H A

R V

K E

A P

A B

L E

T S

U R

U M

O K

O H

A M

J A

P A

DESC1904CN102_Amd01.dwg

6/25/2018 5:05 PM

FILE:

DATE: SCALE:

IF SHEET IS LESS THAN 594 X 841 MM

REDUCED PRINT = USE GRAPHIC SCALES

U.S. ARMY CORPS OF ENGINEERS

DISTRICT NAME

STREET ADDRESS

CITY, STATE ZIP

1. FULL PATH AND FILE NAME

2. DATE/TIME THE SHEET WAS PLOTTED

3. NAME OF THE USER WHO PLOTTED THE SHEET

4. PLOT SCALE OF THE SHEET

CAMP ZAMA, JAPAN

DINING FACILITY

PNXXXXXX FYXX XXXXXX

PROJECT/CONTRACT IDENTIFIER 4

REFLECTED CEILING PLAN

1ST FLOOR

ZONE 3 OR AREA B

BLDG 1 OR BLDG 703

A-101 OR AD101

30%, 60%, 90%, 100%, READY TO ADVERTISE, AS AWARDED, AS-BUILT

NOTE: DRAWING CODE PROVIDED BY POJ TECHNICAL SERVICES SECTION (CEPOJ-ED-ET)

OR OAO DESIGN SERVICES SECTION (CEPOJ-ED-OD)

NOTE: REPLACE 'ENGINEERING DIVISION' WITH THE FOLLOWING

WHEN DESIGNED BY OTHER DISTRICT OFFICE

NOTE: EXAMPLE PROJECT IDENTIFICATION (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE SHEET TITLE (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE SHEET ID AND BLDG ID (A/E/C GRAPHICS STANDARD R2.0)

NOTE: EXAMPLE STATUS (A/E/C GRAPHIC STANDARD R2.0)NOTE: PRODUCT DATA IS OPTIONAL (A/E/C GRAPHIC STANDARD R2.0)

XF-XXX-XX-XXXX

AF-XXX-XX-XXXX

F-XXX-XX-XXXX

4 REVISED IN ACCORDANCE WITH AMDT 0004 OCT 2014

NOTE: EXAMPLE FOR REVISION (ISSUE) BLOCK

**START FROM THE BOTTOM LINE FIRST**

A SEP 2013

1 REVISED TO SHOW AS-BUILT CONDITIONS JUN 2015

1 FEB 2016

GENERAL REVISIONS MOD A

REVISED IN ACCORDANCE WITH AMDT 0001 - WDG*

* INITIALS OF THE DESIGNER WHO MADE THE REVISION MAY BE PROVIDED

U.S. ARMY CORPS OF ENGINEERS

JAPAN DISTRICT

OKINAWA AREA OFFICE

APO AP 96374-5132

AEC R6.0 BORDER SHEET

DREDGING PLAN

SCALE: 1:300

12m0 6

DREDGE AREA

OVERDREDGE AREA

EXST CONTOUR5

NOTES:

1. ELEVATION DATUM FOR THIS PROJECT IS THE CHART DATUM LINE (C.D.L.).

2. THE BASIS OF DESIGN ASSUMES THAT DREDGED MATERIAL IS SUITABLE FOR DISPOSAL AT THE

YOKOSUKA HARBOR OFFSHORE FISHING GROUND IMPROVEMENT PROJECT (ISE CHO) LOCATED

NEAR HASHIRIMIZU, YOKOSUKA CITY, KANAGAWA PREFECTURE, OPERATED BY DAISHIN

DOBOKU CO, LTD. THE CONTRACTOR SHALL VERIFY THAT THE DREDGED MATERIAL WILL BE

ACCEPTED BY THE DISPOSAL SITE. SEE SHEETS G-009 AND G-010 FOR GEOTECHNICAL BORING

LOGS. SEE SHEET G-011 FOR SEDIMENT SAMPLING TESTING RESULTS.

LEGEND:

GEOTECHNICAL BORING

GEOTECHNICAL AND

SEDIMENT SAMPLING BORING

D E

S C

N A m d d w g

A D

D E

X T

E N

R E

D G

R E

L O

U T

J U

(AM-0003)

For Inf orm ati on

WHARF 111 PILE CUT ELEVATION

GRID X GRID Y

1 A -1.8 1 B -1.8 1 C -1.8 1 D -2.0 1 E -2.3 2 A -1.8 2 B -1.5 2 C -1.8 2 D -2.0 2 E -2.5 3 A -2.0 3 B -1.8 3 C -2.0 3 D -2.5 3 E -2.8 4 A -3.0 4 B -2.5 4 C -2.5 4 D -2.8 4 E -3.5 5 A -5.0 5 B -4.0 5 C -4.0 5 D -4.0 5 E -5.0

NOTES:

PILE CUT

ELEVATION1

LOCATION

1 APPROXIMATE CUT ELEVATION

SHOWN FOR BIDDING PURPOSES.

(AM-0003)

For Inf orm ati on

WHARF 117 PILE CUT ELEVATION

GRID X GRID Y

1 A -3.0 1 B -3.0 1 C -3.0 1 D -3.0 2 A -2.7 2 B -2.5 2 C -2.5 2 D -2.5 3 A -3.0 3 B -2.8 3 C -2.8 3 D -3.0 4 A -4.3 4 B -3.8 4 C -3.8 4 D -4.5 5 A -5.5 5 B -5.0 5 C -5.0 5 D -5.8

NOTES:

LOCATION PILE CUT

ELEVATION1

1 APPROXIMATE CUT ELEVATION

SHOWN FOR BIDDING PURPOSES.

(AM-0003)

For Inf orm ati on

(AM-0003)

For Inf orm ati on

Inf orm ati on

M-002

N O

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

A P

OPER:

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

H D

H O

N O

, H

I 9

E D

D B

C H

D B

D R

B Y:

M O

E F

W H

T -1

U R

U M

I, YO

A, J

M002.dwg

6/25/2018 5:05 PM

FILE:

DATE: SCALE:

IF SHEET IS LESS THAN 594 X 841 MM

REDUCED PRINT = USE GRAPHIC SCALES

MECHANICAL NOTES

1. ALL INDICATED SIZES AND DIMENSIONS ARE IN METRIC UNITS UNLESS NOTED OTHERWISE.

2. ALL MECHANICAL PIPING WORK IS TO BE IN ACCORDANCE WITH ASME B31.3 UNLESS

OTHERWISE NOTED.

3. PROVIDED MATERIALS TO BE INSTALLED MUST BE ASBESTOS AND LEAD FREE.

4. THE CONTRACTOR IS RESPONSIBLE FOR DEFUELING OF EXISTING PIPING SYSTEMS AS

REQUIRED TO PERFORM THE WORK REQUIRED BY THIS PROJECT.

5. THE GOVERNMENT WILL ACCEPT CLEAN FUEL THE CONTRACTOR REMOVES FROM EXISTING

PIPING.

6. HOT-WORK, PIPE END PREPARATION, AND WELDING MUST BE ACCOMPLISHED BY:

A. COMPLETE DEFUELING AND INERTING BETWEEN ISOLATION POINTS, OR

B. USING GAS BARRIER PLUGS AND INERTING IN ACCORDANCE WITH API BULLETIN 2209.

7. COLD CUTTING OF EXISTING PIPE, AFTER DEFUELIING, IS REQUIRED. PERFORM INITIAL

CUTTING OF EXISTING PIPING WITH A MULTI-WHEEL PIPE CUTTER USING NON-FLAMMABLE

LUBRICANT OR OTHER APPROVED COLD CUTTING METHOD. COLD CUT PIPE IN LOCATIONS

INDICATED BY LIMITS OF REMOVAL. CONTRACTOR MUST DETERMINE EXACT LOCATION OF

CUTS AND CORRESPONDING TIE-IN WELDS.

8. PROVIDE BLOCKING WHEN REMOVING COMPONENTS TO MAINTAIN PIPE AND FLANGE BOLT

ALIGNMENT.

9. CONTRACTOR MUST NOT DAMAGE EXISTING PIPE TO REMAIN DURING PIPING REMOVAL AND

MUST REPAIR ANY DAMAGE AT NO ADDITIONAL COST TO THE GOVERNMENT.

10.PROVIDE MATING FLANGES AND GASKETS TO MATCH EXISTING WHERE REQUIRED.

11. ALL TIE-IN FLANGED SPOOLS AND WELDED PIPE PUPS NOT TO BE TESTED AS PART OF THE

ENTIRE SYSTEM MUST BE PREFABRICATED AND PRE-TESTED PRIOR TO MAKING

CONNECTION.

12.THE FOLLOWING WELD CLEARANCES MUST BE MAINTAINED DURING PIPING CONSTRUCTION:

A. PROVIDE A MINIMUM OF 75 MM BETWEEN ADJACENT PIPE GIRTH WELDS

B. PROVIDE A MINIMUM OF 50 MM BETWEEN A PIPE GIRTH WELD AND ADJACENT WELD FOR

BRANCH FITTINGS

C. PROVIDE A MINIMUM OF 25 MM BETWEEN A PIPE GIRTH WELD AND ADJACENT PIPE

SUPPORT ATTACHMENT WELD.

MECHANICAL PHASING

1. THE CONTRACTOR MUST SUBMIT A COMPREHENSIVE CONSTRUCTION PHASING WORK PLAN

TO BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO START OF WORK.

2. LIMITATIONS OF SERVICE OUTAGES AND OTHER PHASING REQUIREMENTS MUST BE IN

ACCORDANCE WITH THE GENERAL PROJECT PHASING NOTES.

3. THIS PROJECT WILL REQUIRE THE REMOVAL OF RECEIPT CAPABILITY AT OU-1 FOR AN

EXTENDED PERIOD OF TIME. TRANSFER CAPABILITY BETWEEN OU-1 AND OU-2 THROUGH THE

INTER-TERMINAL PIPELINES MUST BE MAINTAINED AT ALL TIMES DURING WORK WITH THE

EXCEPTION OF DURING PLANNED SERVICE OUTAGES.

4. TO MAINTAIN TRANSFER CAPABILITY, A TEMPORARY TRANSFER LINE WILL BE INSTALLED

PRIOR TO TAKING THE INTER-TERMINAL PIPELINES OUT OF SERVICE. TEMPORARY

MECHANICAL PROVISIONS WILL REMAIN IN PLACE UNTIL OPERATIONAL CAPABILITY OF THE

INTER-TERMINAL PIPELINES IS READY TO BE RESTORED. REFER TO MECHANICAL SHEET

M-111 FOR TEMPORARY MECHANICAL PROVISIONS

FLANGE PROTECTOR BANDS

1. PROVIDE FLANGE PROTECTOR BANDS ON ALL CARBON STEEL TO STAINLESS STEEL FLANGES

AND FLANGED CONNECTIONS PROVIDED, ALTERED, OR REASSEMBLED BY THIS PROJECT

(INCLUDING FLANGES ON VALVES AND EQUIPMENT), WITH THE EXCEPTION OF FLANGES ON

ABANDONED-IN-PLACE PIPING.

2. FLANGE PROTECTOR BANDS MUST BE DESIGNED TO SEAL AND PROTECT FLANGE FACES

FROM ATMOSPHERIC CORROSION AND MUST ALLOW FULL VISUAL INSPECTION OF THE

FLANGE GASKET WITHOUT REMOVING THE BAND. EACH BAND MUST BE FITTED WITH A

GREASE INJECTION FITTING.

3. BANDS PROVIDED ON ISOLATION FLANGES MUST BE FILLED WITH…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 31, 2023.