4_CTF123_Draft_DWGS-CTF-3.pdf

PDF 33 MB Posted Nov 7, 2023

Attached to: FY24 DLA DWCF Various Repairs on Chimuwan Tank Farms #1, 2, 3, Okinawa
Solicitation number: W912HV-24-Z-0002
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Dec 21, 2023

This document provides details on a federal contract opportunity for repairs to Chimuwan Tank Farms 1, 2, and 3 in Okinawa. The solicitation number is W912HV-24-Z-0002 and is being issued by the Department of the Army Corps of Engineers Engineering District Japan as a pre-solicitation for repairs and maintenance to the specified tank farms. Interested parties should monitor the Federal Business Opportunities website for additional details and the full solicitation, which is expected to be released in fiscal year 2024. The opportunity type indicates this pre-solicitation is informing potential offerors of the upcoming requirement for repairs and maintenance services to the Chimuwan Tank Farms in Okinawa managed by the Army Corps of Engineers Japan district.

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Other files

File	Type	Posted
1_CTF123_Draft_SPECS.pdf	PDF	Nov 7, 2023
2_CTF123_Draft_DWGS-CTF-1.pdf	PDF	Nov 7, 2023
6_W912HV-24-Z-0002_Market Survey Questions.docx	DOCX document	Nov 7, 2023
3_CTF123_Draft_DWGS-CTF-2.pdf	PDF	Nov 7, 2023
5_CTF123_Draft_DWGS-RCB.pdf	PDF	Nov 7, 2023

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5 4 3 2 1

US Army Corps of Engineers

Japan District

SHEET ID

C H

T A

N K

M S

1, , O

A, J

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SOLICITATION NO:

CONTRACT NO:

ISSUE DATE:

VOLUME:

W912HV22F0048

W912HV19D0005

VOLUME 1 OF 1

4/7 /20

:22 :50

A M

G-001

D W

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W G

CHIMUWAN TANK FARMS 1, 2, & 3, OKINAWA, JAPAN

P2 #502615 FY23 DLA DWCF

VARIOUS REPAIRS ON CHIMUWAN TANK FARM 3

20 APRIL 2023

US Army Corps of Engineers ®

JAPAN ENGINEERING DISTRICT

G70-GUSHIKEN A-E JV

111 S. KING ST., SUITE 170

HONOLULU, HI 96813

ARCHITECTURE

THIS WORK WAS PREPARED BY ME OR UNDER MY

SUPERVISION

CHARLES KANESHIRO, AIA

CIVIL ENGINEERING

THIS WORK WAS PREPARED BY ME OR UNDER MY

SUPERVISION

SATOSHI MIYARA, P.E.

STRUCTURAL ENGINEERING

THIS WORK WAS PREPARED BY ME OR UNDER MY

SUPERVISION

BRIAN MURDOCK, P.E.

MECHANICAL ENGINEERING/PLUMBING

THIS WORK WAS PREPARED BY ME OR UNDER MY

SUPERVISION

BARRY JIM ON, P.E.

ELECTRICAL ENGINEERING/TELECOM

THIS WORK WAS PREPARED BY ME OR UNDER MY

SUPERVISION

GARRET MASUDA, P.E.

POL/FUELS ENGINEERING

THIS WORK WAS PREPARED BY ME OR UNDER MY

SUPERVISION

MITCH LOEWEN, P.E.

DRAFT

US Army Corps of Engineers

Japan District

SHEET ID

C H

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GENERAL (G)

SHEET NO SHEET TITLE REV STATUS

G-001 TITLE SHEET

G-002 INDEX OF DRAWINGS

G-003 CHIMUWAN TANK FARMS REGIONAL SITE PLAN

G-004 CHIMUWAN TANK FARM 3 SCHEDULE OF WORK

G-005 CHIMUWAN TANK FARM 3 SCHEDULE OF WORK

G-006 CHIMUWAN TANK FARM 3 SCHEDULE OF WORK

STRUCTURAL (S)

SHEET NO SHEET TITLE REV STATUS

S-001 GENERAL STRUCTURAL NOTES, DESIGN LOADS & ABBREVIATIONS

3S-101 BUILDING 304 - REPAIRS AND UPGRADES

5S-101 CONTAINMENT TANK C3001 - REPAIRS AND UPGRADES

6S-101 CONTAINMENT TANK C3002 - REPAIRS AND UPGRADES

7S-101 BUILDING OH302 - REPAIRS AND UPGRADES

8S-101 BUILDING OH303 - REPAIRS AND UPGRADES

9S-101 BUILDING OH304 - REPAIRS AND UPGRADES

13S-101 VALVE BOX 3 - REPAIRS AND UPGRADES

13S-501 VALVE BOX 3 - REPAIRS AND UPGRADES

14S-101 VALVE BOX 4 - REPAIRS AND UPGRADES

S-501 TYPICAL DETAILS

ELECTRICAL (E)

SHEET NO SHEET TITLE REV STATUS

E-001 ELECTRICAL GENERAL NOTES & SYMBOL LIST

2E-101 BUILDING 303 - REPAIRS AND UPGRADES

3E-101 BUILDING 304 - REPAIRS AND UPGRADES

4E-101 BUILDING 305 - REPAIRS AND UPGRADES

5E-101 TANK C3001 - REPAIRS AND UPGRADES

6E-101 TANK C3002 - REPAIRS AND UPGRADES

7E-001 TRUCK LOAD FACILITY 1 - REPAIRS AND UPGRADES

8E-101 TRUCK LOAD FACILITY 2 - REPAIRS AND UPGRADES

9E-101 TRUCK LOAD FACILITY 3 - REPAIRS AND UPGRADES

12E-101 FILTER SEPARATOR PAD - REPAIRS AND UPGRADES

13E-101 VALVE BOX 3 - REPAIRS AND UPGRADES

14E-101 VALVE BOX 4 - REPAIRS AND UPGRADES

15E-101 VALVE BOX 5 - REPAIRS AND UPGRADES

E-501 GROUND DETAIL

E-502 LIGHTNING PROTECTION SYSTEM DETAILS

E-503 DUCT SECTION DETAILS

E-601 LIGHTING FIXTURE SCHEDULE

MECHANICAL (MH)

SHEET NO SHEET TITLE REV STATUS

MH-001 PLUMBING AND HVAC NOTES AND LEGEND

9MH-101 TRUCK FILL STATION 3 EEWS UPGRADE

CIVIL (C)

SHEET NO SHEET TITLE REV STATUS

V-101 KEY PLAN

V-102 TOPOGRAPHIC SURVEY PLAN - TANK FARM #3 AND CONTROL POINTS

SUMMARY TABLE

C-001 GENERAL NOTES, ABBREVIATION AND LEGEND

C-101 SITE PLAN

C-501 300R1 AND 30FN3 - REPAIRS AND UPGRADES

C-502 300R1, 30FN3 AND VB003 - REPAIRS AND UPGRADES

C-503 VB003 AND VB004 - REPAIRS AND UPGRADES

C-504 30FN3, VB003 AND VB004 - REPAIRS AND UPGRADES

C-505 30FN3 - REPAIRS AND UPGRADES

C-506 C3001, C3002 AND CW302 - REPAIRS AND UPGRADES

C-507 C3001 AND FSCW3 - REPAIRS AND UPGRADES

C-508 C3002, OH303 AND VB004 - REPAIRS AND UPGRADES

C-509 30FN3 - REPAIRS AND UPGRADES

0A-101 PIPELINE - PIPE LABELING UPGRADES

A-501 MISCELLANEOUS DETAILS

1A-101 BUILDING 302 - REPAIRS AND UPGRADES

2A-101 BUILDING 303 - REPAIRS AND UPGRADES

3A-101 BUILDING 304 - FLOOR PLAN AND ROOF PLAN

7A-101 BUILDING 0H302 - REPAIRS AND UPGRADES

7A-102 BUILDING OH302 - REPAIRS AND UPGRADES

8A-101 BUILDING 0H303 - REPAIRS AND UPGRADES

9A-101 BUILDING OH304 - REPAIRS AND UPGRADES

9A-102 BUILDING OH304 - REPAIRS AND UPGRADES

9A-103 BUILDING OH304 - REPAIRS AND UPGRADES

9A-104 BUILDING OH304 - REPAIRS AND UPGRADES

13A-101 VALVE BOX 3 - REPAIRS AND UPGRADES

14A-101 VALVE BOX 4 - REPAIRS AND UPGRADES

14A-102 VALVE BOX 4 - REPAIRS AND UPGRADES

14A-103 VALVE BOX 4 - REPAIRS AND UPGRADES

15A-101 VALVE BOX 5 - REPAIRS AND UPGRADES

15A-102 VALVE BOX 5 - REPAIRS AND UPGRADES

5A-101 CONTAINMENT TANK C3001 - REPAIRS AND UPGRADES

5A-102 CONTAINMENT TANK C3001 - REPAIRS AND UPGRADES

6A-101 CONTAINMENT TANK C3002 - REPAIRS AND UPGRADES

6A-102 CONTAINMENT TANK C3002 - REPAIRS AND UPGRADES

12A-101 BUILDING FSCW3 - REPAIRS AND UPGRADES

12A-102 BUILDING FSCW3 - REPAIRS AND UPGRADES

11A-101 BUILDING CW302 - REPAIRS AND UPGRADES

10A-101 BUILDING CW301 - REPAIRS AND UPGRADES

MECHANICAL (M)

SHEET NO SHEET TITLE REV STATUS

M-001 CORROSION CONTROL NOTES

M-500 CORROSION CONTROL DETAILS

M-501 TYPICAL MECHANICAL DETAILS

0M-101 PIPELINE - REPAIRS AND UPGRADES

3M-101 AST 304 - REPAIRS AND UPGRADES

5M-101 CONTAINMENT TANK C3001 - REPAIRS AND UPGRADES

6M-101 TANK C3002 - REPAIRS AND UPGRADES

6M-102 TANK C3002 - REPAIRS AND UPGRADES

6M-103 TANK C3002 - REPAIRS AND UPGRADES

6M-104 TANK C3002 - REPAIRS AND UPGRADES

9M-101 TRUCK LOAD FACILITY 3 - REPAIRS AND UPGRADES

9M-102 AST 305-2 - REPAIRS AND UPGRADES

12M-101 FILTER SEPARATOR PAD - REPAIRS AND UPGRADES

12M-102 AST 305-1 - REPAIRS AND UPGRADES

12M-103 FILTER SEPARATOR PAD (FSCW3) - REPAIRS AND UPGRADES

13M-101 VALVE BOX 3 - REPAIRS AND UPGRADES

13M-102 VALVE BOX 3 - REPAIRS AND UPGRADES

14M-101 VALVE BOX 4 - REPAIRS AND UPGRADES

ARCHITECTURAL (A)

SHEET NO SHEET TITLE REV STATUS

AG-001 GENERAL NOTES, ARCHITECTURAL ABBREVIATIONS AND SYMBOLS

STRUCTURAL (SC)

SHEET NO SHEET TITLE REV STATUS

1SC-101 BUILDING 305 - REPAIRS AND UPGRADES

SC-501 ELECTRICAL SUPPORT DETAILS

ELECTRICAL (EP)

SHEET NO SHEET TITLE REV STATUS

EP-001 ELECTRICAL DETAILS, NOTES

5EP-101 TANK C3001 - REPAIRS AND UPGRADES

7EP-101 TRUCK LOAD FACILITY 1 - REPAIRS AND UPGRADES

8EP-101 TRUCK LOAD FACILITY 2 - REPAIRS AND UPGRADES

9EP-101 TRUCK LOAD FACILITY 3 - REPAIRS AND UPGRADES

ARCHITECTURAL / STRUCTURAL (AE)

SHEET NO SHEET TITLE REV STATUS

5AE-101 CONTAINMENT TANK C3001 - REPAIRS AND UPGRADES

5AE-501 CONTAINMENT TANK C3001 - REPAIRS AND UPGRADES

6AE-101 CONTAINMENT TANK C3002 - REPAIRS AND UPGRADES

6AE-501 CONTAINMENT TANK C3002 - REPAIRS AND UPGRADES

AE-501 TYPICAL DETAILS

EXST CONCRETE

RAMP

PAVED

PARK

AVED

CONCCONC

S20

S15

S16

ING

U N P A

P A R K

U N P A

P A R K

OEPC SUB

STATION

VB#8

CONC OPEN STORAGE

YARD

G-004

CHIMUWAN TANK FARM #1

CHIMUWAN TANK FARM #3

CHIMUWAN TANK FARM #2

HOKKAIDO

HONSHU

IWO JIMA

SHIKOKU

CHIMUWAN TANK FARMS

OKINAWA

KYUSHU

NORTH

5 4 3 2 1

US Army Corps of Engineers

Japan District

SHEET ID

C H

T A

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M S

1, , O

A, J

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1 : 5000A1

CHIMUWAN TANK FARM REGIONAL SITE PLAN

VICINITY MAP

0 250 500 m

SCALE: 1:5000

3-4

3-5

PRT

3-6

OWS

3-7

3-8 3-9

OH302 (NORTH CANOPY

FOR TRUCK LOADING)

OH303 (MIDDLE CANOPY

FOR TRUCK LOADING)

3-12

PIDV

OH304 (SOUTH CANOPY

FOR TRUCK LOADING)

3-13

PIDV

3-14

PRT

3-16

3-17 3-18

3-19

3-20

3-21

3-22

PRT

3-23

LOWER

VAULT

3-24

3-25 3-27

3-26

CP STA

3-28

3-29

CTRL STA

3-30

VAULT

3-31

3-32

EFSO 3-33

3-34

3-36

3-37

3-38 3-39 3-40

3-41 3-42

3-43

3-443-453-46

FENCE

3-47

3-48 3-49

CTF3A

SHC3

FSCW3

TH305

CTF3B

CTF3C

VB5

VB4

VB3

C3001

C3002

3-35

X-XXX DEFICIENCY/WORK TAG

CHAIN LINK PERIMETER FENCE LINE

LEGEND

VAULT WORK WITHIN TANK VAULT

PRT PRODUCT RECOVERY TANK

AST ABOVE GROUND STORAGE TANK

VB VALVE BOX VAULT

IND LEVEL INDICATOR

PIT COVER PLATEPIT CVR

CATHODIC PROTECTION CONTROL STATIONCP STA

CONTROL STATIONCTRL STA

POST INDICATOR DRAIN VALVEPIDV

EMERGENCY FUEL SHUT-OFFEFSO

OIL WATER SEPARATOROWS

PIPELINE PIGPIGL

5 4 3 2 1

US Army Corps of Engineers

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PLAN NORTH

NTSA2

CHIMUWAN TANK FARM 3

3.1.24.2 30FN3 REPLACE CORRODED GATE COMPONENTSC-101

3.1.26.1 300R1 SEAL AND PATCH ASPHALT PAVEMENTSC-101

3.1.33.1 C3001 PROTECT TANK C3001 VENTS, HATCHES, AND PRTC-506

3.1.34.1 C3002 PROVIDE PROTECTION FOR PRT C3002C-506

3.1.43.1 CW302 PROVIDE PROTECTION FOR OWS 3-2C-506

3.1.44.1 FSCW3 PROVIDE FILTER SEPARATOR PAD RELEASE VALVEC-507

3.1.45.1 OH302 PROTECT POST INDICATOR DRAIN VALVEC-501

3.1.45.2 OH302 ALTER CONTAINMENT PAD/RAMP TRANSITIONSC-501

3.1.46.2 OH303 PROTECT POST INDICATOR DRAIN VALVEC-501

3.1.47.1 OH304 PROTECT POST INDICATOR DRAIN VALVEC-501

3.1.47.2 OH304 PROTECT PRODUCT RECOVERY TANKC-501

3.1.50.1 VB003 REPLACE CORRODED PERIMETER FENCE AND GATEC-101

3.1.51.1 VB004 REPLACE CORRODED PERIMETER FENCE AND GATE COMPONENTSC-101

3.1.51.2 VB004 PROVIDE GRATE AT CONCRETE SWALE OPENINGC-508

3.2.13.1 303 PROVIDE LIGHTNING PROTECTION2E-101

3.2.13.2 CTF3B PROVIDE EFSO SIGN8A-101

3.2.14.3 305 PROVIDE LIGHTNING PROTECTION4E-101

3.2.33.3 C3001 PROVIDE SUPPLEMENTAL GROUNDING FOR MOTOR(S)5E-101

3.2.33.5 C3001 REPAIR/REPLACE EQUIPMENTTBD

3.2.34.1 C3002 PROVIDE SUPPLEMENTAL GROUNDING FOR MOTOR(S)6E-101

3.2.34.2 C3002 PROVIDE CAP FOR CATHODIC PROTECTION TEST STATIONC-508

3.2.34.3 C3002 PROVIDE GROUNDING FOR PRODUCT RECOVERY TANK6E-101

3.2.34.4 C3002 PROVIDE SEAL-OFF(S)6E-101

3.2.34.6 C3002 PROVIDE LABELS FOR DEVICE(S)6A-101

3.2.34.7 C3002 PROVIDE SUPPLEMENTAL GROUNDING FOR MOTOR(S)6E-101

3.2.34.8 C3002 PROVIDE SUPPLEMENTAL GROUNDING FOR MOTOR(S)6E-101

3.2.35.1 CTF3A PROVIDE EFSO SIGN7A-101

3.2.35.2 CTF3A PROVIDE LABELS FOR DEVICE(S)7A-101

3.2.35.3 CTF3A PROVIDE GROUND VERIFICATION UNIT AND OVERFILL PROTECTION7EP-101

3.2.35.4 CTF3A PROVIDE LABELS FOR DEVICE(S)7A-101

3.2.36.1 CTF3B PROVIDE GROUND VERIFICATION UNIT AND OVERFILL PROTECTION8EP-101

3.2.36.2 CTF3B PROVIDE LABELS FOR DEVICE(S)8A-101

3.2.37.1 CTF3C PROVIDE LOCAL ALARM ON EEW/S9MH101

3.2.37.2 CTF3C PROVIDE LABELS FOR DEVICE(S)9A-101

3.2.37.3 CTF3C PROVIDE GROUND VERIFICATION UNIT AND OVERFILL PROTECTION9EP-101

3.2.44.1 FSCW3 PROVIDE SEAL-OFF(S)12E-101

3.2.44.2 FSCW3 PROVIDE SEAL-OFF(S)12E-101

3.2.44.3 FSCW3 PROVIDE SUPPLEMENTAL GROUNDING FOR MOTOR(S)12E-101

3.2.50.1 VB003 PROVIDE SEAL-OFF CAP(S)13E-101

3.2.50.2 VB003 REPAIR/REPLACE EQUIPMENT13E-101

3.2.50.3 VB003 DISCONNECT AND REMOVE EQUIPMENT13E-101

3.2.51.1 VB00414E-101

3.2.52.1 VB005 REPLACE CORRODED CONDUITS AND FITTINGS15E-101

3.2.52.2 VB00515E-101

3.2.33.2 C3001 PROVIDE GROUNDING FOR PRODUCT RECOVERY TANK5E-101

3.1.24.1 30FN3 REPLACE CORRODED PERIMETER FENCEC-101

ITEM NO TAG FACILITY WORK DESCRIPTIONSHEET NO

3-4

3-5

3-6

3-7

3-8

3-9

3-12

3-13

3-14

3-16

3-17

3-18

3-19

3-20

3-21

3-22

3-23

3-24

3-25

3-27

3-26

3-28

3-29

3-30

3-31

3-32

3-35

3-34

3-36

3-37

3-38

3-39

3-40

3-41

3-42

3-43

3-44

3-45

3-46

3-47

3-48

3-49

3-1

3-2

3-3

3-33

3-1

3-3

ASPHALT

3-2

3-2* OCCURS THROUGHOUT CTF 3 INSTALLATION FENCE LINE

FENCE

3-2

DISCONNECT AND REMOVE EQUIPMENT

OH302 (NORTH CANOPY

FOR TRUCK LOADING)

OH303 (MIDDLE CANOPY

FOR TRUCK LOADING)

OH304 (SOUTH CANOPY

FOR TRUCK LOADING)

3-50

3-51

AST

3-52

3-533-543-55

3-56

OWS

3-57

EFSO

3-58

3-59

PRT

3-60 3-61

3-623-63

3-65

PRT

3-66

3-67

VAULT

3-68

3-693-70

3-71 3-72 3-73

3-743-75

3-763-77

3-78 3-79

3-82 3-83

3-84 3-85 3-86

3-873-88

AST

3-89

3-913-92

3-93

ELEC PNL

3-64

PRT

3-95

LOWER

VAULT

3-96

PIT CVR

3-97

PUMP

VAULT

3-98

3-94

CTF3A

SHC3

FSCW3

TH305

CTF3B

CTF3C

VB5

VB4

VB3

C3001

C3002

X-XXX DEFICIENCY/WORK TAG

CHAIN LINK PERIMETER FENCE LINE

LEGEND

VAULT WORK WITHIN TANK VAULT

PRT PRODUCT RECOVERY TANK

AST ABOVE GROUND STORAGE TANK

VB VALVE BOX VAULT

IND LEVEL INDICATOR

PIT COVER PLATEPIT CVR

CATHODIC PROTECTION CONTROL STATIONCP STA

CONTROL STATIONCTRL STA

POST INDICATOR DRAIN VALVEPIDV

EMERGENCY FUEL SHUT-OFFEFSO

OIL WATER SEPARATOROWS

PIPELINE PIGPIGL

5 4 3 2 1

US Army Corps of Engineers

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NTSA2

CHIMUWAN TANK FARM 3

3.2.62.2 FSCW3 PROVIDE LABELS FOR DEVICE(S)12A-101

3.2.62.3 FSCW3 PROVIDE SUPPLEMENTAL GROUNDING FOR MOTOR(S)12E-101

3.2.62.4 304 REPLACE CORRODED EQUIPMENT3E-101

3.2.62.5 304 PROVIDE LIGHTNING PROTECTION3E-101

3.2.62.6 304 FIELD INVESTIGATE EXISTING PANELBOARD(S)3E-101

3.2.62.9 CW302 PROVIDE LABELS FOR DEVICE(S)11A-101

3.2.62.10 CTF3A PROVIDE EFSO SIGN7A-101

3.2.62.11 FSCW3 PROVIDE GROUNDING FOR PRODUCT RECOVERY TANK12E-101

3.2.62.12 CTF3C PROVIDE GROUNDING FOR PRODUCT RECOVERY TANK9E-101

3.2.62.13 CTF3C PROVIDE LABELS FOR DEVICE(S)9A-101

3.2.62.14 CTF3C PROVIDE SUPPLEMENTAL GROUNDING FOR MOTOR(S)9E-101

3.3.12.1 302 REPAIR COATINGS1A-101

3.3.12.2 302 PROVIDE PIPE SUPPORT ISOLATION1SC-101

3.3.33.3 C3001 REMOVE SIGHT FLOW INDICATOR5M-101

3.3.34.2 C3002 PROVIDE PIPED CONNECTION6M-101

3.3.34.4 C3002 REMOVE CS SIGHT FLOW INDICATOR6M-101

3.3.34.5 C3002 REPLACE THERMAL RELIEF VALVE6M-101

3.3.34.8 C3002 PROVIDE MANUAL AIR VENT OR REPLACE TEE6M-101

3.3.37.1 CTF3C INSPECT PIPE PENETRATIONS9M-101

3.3.37.2 CTF3C REPLACE PRESSURE SAFETY VALVE9M-101

3.3.44.4 FSCKW1 REVERSE DBB INTEGRAL THERMAL RELIEF12M-101

3.3.44.5 FSCW3 REPAIR COATINGS12M-101

3.3.50.1 VB003 REPLACE CONCRETE SADDLE SUPPORTS13S-101

3.3.50.2 VB003 REPLACE THERMAL RELIEF VALVE13M-101

3.3.50.3 VB003 INSPECT PIPE PENETRATIONS13M-101

3.3.50.4 VB003 DECOMMISSION DRAIN PIPING AND DEMOLISH TANK13M-101

3.3.51.1 VB004 INSPECT PIPE PENETRATIONS14M-101

3.3.51.2 VB004 REPLACE CONCRETE SADDLE SUPPORTS14S-101

3.3.62.1 PIPELINE CONDUCT THERMAL RELIEF STUDY-

3.3.62.2 PIPELINE PROVIDE LABELING ON PIPING0A-101

3.3.62.3 FSCW3 EXTEND VENT HEIGHT12M-102

3.3.62.4 FSCW3 PROVIDE EMERGENCY VENTING12M-102

3.3.62.6 CTF3C EXTEND VENT HEIGHT7M-101

3.3.62.7 CTF3C PROVIDE EMERGENCY VENTING7M-101

3.3.62.9 CTF3C REPAIR TANK SUPPORTS9S-101

3.3.62.10 304 EXTEND VENT HEIGHT3M-101

3.3.62.11 304 REPLACE CARBON STEEL COMPONENTS 3M-101

3.3.62.15 CTF3C REMOVE SIGHT FLOW INDICATOR7M-101

3.3.62.16 PIPELINE REPLACE LONG STUDS AT VALVES0M-101

3.4.13.1 303 PAINT OVERHEAD DOOR2A-101

3.4.13.2 303 REPAIR DOOR OPERATOR2A-101

3.4.33.1 C3001 ADD GUARDPOSTC-507

3.4.33.2 C3001 ADD CONCRETE DRIP PAD5S-101

3.4.33.3 C3001 PAINT ENTRANCE STRUCTURE5A-101

3.4.34.1 C3002 REPLACE PIT COVER6A-101

3.4.34.2 C3002 PAINT DOOR FRAME6A-101

3.4.34.4 C3002 PAINT ENTRANCE STRUCTURE6A-101

3.3.44.2 FSCW3 REPLACE PRESSURE SAFETY VALVES12M-101

3.2.52.3 VB005 PROVIDE LIGHTNING PROTECTION15E-101

ITEM NO TAG FACILITY WORK DESCRIPTIONSHEET NO

3-50

3-51

3-52

3-53

3-54

3-55

3-56

3-57

3-58

3-59

3-60

3-61

3-62

3-63

3-65

3-66

3-67

3-68

3-69

3-70

3-71

3-72

3-73

3-74

3-75

3-76

3-77

3-78

3-79

3-82

3-83

3-84

3-85

3-86

3-87

3-88

3-89

3-91

3-92

3-93

3-94

3-95

3-96

3-97

3-98

3-64

3-80

3-81

3-90

3-80* OCCURS THROUGHOUT CTF 3

3-81* OCCURS THROUGHOUT CTF 3

3-90* OCCURS THROUGHOUT CTF 3

OH302 (NORTH CANOPY

FOR TRUCK LOADING)

OH303 (MIDDLE CANOPY

FOR TRUCK LOADING)

OH304 (SOUTH CANOPY

FOR TRUCK LOADING)

3-102

STAIRS &

PLATFORM

3-104

3-103

GUTTERS

3-105 3-106

3-107

3-108 3-109

3-110

3-112

GUTTERS

3-111

3-1133-1143-115

3-1163-1173-118

3-120 3-121 3-122

3-123 3-124

3-125 3-126 3-127

3-128 3-129

3-130

STAIRS

3-131

OWS

3-132

AST

3-1333-134

3-135

LPD PIT

CTF3A

SHC3

FSCW3

TH305

CTF3B

CTF3C

VB5

VB4

VB3

C3001

C3002

3-100

VAULT

3-101

3-119

3-136

VAULT

X-XXX DEFICIENCY/WORK TAG

CHAIN LINK PERIMETER FENCE LINE

LEGEND

VAULT WORK WITHIN TANK VAULT

PRT PRODUCT RECOVERY TANK

AST ABOVE GROUND STORAGE TANK

VB VALVE BOX VAULT

IND LEVEL INDICATOR

PIT COVER PLATEPIT CVR

CATHODIC PROTECTION CONTROL STATIONCP STA

CONTROL STATIONCTRL STA

POST INDICATOR DRAIN VALVEPIDV

EMERGENCY FUEL SHUT-OFFEFSO

OIL WATER SEPARATOROWS

PIPELINE PIGPIGL

5 4 3 2 1

US Army Corps of Engineers

Japan District

SHEET ID

C H

T A

N K

M S

1, , O

A, J

N U

.S . A

R M

T, J

C O

O F

O A

G R

O U

R N

S T.

, S U

H O

N O

, H I 9

D E

N E

D B

D W

N B

S U

B M

E D

B Y

P L

O T

S C

A L

E N

A M

D R

A W

C O

D E

L O

T D

A T

C K

D B

C O

N T

R A

C T

N O

S O

N N

S U

B M

A L

D A

T E

D E

S C

N M

A R

K D

A T

2H V2

2H V-

-D

-0

As in di ca te d 4/7

/20

:24

:31 A

G-006

D W

C F

S R

R S

O N

C H

R M

C H

R M

C H

F W

O R

G -0

W G

PLAN NORTH

NTSA2

CHIMUWAN TANK FARM 3

3.4.34.6 C3002 ADD STAIR HANDRAIL6A-101

3.4.34.7 C3002 INVESTIGATE LEAK REPAIR6S-101

3.4.44.1 FSCW3 REPLACE STAIRS AND PLATFORMS12A-101

3.4.45.1 OH302 REPLACE GUTTER SECTIONS7A-101

3.4.45.2 OH302 CUT EXPOSED ANCHORS7S-101

3.4.45.3 OH302 RELOCATE CONDUIT PENETRATION

7S-101 / 7E-101

3.4.45.4 OH302 CUT ABANDONED CONDUITS

7S-101 / 7E-101

3.4.45.5 OH302 REPLACE GUTTER SECTIONS7A-101

3.4.46.1 OH303 CUT EXPOSED ANCHORS8S-101

3.4.46.2 OH303 RELOCATE CONDUIT PENETRATION8E-101

3.4.47.1 OH304 ADD GUARDPOST9A-101

3.4.47.2 OH304 UPGRADE GUARDRAIL SYSTEM9A-101

3.4.47.3 OH304 REPLACE GUTTER SECTIONS9A-101

3.4.50.1 VB003 ADD TOEBOARDS13A-101

3.4.50.2 VB003 PROVIDE RAILING AROUND PLATFORM13A-101

3.4.50.3 VB003 PAINT PLATFORM FRAMING13A-101

3.4.50.4 VB003 COVER CUT OUT IN GRATING13A-101

3.4.50.6 VB003 REPLACE JOINT SEALANT13S-101

3.4.50.7 VB003 REPLACE HINGES AND PAINT COVER13A-101

3.4.51.2 VB004 REPLACE SIGN14A-101

3.4.51.3 VB004 PROVIDE RAILING AROUND PLATFORMS AND STAIRS14A-101

3.4.51.4 VB004 REPLACE GROUT PAD14S-101

3.4.51.5 VB004 ADD TOEBOARDS14A-101

3.4.52.1 VB005 PAINT VAULT15A-101

3.4.52.2 VB005 REPAIR AND PATCH WALL PENETRATIONS15A-101

3.4.52.3 VB005 ADD TOEBOARDS15A-101

3.4.52.4 VB005 PROVIDE RAILING ALONG PLATFORM15A-101

3.4.52.5 VB005 PAINT STAIR FRAMING15A-101

3.4.62.1 OH303 REPLACE STAIR RAILINGC-508

3.4.62.2 CW301 PAINT STRUCTURE AND RAILING10A-101

3.4.62.4 304 REPLACE GRATING CLIPS3A-101

3.4.62.5 304 ADD TOEBOARDS AROUND PLATFORM3A-101

3.4.62.6 304 REPAINT VENT PIPE3A-101

3.4.62.7 304 PROVIDE CONTAINMENT SLAB3S-101

3.4.51.1 VB004 PAINT VAULT EXTERIOR14A-101

ITEM NO TAG FACILITY WORK DESCRIPTIONSHEET NO

3-100

3-101

3-102

3-103

3-104

3-105

3-106

3-107

3-108

3-109

3-110

3-111

3-112

3-113

3-114

3-115

3-116

3-118

3-119

3-120

3-121

3-122

3-123

3-124

3-125

3-126

3-127

3-128

3-129

3-130

3-131

3-132

3-133

3-134

3-135

3.4.63.1 C3001 REPAIR WATER INTRUSION LEAK5S-1013-136

3-117 3.4.50.5 VB003 REPAIR DRAIN SUMP EDGE13S-101

PAVED PARKING

C3002

C3001390

CTF3B

CTF3C

SHC3

CTF3A

VB#3

VB#4

VB#5

TH305

VB#8

EXST C

N C

ETE R

CONC OPEN STORAGE YARD

VB NO1VB NO2

TH308

UNPAVED PARKING

CONC

117120

VB#10

VB#12

VB#13

TH111

VB#14

TH114

C1006

C1002

C1003

C1005

VB#13A

VB#13B

C1004

UNPAVED PARKING

CONC

PV117

VB#11

118A

TH112

113A

D P

PAVED PARKING

OH200

VB#7

C2002

C2004

C2005 C2001

TH201

TH206

VB7A

VB6

PV308

VB#9

S20

S15 S16

LEAK.DH

BOX

1-1

1-2

1-3

1-4

1-5

1-6

1-7

1-8

1-9

1-10

1-11

1-12

1-13

LEAK.DH

C2-1

C2-2

C2-3

C2-4

C2-5

C2-6

C2-7

C2-8

C2-9

C2-10

C2-11

C2-12

C2-13

C2-14

C2-15

TMH

LEAK.DH

V-101

NOT TO SCALE

KEY PLANA3

TANK FARM #1

TANK FARM #2

TANK FARM #3

V-102

CAMP COURTNEY

US Army Corps of Engineers Japan District

SHEET ID

U .S

. A R

M Y

R D

T, J

O R

A P

D W

N B

D B

D R

G C

O D

O T

B Y:

C O

N O

N N

L D

C R

O N

K D

G U

- E C

O .,L

2H V-

-D

-0

S H

O W

C H

R M

S 1, , O

A, J

D W

C F

S R

R S

O N

C H

R M

IKE

N A

HIT

L EN

GIN

RIN

G C

O.,LT

3- 2-

, G

O W

Y, O

A, J

-2

2H V2

C3002

C3001390

CTF3B

CTF3C

SHC3

CTF3A

VB#3

VB#4

VB#5

TH305

N=43650

N=43680

N=43710

N=43740

N=43770

N=43800

N=43830

N=43860

N=43890

N=43920

N=43950

N=43980

N=44010

N=44040

LEAK.DH

BOX

GRAPHIC SCALE

35041.963

24.957

27.061

ELEVATION

201 43965.620

43812.939

43940.404

35130.677

35044.971

43917.739

43885.431

35058.444

35083.728

26.750

26.250

COORDINATES

X(N)

27.841

No.

25.82535106.77643854.654404

(BASED ON JGD 2011 ZONE 15 DATUM)

CONTROL POINTS SUMMARY TABLE

DESCRIPTION(METER)

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 CHIMUWAN TANK FARM AREA 3, OKINAWA, JAPAN.

3. DATE OF TOPOGRAPHIC SURVEY: FROM OCTOBER 2022 .

4. 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.

G R

U R

-T

R M

C O

O L

U M

V-102

TOPOGRAPHIC SURVEY PLAN-TANK FARM #3A4

NOTES:

Y(E)

"+"CUT AND METAL NAIL INSTALLED ON CONCRETE

WITH BLUE PAINT AROUND.

METAL NAIL INSTALLED

ON ASPHALT WITH BLUE PAINT AROUND.

"+"CUT AND METAL NAIL INSTALLED ON CONCRETE

WITH BLUE PAINT AROUND.

METAL NAIL WITH BLUE PLASTIC CAP INSTALLED

ON ASPHALT WITH BLUE PAINT AROUND.

METAL NAIL WITH BLUE PLASTIC CAP INSTALLED

ON ASPHALT WITH BLUE PAINT AROUND.

METAL NAIL WITH BLUE PLASTIC CAP INSTALLED

ON ASPHALT WITH BLUE PAINT AROUND.

40.02535268.26043932.481405 METAL NAIL WITH BLUE PLASTIC CAP INSTALLED

ON ASPHALT WITH BLUE PAINT AROUND.

39.633 35312.51343826.567406 METAL NAIL WITH BLUE PLASTIC CAP INSTALLED

ON ASPHALT WITH BLUE PAINT AROUND.

23.02635231.26043679.170407 METAL NAIL WITH BLUE PLASTIC CAP INSTALLED

ON CONCRETE WITH BLUE PAINT AROUND.

35303.34843724.676408 METAL NAIL WITH BLUE PLASTIC CAP INSTALLED

ON ASPHALT WITH BLUE PAINT AROUND.

36.27135379.50443775.572409 METAL NAIL WITH BLUE PLASTIC CAP INSTALLED

ON ASPHALT WITH BLUE PAINT AROUND.

100m50100 1 : 1000

1 : 1000

US Army Corps of Engineers Japan District

SHEET ID

U .S

. A R

M Y

R D

T, J

O R

A P

D W

N B

D B

D R

G C

O D

O T

B Y:

C O

N O

N N

L D

C R

O N

K D

G U

- E C

O .,L

2H V-

-D

-0

S H

O W

C H

R M

S 1, , O

A, J

D W

C F

S R

R S

O N

C H

R M

IKE

N A

HIT

L EN

GIN

RIN

G C

O.,LT

3- 2-

, G

O W

Y, O

A, J

-2

2H V2

GENERAL NOTES:

1. THE CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITY LINES

WITH BASE UTILITY OFFICE THROUGH THE CONTRACTING OFFICER BEFORE

ANY EXCAVATION WORK IS STANDARD.

2. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION DURING EXCAVATION

WORK. ANY UTILITY DAMAGE TO KNOWN UTILITY RESULTING FROM THE

CONTRACTOR'S EXCAVATION GOVERNMENT.

3. DEMOLITION AND REMOVAL WORKS SHALL COMPLY WITH LOCAL HAULING,

DISPOSAL AND SAFETY REGULATIONS.

4. PROTECT EXISTING WORKS TO REMAIN IN PLACE. EXISTING CONDITIONS THAT

ARE DAMAGED AND ARE NOT INCIDENTAL TO THE WORKS REQUIRED IN THIS

PROJECT SHALL BE RESTORED TO ORIGINAL CONDITION WITHOUT

ADDITIONAL COAST TO THE GOVERNMENT.

5. TOPOGRAPHIC SURVEY WAS PERFORMED BY GUSHIKEN-G70 JV FROM

SEPTEMBER-NOVEMBER JULY 2022.

6. EXISTING SURFACE CONDITIONS, INCLUDING BUT NOT LIMITED TO PAVEMENT,

SIDEWALKS AND EXISTING UTILITIES WHICH MAY OR MAY NOT BE SHOWN ON

DRAWINGS, THAT ARE DISTURBED BY CONTRACTOR'S OPERATIONS, SHALL BE

RESTORED TO A CONDITION SATISFACTORY TO THE CONTRACTING OFFICER

AND SHALL MATCH EXISTING ADJACENT SURFACES.

7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN ON THE PLANS

PRIOR TO START OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE

ATTENTION OF THE CONTRACTING OFFICER.

8. IN THE EVENT THAT ANY CHANGES IN ALIGNMENT OR GRADE ARE REQUIRED

DUE TO UNFORESEEN CONFLICT WITH OTHER UNDERGROUND UTILITIES, THE

CONTRACTOR SHALL INFORM THE CONTRACTING OFFICER OF SUCH

CONFLICT. NO CHANGES IN ALIGNMENT OR GRADE SHALL BE MADE WITHOUT

THE APPROVAL OF THE CONTRACTING OFFICER IF NOT SHOWN ON PLANS.

9. ALL GASKETS, THERMAL SYSTEM INSULATION, CAULKING (TO INCLUDE

CONCRETE/ASPHALT JOINT SEALANTS), PENETRATION SEALANTS, MASTICS,

CONCRETE SKIM COATS, WALL PLASTER, WATERPROOFING/ROOFING

MEMBRANES, OR OTHER SUSPECT MATERIALS, SHALL BE ASSUMED TO

CONTAIN >0.1% ASBESTOS. CONTRACTOR SHALL FOLLOW THE

REQUIREMENTS OF SPECIFICATION SECTION 02 8300 FOR REMOVAL,

HANDLING, AND DISPOSAL.

10. UNLESS SAMPLED AND TESTED, ALL PAINTS AND COATINGS FOUND ON SITE

ARE ASSUMED TO CONTAIN LEAD, CADMIUM, AND CHROMIUM. CONTRACTOR

SHALL FOLLOW THE REQUIREMENTS OF SPECIFICATION SECTION 02 83 00 TO

ENSURE WORKER SAFETY FOR ACTIVITIES THAT MAY EXPOSE WORKERS TO

DUST CONTAINING LEAD, CADMIUM, AND CHROMIUM.

N O

S, A

O N

A N

D L

C-001

2ND

ARCH

CIP

CONC

dia, Ø, DIA

DIP

DMH

DWG

ELEC

EMH

EXIST

JIS

L m

MAX

MIN

NO, #

POC

PVC

RCP

SMH

THK

TYP

VERT

W W/

AND

DEGREES

PERCENT

SECOND

ASPHALT CONCRETE

ARCHITECTURAL

CAST IRON PIPE

CONCRETE

CONCRETE PIPE

DIAMETER

DUCTILE IRON PIPE

DRAINAGE MANHOLE

DRAWING

ELEVATION

ELECTRICAL

ELECTRICAL MANHOLE

EXISTING

FIRE HYDRANT

GRADE LINE, GROUND LEVEL

HIGH, HEIGHT

JAPANESE INDUSTRIAL STANDARDS

LENGTH

METER

MAXIMUM

MINIMUM

MILLIMETER

NORTH

NEWTON PER SQUARE MILLIMETER

NUMBER

ON CENTER

POINT OF CONNECTION

POLYVINYL CHLORIDE

REINFORCED CONCRETE PIPE

SEWER MANHOLE

TELEPHONE LINE

THICK

TYPICAL

VERTICAL

WIDTH, WATER

WITH

N/mm2

ABBREVIATION:

CONCRETE SIDEWALK

BLDG/STRUCTURE

AC PAVEMENT

BLDG

SODDING AREA

CONCRETE CURB

& GUTTER

165CONTOUR LINE

LIGHTING POLE

FENCE & GATE

GUARDRAIL

PAVEMENT MARKING

SPOT ELEVATION 165.00

CATCH BASIN

DRAINAGE MANHOLE

DMH

GUTTER INLET

GATE VALVE & FIRE

HYDRANT

CONC U-DITCH W/ GRATING

DRAINAGE LINE

EMH

TMH

ELECTRICAL MANHOLE/LINE

TELEPHONE MANHOLE/LINE

WATER LINE

TMH

FIRE WATER LINE

EXST DESCRIPTION NEW

SDx

HOR HORIZONTAL

TMH TELEPHONE MANHOLE

LEGEND:

TREE

STONE FLAGGED DITCH

SEWER LINE SSx

SEWER MANHOLE

SMH

US Army Corps of Engineers Japan District

SHEET ID

U .S

. A R

M Y

R D

T, J

O R

A P

D W

N B

D B

D R

G C

O D

O T

B Y:

C O

N O

N N

L D

C R

O N

K D

G U

- E C

O .,L

2H V-

-D

-0

S H

O W

C H

R M

S 1, , O

A, J

D W

C F

S R

R S

O N

C H

R M

IKE

N A

HIT

L EN

GIN

RIN

G C

O.,LT

3- 2-

, G

O W

Y, O

A, J

-2

2H V2

C3002

C3001390

CTF3B

CTF3C

SHC3

CTF3A

VB#3

VB#4

VB#5

TH305

GRAPHIC SCALE

C-101SITE PLANA3 100m50100 1 : 1000 1 : 1000

ITEM NOTAG FACILITY WORK DESCRIPTIONSHEET NO

3.1.24.1 30FN3 REPLACE CORRODED PERIMETER FENCE3C-501, 5023-1

3.1.24.2 30FN3 REPLACE CORRODED GATE COMPONENTS3-2

SEAL AND PATCH ASPHALT PAVEMENTS3.1.26.1 300R13C-5013-3

3.1.50.1 30FN3 REPLACE CORRODED PERIMETER FENCE AND GATE3C-502

3.1.51.1 30FN3 REPLACE CORRODED PERIMETER FENCE AND GATE

COMPONENTS

3C-503

3-16

3-17

US Army Corps of Engineers Japan District

SHEET ID

U .S

. A R

M Y

R D

T, J

O R

A P

D W

N B

D B

D R

G C

O D

O T

B Y:

C O

N O

N N

L D

C R

O N

K D

G U

- E C

O .,L

2H V-

-D

-0

S H

O W

C H

R M

S 1, , O

A, J

D W

C F

S R

R S

O N

C H

R M

IKE

N A

HIT

L EN

GIN

RIN

G C

O.,LT

3- 2-

, G

O W

Y, O

A, J

-2

2H V2

5 4 3 2 1

SEE ENLARGED SITE PLAN-1

CLEAN AND SEAL

AC PAVEMENT L=36.0m±REPLACE DAMAGED AC

PAVEMENT 37.5 m2±

REPLACE PERIMETER FENCE TOTAL L=1169.0m±

CLEAN AND SEAL AC PAVEMENT TOTAL L=66.0m±3-3

3-1

REPLACE PERIMETER

FENCE L=356.7m±

REPLACE PERIMETER

FENCE L=23.2m±

REPLACE PERIMETER

FENCE L=150.7m±

REPLACE PERIMETER

FENCE L=71.2m±

REPLACE PERIMETER

FENCE L=69.9m±

REPLACE PERIMETER

FENCE L=53.5m±

REPLACE PERIMETER

FENCE L=24.3m±

REPLACE PERIMETER

FENCE L=59.6m±

REPLACE PERIMETER

FENCE L=43.2m±

REPLACE PERIMETER

FENCE L=56.1m±

REPLACE PERIMETER

FENCE L=6.9m±

REPLACE PERIMETER

FENCE L=97.7m±

REPLACE PERIMETER

FENCE L=156.0m±

3-3

CLEAN AND SEAL

AC PAVEMENT L=30.0m±

3C-501, 502

SEE ENLARGED SITE PLAN-2

SEE ENLARGED SITE PLAN-3

SEE ENLARGED SITE PLAN-4

SEE ENLARGED SITE PLAN-5

SEE ENLARGED SITE PLAN-6

SEE ENLARGED SITE PLAN-7

SEE ENLARGED SITE PLAN-8

SEE ENLARGED SITE PLAN-9

SEE ENLARGED SITE PLAN-10

SEE ENLARGED SITE PLAN-11

SEE ENLARGED SITE PLAN-12

3-1

3-3

3-2

SEE ENLARGED SITE PLAN-13

3-16

3-17

3-1

NOTE:

1. REMOVE AND REINSTALL EXIST POST SIGNAGES ATTACHED TO THE CHAIN

LINK FENCE.

2. ALL DAMAGED AREAS INCLUDING ALL UNPAVED AREA WITHIN THE GRADING

LIMITS SHALL RESTORE TO ITS ORIGINAL CONDITION OR BETTER. USE

KOURAI-SHIBA TURF AS SOD FOR FASTER ESTABLISHMENT PERIOD.

3. THE INSTALLATION DISTANCE OF THE TEMPORARY FENCE SHALL BE 30M,

AND THE CONSTRUCTION SITE SHALL BE INSTALLED ACCORDING TO THE

SITE CONDITIONS, AND SHALL BE CONFIRMED BY THE BASE SECURITY.

ALSO, PLEASE REUSE THE TEMPORARY FENCE. SEE SHEET C-509DRAFT

NOT TO SCALE

AC PAVED TRANSITION CONNECTION DETAIL (CTF #3)B5

INITIAL SAW CUT

AC PAVEMENT

PRIME COAT

SUBGRADE

EXIST AC

PAVEMENT

EXIST BASE

COURSE

2ND SAW CUT

AND APPLY

TACK COAT

NOTE:

AFTER REMOVING THE AC PAVEMENT, REPLENISH THE BASE COURSE

MATERIAL AS NECESSARY TO ADJUST THE UNEVENNESS OF THE BASE

COURSE

32.439

32.305

32.051

32.459

31.788

31.589

31.833

32.035

31.896

30.642

30.864

30.897

31.495

30.738

30.612

ENLARGED SITE PLAN-1C5

REPLACE DAMAGED AC

PAVEMENT 37.5 m2±

TO MATCH EXIST GRADE X=43879.818

Y=35175.829

X=43882.399 Y=35174.115

X=35165.638 Y=34598.876

X=43875.272 Y=35164.007

ENLARGED SITE PLAN-2C2

ENLARGED SITE PLAN-3B3 ENLARGED SITE PLAN-4B2

ENLARGED SITE PLAN-5A3 ENLARGED SITE PLAN-6A2

EMH

27.290

27.278

27.32927.340

27.348

27.441

27.419

27.339

27.419

28.000

27.729

27.459

27.503

27.426 27.538

27.57227.448

27.418

27.320 27.453

27.489 27.452

27.418 27.41727.524

27.366

28.06828.048

28.046

27.427

27.345

27.415 27.316

27.211

27.449

27.460

27.483

27.487

27.490

27.567

27.62027.64027.65127.668

27.705 27.698

27.650

27.606

27.680

27.851

27.65428.078

27.666

27.650

27.49027.534 27.559 27.353

27.655 27.641

27.329

27.41627.533

27.507

27.467

27.421

27.394

27.368

27.381

27.439 27.397

27.444 27.479

27.500

27.572

27.560 27.560

27.619

27.576 27.581

27.479 27.500

27.431

27.49927.57427.561 27.468

DOUBLE SWING GATE (7.3m)

SECURITY FENCE AND

CONCRETE POST

TO MATCH EXIST LOCATION

SEE SHEET C-504

300 W x

27.218

27.116

27.115

27.038

27.134

26.994

27.045

27.039

27.208 26.979

26.919

26.866

26.879

27.044

27.914

27.961

27.522 27.383

27.139 27.064

DOUBLE SWING GATE (7.3m)

26.677

26.56026.665

26.850 26.716

26.756

26.652

26.751 26.784

26.55826.74226.74726.755 26.812

26.506

27.107 26.903

26.899

26.923

26.842

26.815

26.749

26.715

26.702

26.687

26.702

26.686

26.852

26.710

26.661

SECURITY FENCE AND

CONCRETE POST

TO MATCH EXIST LOCATION

SEE SHEET C-504

DOUBLE SWING GATE (8.5m)

SECURITY FENCE AND

CONCRETE POST

TO MATCH EXIST LOCATION

SEE SHEET C-504

25.984

25.869 SD

SDx

SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx

EEE

DMH

25.868

25.584

25.96125.921

25.830

25.865 25.728

25.765 25.592

25.341 25.305 25.269

25.346

25.205

25.298

25.247

25.419

25.297

25.468

25.796

25.760

25.686

25.749 25.847

25.891

25.912 25.836

25.482

25.847 25.184

25.547 25.285

25.228 25.274

25.316

25.238 25.205

25.214

25.234

25.262

25.216 25.111

25.159

25.189

25.102

N N

DOUBLE SWING GATE (7.3m) DOUBLE SWING GATE (7.3m)

SECURITY FENCE AND

CONCRETE POST

TO MATCH EXIST LOCATION

SEE SHEET C-504

1 : 100

1 : 100 1 : 100

NOTE: ALL MEASUREMENTS ARE IN MILLIMETERS

UNLESS OTHERWISE SPECIFIED.

NOTE: ALL MEASUREMENTS ARE IN MILLIMETERS

UNLESS OTHERWISE SPECIFIED.

CLEAN AND

REMOVE DEBRIS

AND VEGETATION

SEAL,

(MIX 2 LIQUIDS, SPECIAL

ASPHALT EMULSION AND

CURING AGENT MADE OF

REACTIVE RESIN)

NOT TO SCALE

SEAL AC PAVEMENT DETAILA5

C-505 A3

3-3

3-1 3-2

3-1 3-2 3-1 3-2

0F N

- R

R S

C-501

10m510 1 : 100

GRAPHIC SCALE

3C -5

W G

US Army Corps of Engineers Japan District

SHEET ID

U .S

. A R

M Y

R D

T, J

O R

A P

D W

N B

D B

D R

G C

O D

O T

B Y:

C O

N O

N N

L D

C R

O N

K D

G U

- E C

O .,L

2H V-

-D

-0

S H

O W

C H

R M

S 1, , O

A, J

D W

C F

S R

R S

O N

C H

R M

IKE

N A

HIT

L EN

GIN

RIN

G C

O.,LT

3- 2-

, G

O W

Y, O

A, J

-2

2H V2

VB#3

36.978

37.071

36.925

37.078 36.941

36.82336.936

37.079

37.239

37.543

37.416

37.803

37.700 37.558

37.51237.697

37.445

37.561

37.169

37.07837.247

36.926 37.100

37.244

37.043

37.253

37.290

37.347 37.327

37.239

37.721 37.668 37.737

37.219

37.309

37.267

37.462

37.209

37.365

37.527

37.680

37.588 37.663

37.402 37.722

35.716 35.813

35.679

35.572 35.91535.756

36.01035.951 34.281

34.694

34.642 35.450

35.919 35.943

35.862 35.82135.521

35.828

35.85135.558 35.852

35.939

37.957 37.949 37.934

37.950 37.848

37.895

38.035

38.038

38.027 38.024

38.003

37.95737.98737.950

38.008

37.997

37.990

38.006 37.955

36.012

35.692 35.98736.035

35.974 35.956

36.156 36.071

35.950

35.911

35.688

35.37234.332

34.278 35.174

34.924 34.234

37.100

23.276 23.240

23.249 23.214 23.228

23.370 23.333

23.349

23.346 23.382

23.205

23.202 23.168

23.234

23.305 23.193

23.145 23.081

23.14923.124

23.132 23.126 23.248

23.28823.233

EMH

VB♯5

22.960

22.826

23.052

23.184

23.102

23.070 23.282

23.323

22.462

22.625

22.594

21.705

23.150

23.180 23.348

22.875 22.627

22.596

23.07323.058 23.057

23.393

23.162

23.177

23.056

23.058

23.067

22.999

22.817

23.032

23.003

ENLARGED SITE PLAN-7D5 ENLARGED SITE PLAN-8D2

ENLARGED SITE PLAN-9B5

ENLARGED SITE PLAN-10A5

ENLARGED SITE PLAN-11B2

ENLARGED SITE PLAN-12A2

SDx SDx SDx SDx SDx SDx SDx SDx

LP 24.302

24.42924.543

24.262 24.322

24.354

24.273

23.955

23.662

24.152

23.414 24.164

24.154 24.250

24.205

24.245

24.078

24.131

24.184

24.201

24.184 23.399

22.86224.243

DOUBLE SWING GATE (7.3m)

DOUBLE SWING GATE (6.0m)

DOUBLE SWING GATE (4.0m)

SECURITY FENCE AND

CONCRETE POST

TO MATCH EXIST LOCATION

SEE SHEET C-504

SECURITY FENCE AND

CONCRETE POST

TO MATCH EXIST LOCATION

SEE SHEET C-504

SECURITY FENCE AND

CONCRETE POST

TO MATCH EXIST LOCATION

SEE SHEET C-504

DOUBLE SWING GATE (8.0m)

SECURITY FENCE AND

CONCRETE POST

TO MATCH EXIST LOCATION

SEE SHEET C-504

SECURITY FENCE AND

CONCRETE POST

TO MATCH EXIST LOCATION

SEE SHEET C-504

PEDESTRIAN GATE (1.8m)

CAMP COURTNEY

EXIST SECURITY

FENCE TO REMAIN

1 : 100 1 : 100

1 : 100

NOTE: ALL MEASUREMENTS ARE IN MILLIMETERS

UNLESS OTHERWISE SPECIFIED.

NOTE: ALL MEASUREMENTS ARE IN MILLIMETERS

UNLESS OTHERWISE SPECIFIED.

SECURITY FENCE AND

CONCRETE POST

TO MATCH EXIST LOCATION

SEE SHEET C-504

C-505 A3

C-503 B2

C-505 A3

3-1 3-2

3-16

1, 0F N

D V

R S

C-502

10m510 1 : 100

GRAPHIC SCALE

3C -5

W G

US Army Corps of Engineers Japan District

SHEET ID

U .S

. A R

M Y

R D

T, J

O R

A P

D W

N B

D B

D R

G C

O D

O T

B Y:

C O

N O

N N

L D

C R

O N

K D

G U

- E C

O .,L

2H V-

-D

-0

S H

O W

C H

R M

S 1, , O

A, J

D W

C F

S R

R S

O N

C H

R M

IKE

N A

HIT

L EN

GIN

RIN

G C

O.,LT

3- 2-

, G

O W

Y, O

A, J

-2

2H V2

EMH

VB#4

ETP

PROP

23.55923.434

23.48323.473 23.546

23.650

23.613

23.57323.418

23.359 23.551

23.357

23.325 23.400

22.639

22.169

22.11122.524

23.283

22.258

21.889

23.412

22.376

22.011 21.779

21.635

21.875 22.353

22.838

23.902 23.610

23.804

23.746

23.646

23.570

25.793

25.68724.906

23.870

24.141 24.056

24.074

23.921

23.994

23.661

23.759

23.639

23.509

22.760

22.150

21.884 21.98922.473

22.052 21.916

23.920

24.209

23.518

23.362

23.309

22.964

22.848 22.719

22.535 22.342

22.152 22.056

21.850

22.12022.258

22.44722.563

22.897 23.034

24.19524.003

23.938 24.088

23.87723.458

23.952

23.964

22.955

23.547 23.524

23.136

22.206

22.252

23.061 23.046 23.078

22.537

22.348 22.273

22.302 22.348

24.039

22.55622.553

23.73323.931

23.986

23.586 23.209

23.579

23.78824.164 23.427

23.751

23.989 23.706

24.008

24.57724.232 23.930

24.205

24.48824.185 24.50124.938

24.432

24.610 24.384

22.043

22.305

22.226

22.43422.306

22.824

22.292

22.040

ENLARGED SITE PLAN-13A4

FENCE FABRIC

CHAIN LINK

TENTION BAR

PART NAMES MATERIALS

SS400

JISG3552

4.5x25x1,500

Ø114.3x4.5

STK400

JISG3444

JISG3101

HDZ45

JISH8641

HDZ45

JISH8641

STANDARD PART ID COATINGNO.

GATE POST

Ø60.5x2.3

JISG3444

STK400

JISH8641

BOTTOM PIPES

GATE SIDE, TOP &

HDZ40

HINGE FB6x100

JISG3194

SS400

JISH8641

HDZ55

BARBED WIRE JISG3533

DIMENSION

Ø4x50mm

Ø2.6mm

Ø19x3050

GROUNDING

3-Ø2.6

LINE BARBED WIRE

0 60

GRAVEL BASE

(CRUSHER-RUN, C-40)

CONC (21N/mm2)

NOT TO SCALE

PEDESTRIAN GATE DETAILB2

Ø114.3 x 4.5T POST

Ø16

Ø60.5x2.3mm

TOP RAIL

Ø60.5x2.3mm

BOTTOM RAIL

FINISH PAINT

COLOR SHALL BE

BROWN, JPMA

09-30D

WIRE MESH

Ø4x50x50, GALVANIZE

400g/m2

GALVANIZE

400g/m2

DOUBLE SWING GATE (6.0m)

SECURITY FENCE AND

CONCRETE POST

TO MATCH EXIST LOCATION

CAMP COURTNEY

EXIST SECURITY FENCE TO

REMAIN

SECURITY FENCE L=38980±

SECURITY FENCE L=21040±

1 : 100

100 700x700 100

900x900

NOTE: ALL MEASUREMENTS ARE IN MILLIMETERS

UNLESS OTHERWISE SPECIFIED.

NOTE: ALL MEASUREMENTS ARE IN MILLIMETERS

UNLESS OTHERWISE SPECIFIED.

C-504 A4

C-505 A3

3-17

D V

R S

C-503

10m510 1 : 100

GRAPHIC SCALE

3C -5

W G

US Army Corps of Engineers Japan District

SHEET ID

U .S

. A R

M Y

R D

T, J

O R

A P

D W

N B

D B

D R

G C

O D

O T

B Y:

C O

N O

N N

L D

C R

O N

K D

G U

- E C

O .,L

2H V-

-D

-0

S H

O W

C H

R M

S 1, , O

A, J

D W

C F

S R

R S

O N

C H

R M

IKE

N A

HIT

L EN

GIN

RIN

G C

O.,LT

3- 2-

, G

O W

Y, O

A, J

-2

2H V2

NOTE: ALL MEASUREMENTS ARE IN MILLIMETERS

UNLESS OTHERWISE SPECIFIED.

NOTE: ALL MEASUREMENTS ARE IN MILLIMETERS

UNLESS OTHERWISE SPECIFIED.

GLGL GL GL

Ø300

GALV BARBED

WIRE W/ 6MM

GALVANIZED

HOOK BARS

NEW ASPHALT

PAVEMENT/GRASS

AREA WHERE

SHOWN ON

PLAN

D12@150 OC

2-D22

PRECAST CONCRETE

(24N/mm²)

CAST-IN-PLACE

CONC FOUNDATION

(24N/mm²)

8 65

Ø300

ASPHALT

PAVEMENT/GRASS

AREA WHERE

SHOWN ON PLAN

STRETCHED TIE WIRE #12

EXIST OR NEW END POST

CONC POST @3000 (MAX)

TWO STRANDS OF #12

TIE WIRE SPACED @600

BETWEEN POST

Ø4x50mm

MESH FENCE FABRIC

IN ACCORDANCE W/

JIS G3552 AND JIS G 3547 SWMGS-7,

SILICON BRONZE U-BOLT

FENCE GROUNDING

#2 AWG. SOFT DRAWN

STRANDED B.C.

TINNED

#6 TENSION WIRE

WHERE BOTTOM

BRACE ARE INSTALLED

COPPER CLAD STEEL GROUND ROD

Ø19x3050 LONG W/ GROUND CLAMP

150 MIN.

SEE DETAIL

Ø42.7 BOTTOM PIPE, t=2.3

SEE DETAIL

PL-4.5x25

Ø42.7 DIAGONAL BRACE, t=2.3 LOCATION AT EVERY 19 SPAN OR 57.0m

AND AT CORNER/END POST

Ø42.7 TOP PIPE, t=2.3

SEE DETAIL

SEE DETAIL SEE DETAIL

3000 (MAX)3000 (MAX)

Ø42.7 BOTTOM BRACE,

t=2.3

(AS REQUIRED)

PIPE BRACE

CONNECTION

(AS REQUIRED)

END POST

(NEW OR EXIST

AS SHOWN)

PIPE BRACE

CONNECTION

BN M12

Ø42.7 BOTTOM PIPE, t=2.3

BN M12

50x50x6x90

#6 TENSION WIRE

WHERE BOTTOM BRACE

ARE NOT INSTALLED

3050 (MAX)

10 85 10

Ø42.7 DIAGONAL

BRACE, t=2.3

BN M12

L-50x50x6x90

#6 TENSION WIRE

WHERE BOTTOM BRACE

ARE INSTALLED

Ø42.7 BOTTOM PIPE

t=2.3

PIPE BRACE

CONNECTION

Ø42.7 TOP RAIL, t=2.3

PIPE BRACE

CONNECTION

PIPE BRACE CONNECTION

M12

EXPANSION

JOINT

BN M12

PL-4.5x25

Ø42.7 TOP PIPE, t=2.3

GRACE LUBRICATED

MORTAR FILLED

M12

EXPANSION

JOINT (TYP)

PL-4.5x25

Ø42.7

DIAGONAL

BRACE, t=2.3

Ø42.7 TOP

PIPE, t=2.3

PIPE BRACE

CONNECTION

L-50x50x6x90

BN M12

NOTE: ALL METAL ITEMS EXCEPT AS OTHERWISE

SPECIFIED SHALL BE HOT DIPPED GALVANIZED

GENERAL NOTES:

1.FABRIC

CHAIN-LINK FABRIC SHALL BE HOT-DIP GALVANIZED OR HEAVY ZINC COATED

CONFORMING TO JIS G 3552, CLASS Z-GS7.

2.LINE & END POST

CONCRETE FOR LINE POSTS SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH

OF fc'=24N/mm2. REINFORCING STEEL SHALL CONFORM TO JASS 5 SUBPARAGRAPH

3.6 OR ACI 301 UNLESS OTHERWISE SPECIFIED.

3.POST SPACING

POSTS SHALL BE SPACED IN LINE OF FENCE WITH A MAXIMUM OF 3.0M CENTER TO

CENTER.

fc'=24N/mm2. CONCRETE FOOTING DIMENSION SHALL BE 300mmx300mm

4.POST SETTING

POSTS SHALL BE SET IN CONCRETE WHOSE COMPRESSIVE STRENGTH IS

fc'=24N/mm2. 1200mm DEEP FOR LINE POSTS AND CORNER POSTS.

5.TOP & BOTTOM RAIL

TOP & BOTTOM RAIL SHALL BE HOT-DIP GALVANIZED TUBULAR, 42.7mm DIAMETER.

6.FITTINGS

ALL FITTINGS ARE HOT-DIP GALVANIZED CASTINGS WROUGHT IRON.

7.BARBED WIRE

JIS G 3533 BWGS-7, AIOWA TYPE, BARB PITCH 100mm, DIAMETER 2.6mm ZINC

COATING CLASS 3. THREE (3) LINES BARB WIRES EACH COMPOSED OF TWO

STRANDS SHALL BE USED.

8.TOP OR BOTTOM TENSION WIRE

FABRIC SHALL BE BANDED TO THE TENSION WIRE W/ TIE WIRE AT 600mm MAX.

SPACING BETWEEN POST, PROVIDE ANCHOR WIRE AT 600mm MAX. SPACING

BETWEEN POST, PROVIDE ANCHOR CLIPS IN FENCE POST AT EACH ENDS OF ALL

STRAIGHT RUNS.

3000 (MAX) 3000 (MAX)

C-504 A5 C-504

A4 C-504 A2

C-504 A3

C-504 B3

AT END POST AND BRACED SPANS FRONT ELEVATION SIDE ELEVATION

TYPICAL FENCE ELEVATIONS

NOT TO SCALEC4

TYPICAL CONCRETE POST DETAILS

NOT TO SCALEB2

END POST/ BRACED SPAN PLAN

NOT TO SCALEB5 DETAILS

NOT TO SCALEB3

DETAILS

NOT TO SCALEA2DETAILS

NOT TO SCALEA3DETAILS

NOT TO SCALEA4DETAILS

NOT TO SCALEA5

CONCRETE POST AND FENCE DETAILS

NOT TO SCALEA4

1-D22

10mm CHAMFER

Ø12@150mm TIE BARS

2-D22 REINF BAR

POST SECTION

3-Ø2.6

LINE BARBED WIRE

3-Ø2.6

LINE BARBED WIRE

3, V

A N

D V

R S

C-504

3C -5

W G

US Army Corps of Engineers Japan District

SHEET ID

U .S

. A R

M Y

R D

T, J

O R

A P

D W

N B

D B

D R

G C

O D

O T

B Y:

C O

N O

N N

L D

C R

O N

K D

G U

- E C

O .,L

2H V-

-D

-0

S H

O W

C H

R M

S 1, , O

A, J

D W

C F

S R

R S

O N

C H

R M

IKE

N A

HIT

L EN

GIN

RIN

G C

O.,LT

3- 2-

, G

O W

Y, O

A, J

-2

2H V2

DOUBLE SWING GATE DETAILS

NOT TO SCALEA3

GATE HINGE DETAIL

FB100,

13.0mm THK

M16 BTNT W/

Ø18x2 BOLT HOLE

DIAMETER

OUTSIDE INSIDE

GATE LATCH PLATE DETAIL

LOCK PLATE

7.0mm THK PAD LOCK (TYP)

40 177

8 12

95 40

FB100, 13.0mm THK

SWING LATCH

PLATE,

7.0mm THK

M12mm BTNT W/ Ø13mmx2 BOLT

HOLE DIAMETER

PAD LOCK SHANK

HOLE 12mm

7.00mm THK

SLID-UP HANDLE

Ø16mm STEEL

PLUNGER ROD

Ø32x 3.2mm THK

PIPE SLEEVE

CAST-IN-PLACE

CONC FOUNDATION

(21N/mm²)

OUTSIDE INSIDE

GATE POST CAP,

HINGE

FB13x100

FRAME ATTACHMENT

TOP RAIL

WIRE MESH

Ø4.0x50x50

DIAGONAL

BRACE

Ø42.7x2.3

TURNBUCKLE

HINGE

FB13x100

FB 4.5x25

GATE POST STK400

Ø267.4x6.0

CAST-IN-PLACE

CONC FOUNDATION

(21N/mm²)

BOTTOM RAIL

WIRE MESH

Ø4x50x50, FB4.5x25

7.00mm

LOCK PLATE

Ø9 HOOK BOLT

FLEXIBLE SINGLE

COPPER

33mmW x 300LG W/

COPPER FERRULES

(BOTH)

FRAME CAP, t6

Ø9 HOOK BOLT

BARBED WIRE

Ø2.6mm D

TOP RAIL

FRAME

ATTACHMENT

GROUNDING

INSIDE

OUTSIDE

CAST-IN-PLACE

CONC FOUNDATION

(21N/mm²) H

Ø19 x 3050

GROUNDING

ROD 25Ω

(BOTH)

DIAGONAL BRACE

Ø42.7x2.3

BAND

FB4.5x25xBT12x40

BAND

FB4.5x50xBT12x40

PART

NAMES

STANDARD

DIMENSION PART ID COATING

MATERIALS

GATE POST B JIS G 3444

STK 400

JIS H 8641

HDZ 55

GATE SIDE,

TOP & BOTTOM

PIPES

C JIS G 3444

STK 400

JIS H 8641

HDZ 45

TENSION

BAR FB25x4.5 JIS G 3101

SS 400

JIS H 8641

HDZ 45

CHAIN LINK

FENCE FABRIC Ø4.0x50mm

JIS G 3552

JIS G 3547

SWMGS-7 GALVANIZE

400g/m2

BARBED

WIRE Ø2.6mm JIS G 3533 BWGS-7 GALVANIZE

400g/m2

GATE

HINGE 100mm x t12 JIS G 3194

SS 400

JIS H 8641

HDZ 55

HOOK BOLT,

BOLT, NUT

JIS H 8641

HDZ 35

DOUBLE SWING GATE TABLE

NOTE: GROUNDING AS SHOWN SHALL BE PROVIDED

TYPICAL TO BOTH GATE POSTS.

SEE DETAILC-505

GATE STOPPER DETAIL

NOT TO SCALEA5

DOUBLE SWING GATE

JIS G 3101

NOTE: ALL MEASUREMENTS ARE IN MILLIMETERS

UNLESS OTHERWISE SPECIFIED.

Ø20 WIRE ROPE

0 E

Ø60.5x2.3

B C D

Ø19

Ø13

Ø76.3x3.2

Ø190.7x4.5

Ø267.4x5.8 Ø19 Ø13 1200 1400 900 1000

7320 3660 Ø101.6x3.2Ø318.5x6.9 Ø22 Ø16 1400 1600 1100 1200

8000 4000 Ø101.6x3.2Ø318.5x6.9 Ø22 Ø16 1400 1600 1100 1200

8500 4250 Ø101.6x3.2Ø318.5x6.9 Ø22 Ø16 1400 1700 1200 1200B

100100

100 100

100100

GRAVEL BASE

(CRUSHER-RUN, C-40)

- R

R S

C-505

3C -5

W G

US Army Corps of Engineers Japan District

SHEET ID

U .S

. A R

M Y

R D

T, J

O R

A P

D W

N B

D B

D R

G C

O D

O T

B Y:

C O

N O

N N

L D

C R

O N

K D

G U

- E C

O .,L

2H V-

-D

-0

S H

O W

C H

R M

S 1, , O

A, J

D W

C F

S R

R S

O N

C H

R M

IKE

N A

HIT

L EN

GIN

RIN

G C

O.,LT

3- 2-

, G

O W

Y, O

A, J

-2

2H V2

NOTE: ALL MEASUREMENTS ARE IN MILLIMETERS

UNLESS OTHERWISE SPECIFIED.

EBOX

PIPE

STONE

PIPE

EBOX CO

PIPE

STONE

PIPE

PIPE PIPE

STONE

SIGNPOST

STONE

PIPE

DMH

PIPE

STONE

PIPE

37.741 37.804

37.860

37.727 37.750 37.885

37.957 38.186

37.968

38.342

38.050

37.734

37.984

38.259

37.817

37.884

38.181

37.775

37.730

37.841

38.205 37.807

38.219

37.656

37.609

37.699 38.144

37.571

37.527 38.142

37.480

37.497 37.578 38.118

37.459

37.552 38.144

37.446

37.564

38.088

37.495

37.637

38.152

37.549 37.585 37.602

38.831

38.544

38.887

38.635

38.610

37.901

38.310

38.679

38.499

38.516

38.555

38.461

38.486

38.760

38.189 38.342

38.782

38.835

38.788

38.823

37.980

38.265

37.929

37.948

38.038

38.210 37.937

38.030

38.272 37.906

38.016

37.875 37.99038.248

37.854 37.948

37.823

37.92738.193

37.784

37.86638.146

38.255

38.432 38.385

38.429

38.399

38.376

38.418

38.546

38.495

38.304

38.355

38.365

38.545

38.638

38.486

38.374 38.377

38.486

38.356

38.211 37.844

37.845

37.700 37.770

38.209 38.126

37.726 37.720

38.095

37.562

37.634

37.690

37.746

37.711

37.702

AIR VALVE

PIPE

41 41.016

41.116

41.148

41.292

41.166

40.930

41.167

41.248 41.390

41.250

40.627

40.590

40.986

40.976 40.429

41.025

41.078 40.500 40.995

41.097

M16x35

M20x145 M16x35

Ø1143.x4.5

@4,000 OC

NOT TO SCALE

GUARDRAIL DETAILA4

ELEVATION

SECTION

4000 MAX500

PLAN

PROVIDE GUARDRAIL

NOTE:

4000 MAX

25.364 25.640

25.308

25.245

25.286

25.353

25.250

25.129

25.240 25.008

25.667

SD x

PROVIDE GUARDRAIL

TOTAL L=107000

PROVIDE GUARDRAIL

ENLARGED SITE PLAN-14B5

ENLARGED SITE PLAN-15C3 ENLARGED SITE PLAN-16C1

C3001

PRT C3002 OWS 3-2

C-506 A4

SEE BOLLARD DETAIL

C-507 A4

R-GR. C-4E

1. THE GUARDRAIL AND POSTS SHALL BE FACTORY PRODUCT

AND FACTORY COLORED PAINT GALVANIZED STEEL.

2. COLOR SHALL BE BROWN COLOR.

1 : 100 1 : 100

1 : 100 3-4

3-5 3-6

, C

A N

D C

- R

R S

C-506

3C -5

W G

US Army Corps of Engineers Japan District

SHEET ID

U .S

. A R

M Y

R D

T, J

O R

A P

D W

N B

D B

D R

G C

O D

O T

B Y:

C O

N O

N N

L D

C R

O N

K D

G U

- E C

O .,L

2H V-

-D

-0

S H

O W

C H

R M

S 1, , O

A, J

D W

C F

S R

R S

O N

C H

R M

IKE

N A

HIT

L EN

GIN

RIN

G C

O.,LT

3- 2-

, G

O W

Y, O

A, J

-2

2H V2

5 4 3 2 1

GRAPHIC SCALES

10m510 1 : 100

105310 20m 1 : 200

POST ELEVATION

GUARD POST

Ø100 STEEL PIPE

FILLED W/ CONC

FINISH PAINT

COLOR SHALL BE

BROWN, JPMA

09-30D

CONC FOUNDATION

300 DIA (21N/mm2)

REFRECTION TAPE

(YELLOW COLOR)

NOTE:

100% PORT ECCENTRIC PLUG VALVE SHALL CONFORM TO AWWA C517 AND BE

RESISTANT TO HYDROCARBONS (NITRILE RUBBER SEALS). GEAR ACTUATOR

BOX WITH HANDWHEEL SHALL BE LOCKABLE.

HANDWHEEL

1200 X 1200 X 150 THICK CONCRETE SLAB

WITH Ø6 x 150 X 150 WIRE MESH

EXTENDED

BONNET (SEALED)

BODY (SEALED)

DIRECT PRESSURE

POSITION INDICATOR

GEAR ACTUATOR

EXPANSION JOINT

COVER

REVERSE

PRESSURE

SEATED END

NOT TO SCALE

ECCENTRIC PLUG VALVE DETAILC2

EMH

27.363 27.269 27.226

27.284

27.233

27.233 27.408

27.241

28.227

27.112

27.218 27.291

200CP

SDx

E E E E E E E E E E E E

NOTE: ALL MEASUREMENTS ARE IN MILLIMETERS

UNLESS OTHERWISE SPECIFIED.

ECCENTRIC PLUG VALVE

ENLARGED SITE PLAN-17

NOT TO SCALEC4

37501200

ELEC PANEL

37.741

37.804

37.727

37.750

37.885

37.957 38.186

37.968

38.050

37.734

90030

GALV STEEL BOLLARD

PAINT FINISH

PLAN

BOLLARD DETAIL

NOT TO SCALEA4

C-507 C2

3±

3-7

3-93

N D

- R

D U

C-507

3C -5

W G

US Army Corps of Engineers Japan District

SHEET ID

U .S

. A R

M Y

R D

T, J

O R

A P

D W

N B

D B

D R

G C

O D

O T

B Y:

C O

N O

N N

L D

C R

O N

K D

G U

- E C

O .,L

2H V-

-D

-0

S H

O W

C H

R M

S 1, , O

A, J

D W

C F

S R

R S

O N

C H

R M

IKE

N A

HIT

L EN

GIN

RIN

G C

O.,LT

3- 2-

, G

O W

Y, O

A, J

-2

2H V2

1380140014001400700

PLAN

ELEVATION

EXIST CONCRETE STAIRS TO REMAIN

PROTECT FROM DAMAGE DURING

THE CONSTRUCTION PROCESS

BOTTOM LANDING

TOP RAIL Ø50 GALVANIZED STEEL

PIPE, PAINT FINISH (YELLOW COLOR)

MID. RAIL Ø50 GALVANIZED STEEL

PIPE, PAINT FINISH (YELLOW COLOR)

NOT TO SCALE

REPLACE HANDRAIL DETAILB4

DEMOLISH, REMOVE AND REPLACE EXIST

HANDRAIL, BASE PLATES AND ANCHORS.

PATCH EXIST CONCRETE TO MATCH EXIST.

EXIST STEEL PLATE TO REMAIN

240 4545

EXIST CONC U-DITCH

(240 TYPE)50

Ø13-500mm

GALV. STEEL ANCHOR

Ø16 GALV. STEEL ROD

Ø10 GALV.

STEEL ROD WELDING, TYP.

PLAN

Ø13-500mm

GALV. STEEL ANCHOR

NOT TO SCALE

U-DITCH GRILL DETAILC2

Ø10 GALV. STEEL ROD

WELDING, TYP.

Ø13-500mm

GALV. STEEL ANCHOR

NOTE: ALL MEASUREMENTS ARE IN MILLIMETERS

UNLESS OTHERWISE SPECIFIED.

NOTE: SAND TOPPING SHALL BE NORMAL SAND

USUALLY USED IN READY MIX CONCRETE.

TOP SOIL (100mm THK)

COMPACTED SUBGRADE

SAND TOPPING

A4 C-508

NOT TO SCALE

SECTION

PLAN

360 360360 360 280 280 280 280 280

NOT TO SCALE

SODDING DETAILA5

SOD (KOURAI-SHIBA)

MID. RAIL GALVANIZED STEEL PIPE,

PAINT FINISH (YELLOW COLOR)

M10 x 80 mm LONG ANCHOR BOLT

W/ EXPANSION SHIELD, 4EA 25

GALVANIZED STEEL PLATE,

150 x 150 x 10

BASE PLATE

FILLET WELD

ALL AROUND, TYP.5.7

EXIST CONC STAIR

3-18

3-130

EXIST CONC STAIR

, O

D V

R S

C-508

3C -5

W G

US Army Corps of Engineers Japan District

SHEET ID

U .S

. A R

M Y

R D

T, J

O R

A P

D W

N B

D B

D R

G C

O D

O T

B Y:

C O

N O

N N

L D

C R

O N

K D

G U

- E C

O .,L

2H V-

-D

-0

S H

O W

C H

R M

S 1, , O

A, J

D W

C F

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 Nov 7, 2023.