2_CTF123_Draft_DWGS-CTF-1.pdf

PDF 41 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 on Chimuwan Tank Farms #1, 2, 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 on the specified tank farms. Interested parties should monitor the Federal Business Opportunities website for when the full solicitation is issued. The opportunity type is described and the relevant agency and location of work are identified.

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Other files

File	Type	Posted
1_CTF123_Draft_SPECS.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
4_CTF123_Draft_DWGS-CTF-3.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

:05 :32

A M

G-001

D W

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

P2 #502615 FY23 DLA DWCF

VARIOUS REPAIRS ON CHIMUWAN TANK FARM 1

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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M S

1, , O

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W G

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 1 SCHEDULE OF WORK

G-005 CHIMUWAN TANK FARM 1 SCHEDULE OF WORK

G-006 CHIMUWAN TANK FARM 1 SCHEDULE OF WORK

G-007 CHIMUWAN TANK FARM 1 SCHEDULE OF WORK

STRUCTURAL (S)

SHEET NO SHEET TITLE REV STATUS

S-001 GENERAL STRUCTURAL NOTES & ABBREVIATIONS

1S-101 BUILDING 111 - REPAIRS AND UPGRADES

1S-501 BUILDING 111 - REPAIRS AND UPGRADES

5S-101 BUILDING 121 - REPAIRS AND UPGRADES

5S-501 BUILDING 121 - REPAIRS AND UPGRADES

7S-101 CONTAINMENT TANK C1002 - REPAIRS AND UPGRADES

8S-101 CONTAINMENT TANK C1003 - REPAIRS AND UPGRADES

9S-101 CONTAINMENT TANK C1004 - REPAIRS AND UPGRADES

10S-101 CONTAINMENT TANK C1005 - REPAIRS AND UPGRADES

11S-101 CONTAINMENT TANK C1006 - REPAIRS AND UPGRADES

13S-101 VALVE BOX 10 - REPAIRS AND UPGRADES

18S-101 VB13B - REPAIRS AND UPGRADES

18S-102 VB13B - REPAIRS AND UPGRADES

19S-101 VALVE BOX 14 - REPAIRS AND UPGRADES

19S-102 VALVE BOX 14 - REPAIRS AND UPGRADES

19S-501 VALVE BOX 14 - REPAIRS AND UPGRADES

S-501 TYPICAL STRUCTURAL DETAILS

ELECTRICAL (E)

SHEET NO SHEET TITLE REV STATUS

E-001 ELECTRICAL GENERAL NOTES & SYMBOL LIST

1E-101 BUILDING 111 - REPAIRS AND UPGRADES

2E-101 BUILDING 116 - REPAIRS AND UPGRADES

3E-101 BUILDING 119 - REPAIRS AND UPGRADES

4E-101 BUILDING 120 - REPAIRS AND UPGRADES

5E-101 BUILDING 121 - REPAIRS AND UPGRADES

6E-101 BUILDING 125 - REPAIRS AND UPGRADES

7E-101 TANK C1002 - REPAIRS AND UPGRADES

8E-101 TANK C1003 - REPAIRS AND UPGRADES

9E-101 TANK C1004 - REPAIRS AND UPGRADES

10E-101 TANK C1005 - REPAIRS AND UPGRADES

11E-101 TANK C1006 - REPAIRS AND UPGRADES

13E-101 VALVE BOX 10 - REPAIRS AND UPGRADES

14E-101 VALVE BOX 11 - REPAIRS AND UPGRADES

15E-101 VALVE BOX 12 - REPAIRS AND UPGRADES

16E-101 VALVE BOX 13 - REPAIRS AND UPGRADES

17E-101 VALVE BOX 13A - REPAIRS AND UPGRADES

18E-101 VALVE BOX 13B - REPAIRS AND UPGRADES

19E-101 VALVE BOX 14 - 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

MH-501 HVAC & PLUMBING DETAILS

7MH-101 C1002 CONTROLS REPAIRS

10MH-101 C1005 PLUMBING REPAIRS

18MH-101 VB13B VAULT EXHAUST AND PUMP OUT CONNECTIONS

18MH-102 VB13B VAULT EXHAUST AND PUMP OUT CONNECTIONS

CIVIL (C)

SHEET NO SHEET TITLE REV STATUS

V-101 KEY PLAN

V-102 TOPOGRAPHIC SURVEY PLAN - TANK FARM #1 AND CONTROL POINTS

SUMMARY TABLE

C-001 GENERAL NOTES, ABBREVIATION AND LEGEND

C-101 SITE PLAN

C-501 100R1 - REPAIRS AND UPGRADES

C-502 10FN1, 121FN AND CW101 - REPAIRS AND UPGRADES

C-503 10FN1 - REPAIRS AND UPGRADES

C-504 10FN1 AND CW101 - REPAIRS AND UPGRADES

C-505 10FN1 - REPAIRS AND UPGRADES

C-506 BUILDING 111 - REPAIRS AND UPGRADES

C-507 C1005 AND VB012 - REPAIRS AND UPGRADES

C-508 C1002, C1003, C1004, C1005 AND CW102 - REPAIRS AND UPGRADES

C-509 C1004, C1005 AND VB012 - REPAIRS AND UPGRADES

C-510 10FN1 - REPAIRS AND UPGRADES

A-501 MISCELLANEOUS DETAILS

1A-101 BUILDING 111 - REPAIRS AND UPGRADES

1A-102 BUILDING 111 - REPAIRS AND UPGRADES

1A-103 BUILDING 111 - REPAIRS AND UPGRADES

5A-101 BUILDING 121 - REPAIRS AND UPGRADES

7A-101 CONTAINMENT TANK C1002 - REPAIRS AND UPGRADES

8A-101 CONTAINMENT TANK C1003 - REPAIRS AND UPGRADES

9A-101 CONTAINMENT TANK C1004 - REPAIRS AND UPGRADES

10A-101 CONTAINMENT TANK C1005 - REPAIRS AND UPGRADES

10A-102 CONTAINMENT TANK C1005 - REPAIRS AND UPGRADES

11A-101 CONTAINMENT TANK C1006 - REPAIRS AND UPGRADES

11A-102 CONTAINMENT TANK C1006 - REPAIRS AND UPGRADES

13A-101 VALVE BOX 10 - REPAIRS AND UPGRADES

13A-102 VALVE BOX 10 - REPAIRS AND UPGRADES

14A-101 VALVE BOX 11 - REPAIRS AND UPGRADES

14A-102 VALVE BOX 11 - REPAIRS AND UPGRADES

15A-101 VALVE BOX 12 - REPAIRS AND UPGRADES

15A-102 VALVE BOX 12 - REPAIRS AND UPGRADES

15A-103 VALVE BOX 12 - REPAIRS AND UPGRADES

15A-104 VALVE BOX 12 - REPAIRS AND UPGRADES

16A-101 VALVE BOX 13 - REPAIRS AND UPGRADES

16A-102 VALVE BOX 13 - REPAIRS AND UPGRADES

17A-101 VALVE BOX 13A - REPAIRS AND UPGRADES

18A-101 VALVE BOX 13B - REPAIRS AND UPGRADES

18A-102 VALVE BOX 13B - REPAIRS AND UPGRADES

18A-103 VALVE BOX 13B - REPAIRS AND UPGRADES

19A-101 VALVE BOX 14 - REPAIRS AND UPGRADES

19A-102 VALVE BOX 14 - REPAIRS AND UPGRADES

19A-103 VALVE BOX 14 - REPAIRS AND UPGRADES

19A-104 VALVE BOX 14 - REPAIRS AND UPGRADES

6A-101 BUILDING 125 - 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

1M-101 FACILITY 111 - REPAIRS AND UPGRADES

1M-102 AST 111 - REPAIRS AND UPGRADES

1M-103 BUILDING 111 - REPAIRS AND UPGRADES

1M-104 AST 111 - REPAIRS AND UPGRADES

5M-101 AST 121 - REPAIRS AND UPGRADES

5M-102 AST 121 - REPAIRS AND UPGRADES

7M-101 TANK C1002 - REPAIRS AND UPGRADES

9M-101 TANK C1004 PIPING - REPAIRS AND UPGRADES

10M-101 TANK C1005 - REPAIRS AND UPGRADES

13M-101 VALVE BOX 10 - REPAIRS AND UPGRADES

14M-101 VALVE BOX 11 - REPAIRS AND UPGRADES

15M-101 VALVE BOX 12 - REPAIRS AND UPGRADES

15M-102 VALVE BOX 12 - REPAIRS AND UPGRADES

16M-101 VALVE BOX 13 - REPAIRS AND UPGRADES

17M-101 VALVE BOX 13A - REPAIRS AND UPGRADES

17M-102 VALVE BOX 13A - REPAIRS AND UPGRADES

18M-101 VALVE BOX 13B - REPAIRS AND UPGRADES

19M-101 VALVE BOX 14 AND PIGL5 - REPAIRS AND UPGRADES

ARCHITECTURAL (A)

SHEET NO SHEET TITLE REV STATUS

AG-001 GENERAL NOTES, ARCHITECTURAL ABBREVIATIONS AND SYMBOLS

0A-101 PIPELINE - PIPE LABELING UPGRADES

STRUCTURAL (SC)

SHEET NO SHEET TITLE REV STATUS

1SCD101 BUILDING 111 - DEMOLITION PLAN

1SCD102 BUILDING 111 - DEMOLITION DETAILS

1SC-101 BUILDING 111 - REPAIRS AND UPGRADES

1SC-102 BUILDING 111 - REPAIRS AND UPGRADES

15SC-101 VALVE BOX 12 - REPAIRS AND UPGRADES

16SC-101 VALVE BOX 13 - REPAIRS AND UPGRADES

18SC-101 VALVE BOX 13B - REPAIRS AND UPGRADES

SC-501 ELECTRICAL SUPPORT DETAILS

ELECTRICAL (EP)

SHEET NO SHEET TITLE REV STATUS

EP-001 ELECTRICAL DETAILS, NOTES

1EP-101 AST 111 - REPAIRS AND UPGRADES

19EP-101 AST VB-14 - REPAIRS AND UPGRADES

ARCHITECTURAL / STRUCTURAL (AE)

SHEET NO SHEET TITLE REV STATUS

7AE-101 CONTAINMENT TANK C1002 - REPAIRS AND UPGRADES

7AE-501 CONTAINMENT TANK C1002 - REPAIRS AND UPGRADES

8AE-101 CONTAINMENT TANK C1003 - REPAIRS AND UPGRADES

8AE-501 CONTAINMENT TANK C1003 - REPAIRS AND UPGRADES

9AE-101 CONTAINMENT TANK C1004 - REPAIRS AND UPGRADES

9AE-501 CONTAINMENT TANK C1004 - REPAIRS AND UPGRADES

10AE-101 CONTAINMENT TANK C1005 - REPAIRS AND UPGRADES

10AE-501 CONTAINMENT TANK C1005 - REPAIRS AND UPGRADES

11AE-101 CONTAINMENT TANK C1006 - REPAIRS AND UPGRADES

11AE-501 CONTAINMENT TANK C1006 - 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

N K

M S

1, , O

A, J

N U

.S . A

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, S U

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1 : 5000A1

CHIMUWAN TANK FARMS REGIONAL SITE PLAN

0 250 500 m

SCALE: 1:5000

VICINITY MAP

CONCCONC

S20

S15

S16

1-1

1-9

1-10

1-111-12

1-131-141-15

1-16

1-181-19

1-20

1-21

1-22

1-24 1-25 1-26 1-27

1-32 1-33

1-34 1-35

1-36

1-38

1-37

1-39

1-401-41

1-421-44

1-47

1-6

1-48

1-281-291-30

AST1-43

VAULT

PRT

1-5

CL FENCE

1-49

VAULT

PRT

VAULT

PRT

C1005

C1006

C1004

C1003

C1002VB13B

VB13A

111116

VB13

VB12

VB14 125

TH114

TH111

VB11

VB10

PV117

1-52 1-54

1-51 1-50

1-46

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

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NTSA2

CHIMUWAN TANK FARM 1

ITEM NO TAG FACILITY WORK DESCRIPTIONSHEET NO

PLAN NORTH

1.1.1.1 111 REPLACE FLOOR DRAIN VALVE

C-506 /

1MH101

1.1.19.1 100R1 SEAL AND PATCH ASPHALT PAVEMENTSC-101

1.1.20.1 10FN1 REPLACE CORRODED GATE COMPONENTSC-101

1.1.20.2 10FN1 REPLACE CORRODED PERIMETER FENCEC-101

1.1.21.1 121FN REPLACE CORRODED PERIMETER FENCEC-101

1.1.28.1 C1005 PROVIDE PROTECTION FOR PRT C1005C-507

1.1.38.1 CW101 REPLACE CORRODED PERIMETER FENCEC-501

1.1.39.1 CW102 REPAIR OIL WATER SEPARATOR PIPING

C-508 /

12MH101

1.1.56.1 VB012 PROVIDE GUARDRAILC-507

1.1.62.1 121 PROVIDE ADEQUATE STORAGE TANK OFFSET5M-101

1.2.1.1 111 REMOVE EQUIPMENT1E-101

1.2.1.4 111 PROVIDE SUPPLEMENTAL GROUNDING FOR MOTOR(S)1E-101

1.2.1.5 111 REPLACE LIGHT FIXTURES1E-101

1.2.1.7 111 PROVIDE LABELS FOR DEVICE(S)1A-101

1.2.1.8 111 PROVIDE EXIT SIGN1E-101

1.2.1.9 111 FIELD INVESTIGATE EXISTING PANELBOARD(S)1E-101

1.2.3.1 116 REPLACE RECEPTACLE(S)2E-101

1.2.3.2 116 REMOVE EXPOSED WIRING2E-101

1.2.5.1 119 PROVIDE CONDUIT CAP3E-101

1.2.7.1 121 PROVIDE LIGHTNING PROTECTION5E-101

1.2.7.2 121 PROVIDE GROUNDING FOR STORAGE TANK(S)5E-101

1.2.25.3 C1002 REPLACE OR REPAIR SUMP LEVEL SWITCH7MH101

1.2.25.4 C1002 PROVIDE LABELS FOR DEVICE(S)7A-101

1.2.25.5 C1002 PROVIDE SUPPLEMENTAL GROUNDING FOR MOTOR(S)7E-101

1.2.25.6 C1002 FIELD INVESTIGATE EXISTING PANELBOARD(S)7E-101

1.2.25.7 C1002 PROVIDE GROUNDING FOR PRODUCT RECOVERY TANK7E-101

1.2.25.8 C1002 PROVIDE LABELS FOR DEVICE(S)7A-101

1.2.25.9 C1002 PROVIDE SUPPLEMENTAL GROUNDING FOR MOTOR(S)7E-101

1.2.26.3 C1003 PROVIDE LABELS FOR DEVICE(S)8A-101

1.2.26.4 C1003 PROVIDE SUPPLEMENTAL GROUNDING FOR MOTOR(S)8E-101

1.2.26.5 C1003 PROVIDE GROUNDING FOR PRODUCT RECOVERY TANK8E-101

1.2.26.6 C1003 PROVIDE LABELS FOR DEVICE(S)8A-101

1.2.26.7 C1003 PROVIDE SUPPLEMENTAL GROUNDING FOR MOTOR(S)8E-101

1.2.27.1 C1004 PROVIDE LABELS FOR DEVICE(S)9A-101

1.2.27.2 C1004 PROVIDE SUPPLEMENTAL GROUNDING FOR MOTOR(S)9E-101

1.2.27.3 C1004 PROVIDE LABELS FOR DEVICE(S)9A-101

1.2.27.4 C1004 REMOVE EQUIPMENT9E-101

1.2.27.5 C1004 REPLACE CORRODED CONDUITS AND FITTINGS9E-101

1.2.27.6 C1004 PROVIDE GROUNDING FOR PRODUCT RECOVERY TANK9E-101

1.2.27.7 C1004 PROVIDE SUPPLEMENTAL GROUNDING FOR MOTOR(S)10E-101

1.2.28.1 C1005 REPLACE CORRODED CONDUITS AND FITTINGS10E-101

1.2.28.3 C1005 PROVIDE SUPPLEMENTAL GROUNDING FOR MOTOR(S)10E-101

1.2.28.4 C1005 REPAIR/REPLACE EQUIPMENT

10M-101 / 10E-101

1.2.28.5 C1005 PROVIDE CAGES TO PROTECT LIGHTS IN TANK VAULT10E-101

1.2.28.6 C1005 PROVIDE GROUNDING FOR PRODUCT RECOVERY TANK10E-101

1-1

1-9

1-10

1-11

1-12

1-13

1-14

1-15

1-16

1-18

1-19

1-20

1-21

1-22

1-24

1-25

1-26

1-27

1-32

1-33

1-34

1-35

1-36

1-37

1-38

1-39

1-40

1-41

1-42

1-43

1-46

1-47

1-48

1-49

1-28

1-29

1-30

1-2

1-3

1-4

1-5

1-6

1-7

1-8

1-44

1.2.28.7 C1005 PROVIDE SUPPLEMENTAL GROUNDING FOR MOTOR(S)10E-101

1.2.28.8 C1005 PROVIDE LABELS FOR DEVICE(S)10A-101

1.2.29.1 C1006 PROVIDE SUPPLEMENTAL GROUNDING FOR MOTOR(S)11E-101

1.2.29.3 C1006 PROVIDE LABELS FOR DEVICE(S)11A-101

1-50

1-51

1-52

1-54

1-7

1-8

1-4

1-2

1-3

S15

S16

1-561-57

1-581-59

1-60

1-61

1-62

1-63 1-64 1-65

1-70

1-68

1-69

1-71

1-72

1-74

1-73

1-75

1-761-78

1-771-79

1-80

1-81

1-82

1-83 1-84

1-85 1-86 1-87

1-88 1-89

1-90

1-91

1-92

1-93

1-94

1-97

AST

1-95

VAULT

PRT

VAULT

EXPOSED

CONDUIT

GATE

CABLES

PIGL

C1005

C1006

C1004

C1003

C1002

VB13B

VB13A

VB13

VB12

VB14 125

TH114

TH111

VB11

VB10

PV117

1-99

ADDITIVES

STOR SHED

1-100

AST

1-101 1-102

1-103

AST

1-104 1-105 1-106

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

:07

:07 A

G-005

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 1

1.2.29.5 C1006 PROVIDE GROUNDING FOR PRODUCT RECOVERY TANK11E-101

1.2.29.6 C1006 PROVIDE SUPPLEMENTAL GROUNDING FOR MOTOR(S)11E-101

1.2.48.1 PIGL5 REPAIR/REPLACE EQUIPMENT19M-101

1.2.48.2 PIGL5 REPLACE CORRODED EQUIPMENT19E-101

1.2.54.1 VB010 RECOAT EQUIPMENT13E-101

1.2.54.2 VB010 DISCONNECT AND REMOVE EQUIPMENT13E-101

1.2.55.1 VB011 PROVIDE PROTECTION FOR EXPOSED CABLES14E-101

1.2.56.1 VB012 REPLACE LIGHT BULB OR FIXTURES AS NECESSARY WITH LED15E-101

1.2.56.2 VB01215E-101

1.2.56.3 VB012 RECONNECT EQUIPMENT15E-101

1.2.57.1 VB013 ADJUST/REINSTALL EQUIPMENT16E-101

1.2.57.2 VB013 PROVIDE LIGHTNING PROTECTION16E-101

1.2.57.3 VB01316E-101

1.2.58.2 VB014 PROVIDE LIGHTNING PROTECTION19E-101

1.2.60.1 VB13B PROVIDE LIGHTNING PROTECTION18E-101

1.2.61.1 VB13A PROVIDE LIGHTNING PROTECTION17E-101

1.2.63.1 125 PROVIDE SUPPLEMENTAL GROUNDING FOR MOTOR(S)6E-101

1.3.1.1 111 REPLACE PIPE SUPPORTS1SCD101

1.3.1.3 111 REPLACE CONCRETE SADDLE SUPPORT1S-101

1.3.1.4 111 REPLACE CORRODED SUPPORT1SCD101

1.3.1.5 111 INSPECT PIPE PENETRATIONS1M-101

1.3.25.10 C1002 REPLACE HAND WHEEL VALVES7M-101

1.3.27.4 C1004 PROVIDE THERMAL RELIEF VALVE9M-101

1.3.54.1 VB010 INSPECT PIPE PENETRATIONS13M-101

1.3.55.1 VB011 REMOVE STEEL WEAR BAR FROM PIPE SUPPORT14M-101

1.3.55.2 VB011 INSPECT PIPE PENETRATIONS14M-101

1.3.56.1 VB012 REPLACE PIPE SUPPORTS13SC-101

1.3.56.2 VB012 INSPECT PIPE PENETRATIONS13M-102

1.3.56.4 VB012 DEMOLISH TANK13M-102

1.3.57.2 VB013 INSPECT PIPE PENETRATIONS16M-101

1.3.57.3 VB013 PROVIDE PIPE SUPPORTS16SC-101

1.3.58.1 VB014 PROVIDE PIPE SUPPORTS19M-101

1.3.60.2 VB13B PROVIDE PIPE SUPPORTS18M-101

1.3.60.3 VB13B REPLACE CONCRETE SADDLE SUPPORT18S-101

1.3.61.1 VB13A DEMOLISH TANK17M-101

1.3.61.3 VB13A INSPECT PIPE PENETRATIONS17M-101

1.3.62.1 12532

(VB14)

CONDUCT THERMAL RELIEF STUDY-

1.3.62.2 PIPELINE PROVIDE LABELING ON PIPING0A-101

1.3.62.4 12532

(VB14)

PROVIDE LEVEL SENSOR WITH ALARM19EP-101

1.2.58.1 VB01419E-101

ITEM NO TAG FACILITY WORK DESCRIPTIONSHEET NO

1-56

1-57

1-58

1-59

1-60

1-61

1-62

1-63

1-64

1-65

1-68

1-69

1-70

1-71

1-72

1-73

1-74

1-75

1-76

1-77

1-78

1-79

1-80

1-81

1-82

1-83

1-84

1-85

1-86

1-87

1-88

1-89

1-90

1-91

1-92

1-93

1-94

1-97

1-95

1-96

1.3.62.7 121 EXTEND VENT HEIGHT5M-101

1.3.62.8 121 PROVIDE EMERGENCY VENTING5M-101

1.3.62.9 121 PROVIDE LEVEL SENSOR WITH ALARM5EP-101

1.3.62.10 111 EXTEND VENT HEIGHT1M-101

1.3.62.11 111 PROVIDE EMERGENCY VENTING1M-101

1.3.62.12 111 PROVIDE LEVEL SENSOR WITH ALARM1EP-101

1.3.62.13 111 REPAIR COATINGS1M-101

1.3.62.6 125 PROVIDE LABELS ON ADDITIVE TANKS6A-101

1-100

1-99

1-101

1-102

1-103

1-104

1-105

1-106

1-96* OCCURS THROUGHOUT CTF 1

DISCONNECT AND REMOVE EQUIPMENT

DISCONNECT AND REMOVE EQUIPMENTDRAFT

S15

S16

1-108 1-109 1-110

1-111

STAIRS

1-112

1-113 1-114 1-115 1-116

1-117 1-118

1-119

SLAB

1-120 1-121

VAULT

1-122

1-123

1-124

STAIRS

1-125

VAULT

1-126

1-127

1-128 1-129

VAULT

1-130

1-131

STAIRS

1-132

VAULT

1-133 1-134

1-135

1-136

1-137

1-138

STAIRS

1-139 1-140 1-141

1-142 1-143

1-145

1-146

STAIRS

1-147

PIT COVER

RAILING

C1005

C1006

C1004

C1003

C1002

VB13B

VB13A

111116

VB13

VB12

VB14

TH114

TH111

120 117

VB11

VB10

PV117

1-150 1-152 1-153

1-155

1-148 1-149

1-151

STAIRS

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

:07

:10 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 1

1.3.62.14 PIPELINE REPLACE LONG STUDS AT VALVES0M-101

1.4.1.1 111 PROVIDE GUARDRAIL SYSTEM ALONG PERIMETER OF ROOF1A-101 / 1S-101

1.4.1.2 111 REPAIR PARAPET CRACKS AND SPALLS1S-101

1.4.1.3 111 REPLACE LOUVERS1A-101

1.4.1.4 111 PAINT STAIR HANDRAIL1A-101

1.4.1.7 111 PAINT STAIR TREADS, FRAMING, AND RAILING1A-101

1.4.1.8 111 PAINT STAIR AND PLATFORM FRAMING1A-101

1.4.1.9 111 PAINT PLATFORM FLOOR PLATES1A-101

1.4.1.11 111 ADD CONTAINMENT CURB1A-101

1.4.1.13 111 REPAIR PIPE SUPPORT ANCHOR1SCD101

1.4.7.1 121 INVESTIGATE CRACKS5S-101

1.4.7.2 121 REPLACE WINDOW GRILLE5A-101

1.4.7.3 121 REPAIR CRACKS IN SLAB5S-101

1.4.25.7 C1002 REPAIR WATER INTRUSION LEAK7S-101

1.4.25.8 C1002 PAINT PIT COVERC-508

1.4.27.1 C1004 REPLACE JOINT SEALANT9S-101

1.4.27.2 C1004 PAINT RAILING SYSTEMC-509

1.4.27.3 C1004 REPAIR WATER INTRUSION LEAK9S-101

1.4.27.4 C1004 PAINT PIT COVERC-508

1.4.28.1 C1005 REPLACE JOINT SEALANT10S-101

1.4.28.2 C1005 PAINT STAIR HANDRAIL10A-101

1.4.28.4 C1005 REPLACE DRAIN PIPE AND CONCRETE10MH101

1.4.28.5 C1005 PAINT PIT COVERC-508

1.4.28.6 C1005 PAINT RAILING SYSTEMC-509

1.4.29.1 C1006 PAINT STAIR HANDRAIL11A-101

1.4.29.2 C1006 PAINT PIT COVERC-508

1.4.29.3 C1006 REPLACE BASE PLATE11S-101

1.4.48.1 PIGL5 ADD GUARDRAIL ALONG RETAINING WALLS19A-101

1.4.48.2 PIGL5 PAINT RAILING SYSTEM19A-101

1.4.54.1 VB010 PAINT VAULT EXTERIOR13A-101

1.4.54.2 VB010 REPLACE ROOF ACESS STAIR13A-101

1.4.54.3 VB010 PROVIDE GUARDRAIL SYSTEM ALONG PERIMETER OF ROOF13A-101

1.4.54.4 VB010 PAINT STAIR AND PLATFORM13A-101

1.4.54.5 VB010 ADD TOEBOARDS ALONG RAILING13A-101

1.4.54.6 VB010 ADD RAILING13A-101

1.4.54.7 VB010 PAINT BASE PLATES AND REPLACE GROUT PADS13S-101

1.4.55.1 VB011 PAINT VAULT EXTERIOR14A-101

1.4.55.2 VB011 REPLACE ROOF ACCESS STAIR14A-101

1.4.55.3 VB011 PROVIDE GUARDRAIL SYSTEM ALONG PERIMETER OF ROOF14A-101

1.4.25.1 C1002 REPLACE JOINT SEALANT7S-101

ITEM NO TAG FACILITY WORK DESCRIPTIONSHEET NO

1-108

1-109

1-110

1-111

1-112

1-113

1-114

1-115

1-116

1-117

1-118

1-119

1-120

1-121

1-122

1-123

1-124

1-125

1-126

1-127

1-128

1-129

1-130

1-131

1-132

1-133

1-134

1-135

1-136

1-137

1-138

1-139

1-140

1-141

1-142

1-143

1-145

1-146

1-147

1-107

1.4.55.5 VB011 ADD TOEBOARDS ALONG RAILING14A-101

1.4.56.1 VB012 PAINT VAULT EXTERIOR15A-101

1.4.56.2 VB012 REPLACE ROOF ACCESS STAIR15A-101

1.4.56.3 VB012 PROVIDE GUARDRAIL SYSTEM ALONG PERIMETER OF ROOF15A-101

1.4.56.4 VB012 REPLACE PIPE SUPPORT13SC-101

1.4.56.6 VB012 PATCH OPENING IN WALL (EAST ROOM)15A-101

1.4.55.4 VB011 PAINT STAIR AND PLATFORM14A-1011-148

1-149

1-150

1-151

1-152

1-153

1-155

1-107* OCCURS THROUGHOUT CTF 1

S15

S16

1-156 1-157 1-158 1-159

1-161 1-163 1-164

1-165

STAIRS

1-1661-168

1-1691-170

1-1711-1721-173

1-1741-175

1-176

1-177 1-178 1-179

1-186

1-180 1-182 1-183

1-184 1-185

1-187 1-188

1-191

ADDITIVES

STOR SHED

1-1921-193

1-195 1-194

AST

1-197

AST

2-72

VAULT

2-73

PIT COVER

2-6

SLAB

JOINT

C1005

C1006

C1004

C1003

C1002

VB13B

VB13A

111116

VB13

VB12

VB14

TH114

TH111

120 117

VB11

VB10

PV117

1-196

AST

1-198

VAULT

1-199

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

:07

:14 A

G-007

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

1.4.56.7 VB012 REMOVE WALKWAY (NORTH ROOM)15A-101

1.4.56.8 VB012 MODIFY PLATFORM FRAMING (NORTH ROOM)15A-101

1.4.56.9 VB012 ADD STEPS (NORTH ROOM)15A-101

1.4.56.10 VB012 PROVIDE RAILING ALONG PLATFORM (NORTH ROOM)15A-101

1.4.56.12 VB012 REPLACE ACCESS LADDER (NORTH ROOM)15A-101

1.4.56.14 VB012 PAINT DOOR SILL (SOUTH ROOM)15A-101

1.4.56.15 VB012 REPLACE ENTRY STAIR AND PLATFORM (SOUTH ROOM)15A-101

1.4.57.1 VB013 PAINT VAULT EXTERIOR16A-101

1.4.57.3 VB013 ADD TOEBOARDS16A-101

1.4.57.5 VB013 ADJUST LADDER RUNGS16A-101

1.4.58.1 VB014 REPLACE ROOF ACCESS LADDER19A-101

1.4.58.2 VB014 PROVIDE GUARDRAIL SYSTEM ALONG PERIMETER OF ROOF19A-101

1.4.58.3 VB014 ADD TOEBOARDS ALONG RAILING19A-101

1.4.58.4 VB014 PROVIDE RAILING ALONG VALVE ACCESS PLATFORM19A-101

1.4.58.5 VB014 REPLACE GROUT PAD19S-101

1.4.58.6 VB014 RESEAL SLAB JOINTS19S-101

1.4.60.1 VB13B PAINT VAULT EXTERIOR18A-101

1.4.60.2 VB13B RESEAL SLAB JOINTS18S-101

1.4.60.3 VB13B ADD TOEBOARDS ALONG RAILING18A-101

1.4.60.4 VB13B PAINT STAIR AND PLATFORM18A-101

1.4.60.6 VB13B ADD EXHAUST FAN18MH101

1.4.60.7 VB13B REPLACE PLATFORM GRATING18A-101

1.4.60.8 VB13B PROVIDE NEW STAIR AND PLATFORM18A-101

1.4.60.9 VB13B ANCHOR STAIR SUPPORTS18S-101

1.4.60.10 VB13B ADD PUMP OUT CONNECTIONS18MH101

1.4.61.1 VB13A PAINT VAULT EXTERIOR17A-101

1.4.61.2 VB13A PROVIDE GUARDRAIL SYSTEM ALONG PERIMETER OF ROOF17A-101

1.4.62.1 125 REPLACE SLIDING DOOR6A-101

1.4.62.2 111 PROVIDE CONCRETE DRIP PAD1S-101

1.4.62.3 111 PAINT DIKE WALLS1A-101

1.4.62.4 111 PAINT STAIR AND PLATFORM1A-101

1.4.62.5 111 ADD TOEBOARDS ALONG RAILING1A-101

1.4.62.6 121 ADD STRUCTURAL STABILITY ANALYSIS-

1.4.57.4 VB013 PAINT STAIR AND PLATFORM16A-101

PLAN NORTH

NTSA2

CHIMUWAN TANK FARM 1

ITEM NO TAG FACILITY WORK DESCRIPTIONSHEET NO

1-156

1-157

1-158

1-159

1-161

1-163

1-164

1-166

1-168

1-169

1-170

1-171

1-172

1-173

1-174

1-175

1-176

1-177

1-178

1-179

1-180

1-182

1-183

1-184

1-185

1-186

1-187

1-188

1-191

1-192

1-193

1-194

1-195

1-196

1.4.62.7 12532 ADD TANK STAIR AND PLATFORM

19A-101 / 19S-101

1-197

2-72

2-73

2.4.26.6 C1003 REPAIR WATER INTRUSION LEAK8S-101

2.4.26.7 C1003 PAINT PIT COVERC-508

2.2.6.1 120 PROVIDE LIGHTNING PROTECTION4E-1012-6

1-165 1.4.56.16 VB012 PAINT RAILING SYSTEM (EAST ROOM)C-509

1.4.63.2 C1005 REPAIR WATER INTRUSION LEAK10S-1011-198

1.4.63.3 C1006 REPAIR WATER INTRUSION LEAK11S-1011-199

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

CAMP COURTNEY

V-102

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

CONC

117120

VB#10

VB#12

VB#13

TH111

VB#14

TH114

C1006

C1002

C1003

C1005

VB#13A

VB#13B

C1004

CONC

PV117

VB#11

S20

S15 S16

0N=43020 N=43020

N=43050 N=43050

N=43080 N=43080

N=43110 N=43110

N=43140 N=43140

N=43170 N=43170

N=43200 N=43200

N=43230 N=43230

N=43260 N=43260

N=43290 N=43290

N=43320 N=43320

N=43350 N=43350

N=43380 N=43380

GRAPHIC SCALE

ELEVATION

1-2

1-1

1-5

COORDINATES

X(N)

1-3

1-4

No.

1-6

(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 1, OKINAWA, JAPAN.

3. DATE OF TOPOGRAPHIC SURVEY: FROM NOVEMBER 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-102TOPOGRAPHIC SURVEY PLAN-TANK FARM #1A3

NOTES:

Y(E)

1-7

1-8

1-9

1-10

1-11

1-1

100m50100 1 : 1000 1 : 1000

1-3

1-4

1-5

1-2

1-61-7

1-8

1-9

1-10

1-11

1-12

1-13

1-11

34447.591

21.117

17.673

43298.138

43289.866

43317.673

34392.547

34507.762

43277.104

43269.649

34551.568

34599.775

17.170

17.110

19.839

38.32934263.16343259.295

39.769

41.362

28.723

28.857

34183.58543261.119

34096.79243276.721

34277.63643124.114

34322.91943140.559

30.49434203.46743133.828

28.091

26.971

34512.11243083.538

34509.93143039.557

METAL NAIL INSTALLED

ON CONCRETE WITH BLUE PAINT AROUND.

METAL NAIL INSTALLED

ON ASPHALT WITH BLUE PAINT AROUND.

METAL NAIL INSTALLED

ON CONCRETE WITH BLUE PAINT AROUND.

METAL NAIL INSTALLED

ON ASPHALT WITH BLUE PAINT AROUND.

METAL NAIL INSTALLED

ON CONCRETE WITH BLUE PAINT AROUND.

METAL NAIL INSTALLED

ON ASPHALT WITH BLUE PAINT AROUND.

METAL NAIL INSTALLED

ON CONCRETE WITH BLUE PAINT AROUND.

METAL NAIL INSTALLED

ON CONCRETE WITH BLUE PAINT AROUND.

METAL NAIL INSTALLED

ON CONCRETE WITH BLUE PAINT AROUND.

METAL NAIL INSTALLED

ON ASPHALT WITH BLUE PAINT AROUND.

METAL NAIL INSTALLED

ON ASPHALT WITH BLUE PAINT AROUND.

METAL NAIL INSTALLED

ON ASPHALT WITH BLUE PAINT AROUND.

METAL NAIL INSTALLED

ON ASPHALT WITH BLUE PAINT AROUND.

US Army Corps of Engineers Japan District

SHEET ID

U .S

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M Y

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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

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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

S20

S15 S16

GRAPHIC SCALE

C-101SITE PLANA2 100m50100 1 : 1000 1 : 1000

ITEM NOTAG FACILITY WORK DESCRIPTIONSHEET NO

1.1.19.1 100R1 SEAL AND PATCH ASPHALT PAVEMENTS1C-5011-2

1.1.20.1 10FN1 REPLACE CORRODED GATE COMPONENTS1C-5021-3

1.1.20.2 10FN1 REPLACE CORRODED PERIMETER FENCE1-4

1.1.21.1 121FN REPLACE CORRODED PERIMETER FENCE1-5

1.1.38.1 CW101-1 REPLACE CORRODED PERIMETER FENCE1-7

1C-502

US Army Corps of Engineers Japan District

SHEET ID

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5 4 3 2 1

1-2

SEE ENLARGED SITE PLAN-1

SEE ENLARGED SITE PLAN-3

SEE ENLARGED SITE PLAN-2

SEE ENLARGED SITE PLAN-4

REPLACE PERIMETER FENCE

L=114.0m±

REPLACE PERIMETER

FENCE L=3.0m±

REPLACE PERIMETER

FENCE L=3.0m

REPLACE PERIMETER

FENCE L=15.0m±

REPLACE PERIMETER

FENCE L=10.5m

REPLACE PERIMETER

FENCE L=74.3m±

REPLACE PERIMETER

FENCE L=48.0m±

REPLACE PERIMETER

FENCE L=113.2m±

REPLACE PERIMETER

FENCE L=15.0m±

REPLACE PERIMETER

FENCE L=50.2m±

REPLACE PERIMETER

FENCE L=40.0m±

REPLACE PERIMETER

FENCE L=1.7m±

REPLACE PERIMETER

FENCE L=30.0m±

REPLACE PERIMETER

FENCE L=2.0m±

REPLACE PERIMETER

FENCE L=7.0m±

REPLACE PERIMETER

FENCE L=74.5m±

REPLACE PERIMETER

FENCE L=73.5m±

REPLACE PERIMETER

FENCE L=116.7m±

REPLACE PERIMETER

FENCE L=21.0m±

REPLACE PERIMETER

FENCE L=17.6m±

REPLACE PERIMETER

FENCE L=15.0m±

REPLACE PERIMETER

FENCE L=21.0m±

REPLACE PERIMETER

FENCE L=3.0m±

REPLACE PERIMETER

FENCE L=13.4m±

REPLACE PERIMETER

FENCE L=12.0m±

REPLACE PERIMETER

FENCE L=3.0m±

REPLACE PERIMETER

FENCE L=24.2m±

REPLACE PERIMETER

FENCE L=6.0m±

REPLACE PERIMETER

FENCE L=3.0m±

REPLACE PERIMETER

FENCE L=70.3m±

REPLACE PERIMETER

FENCE L=115.7m±

CLEAN AND SEAL

AC PAVEMENT L=24.0m±

CLEAN AND SEAL

AC PAVEMENT L=37.0m±

CLEAN AND SEAL

AC PAVEMENT L=24.0m±

CLEAN AND SEAL

AC PAVEMENT L=25.0m±

CLEAN AND SEAL

AC PAVEMENT L=42.5m±

REPLACE DAMAGED AC

PAVEMENT 22.7 m2±

REPLACE PERIMETER FENCE TOTAL L=1116.8m±

CLEAN AND SEAL AC PAVEMENT TOTAL L=152.5m±1-2

1-4

1-3

1-5

1-7

1-2

1-4

1-4 1-4

1-4

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-510

INITIAL SAW CUT

AC PAVEMENT

PRIME COAT

SUBGRADE

EXIST AC

PAVEMENT

EXIST BASE

COURSE

EXIST SUBBASE

COURSE

2ND SAW CUT

AND APPLY

TACK COAT

NOT TO SCALE

AC PAVED TRANSITION CONNECTION DETAIL (CTF #1)C3

NOTE:

AFTER REMOVING THE AC PAVEMENT, REPLENISH THE BASE COURSE

MATERIAL AS NECESSARY TO ADJUST THE UNEVENNESS OF THE BASE

COURSE

NOTE: ALL MEASUREMENTS ARE IN MILLIMETERS

UNLESS OTHERWISE SPECIFIED.

17.284

17.448

17.619

17.788

17.936

18.066

18.145

18.137

18.008

17.996

17.887

17.734

17.541

17.371

17.239 17.986

18.551

18.716

18.257

18.222

18.863

19.054

18.579

18.717

19.201

19.524

18.872

18.901

19.401

18.131

18.087

17.987

17.829

17.610

17.537

17.406

17.325

17.265

17.282

17.299

17.517

17.741

17.956

18.027

17.336

17.465

17.590

17.478

17.659

17.763

17.912

18.050

REPLACE DAMAGED AC

PAVEMENT 22.7 m2±

TO MATCH EXIST GRADE

SLOPE

2.0%

ENLARGED SITE PLAN-1B4

X=43246.061 Y=34598.876

X=43245.547 Y=34595.571

X=43236.367 Y=34585.477

X=43235.476 Y=34586.222

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 DETAILB2 1 : 100

1-1

- R

R S

C-501

1C -5

W G

US Army Corps of Engineers Japan District

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5 4 3 2 1

10m510 1 : 100

GRAPHIC SCALE

NOTE: ALL MEASUREMENTS ARE IN MILLIMETERS

UNLESS OTHERWISE SPECIFIED.

SMH

EMH

15 16

17 1-3 16.40314.95114.92315.69516.505

16.553 16.518 16.516 16.497 16.47416.571

16.456

16.579

16.46516.499 16.454 16.490

16.500 16.400

16.408

16.413

16.493

14.752

14.908 14.890

14.612

17.624

17.713

17.693

17.599

17.544

17.497

17.610

17.509

17.485

17.590

17.552

17.571 17.550

17.433

17.307

17.502

17.508

17.716

17.991

17.68316.517

14.670

14.238 14.003 14.242

14.597

14.21314.252

16.32816.40816.390

16.29016.309

16.514

16.604

16.345

16.529

16.493

16.464 16.481

16.427

16.737

16.574

16.631 16.481

16.490 16.523

16.405

16.432

16.75716.766

16.636

16.498 16.532

16.362 16.271

16.427

16.630

16.506

16.560 16.573

16.623

16.386

16.744

16.582

16.561

16.399

16.388

16.381

16.361 16.285

16.126

16.209 16.208

16.37016.401

16.590

16.070

16.618

14.672 14.526

14.164 16.225

16.397

VB♯10

EXIST DEADMAN ANCHOR BLOCK

AND TURNBUCKLE TO REMAIN

DOUBLE SWING GATE (8.0m)

SECURITY FENCE AND

CONCRETE POST

TO MATCH EXIST LOCATION

SEE SHEET C-503

ENLARGED SITE PLAN-2A3

28 29

1-12

28.270

28.072

27.931 28.344

28.265

28.51728.005

28.47228.143

28.403 29.098

29.364 28.616

28.701 29.564

29.59829.489

28.783

29.752 28.854

28.783

29.042

28.679

28.788 28.750

28.764

29.007 29.427

28.815

28.826 29.438 29.614

29.20729.098

29.052

29.067

29.349

29.32229.077

29.030 29.271

29.260

29.19929.084

29.387

29.123

29.331

29.274

29.678

29.929

29.107

29.660 29.786

29.387

29.681

29.703

29.089

28.986 28.994

29.553

29.446

28.811

28.793

28.855 28.823

29.007

29.049

29.11629.091

29.133

29.143

29.228

29.39629.120

28.769

28.822

28.944

29.026 29.299

29.445 29.090

29.134

29.175

29.518

29.022

28.905

28.847

28.508

29.097

29.027

29.081

29.020

29.048

29.103

29.045

28.894

29.139

29.129

29.152 29.069 29.044

ENLARGED SITE PLAN-3B4

SECURITY FENCE AND

CONCRETE POST

TO MATCH EXIST LOCATION

SEE SHEET C-503

DOUBLE SWING GATE (7.3m)

CONCRETE POST WIDE TYPE

90007300

15750

1-5

17.051

16.170

16.605

16.357

16.866 16.840

16.956

17.046 16.991

16.936 17.094

17.085 16.948

17.052

16.750 16.442

16.603

16.170

16.086 15.751

15.488

15.48415.567 15.821

17.054

17.018

16.913 16.85616.770

16.947 16.728 16.566

16.616

16.475 16.285

16.203 16.23016.371

16.18616.356

16.427 16.259

16.34516.50316.567

16.353

16.26816.40316.371

16.311 16.153 16.385

16.500

16.49316.683

16.651

16.735

16.622

16.761 16.81116.875

16.905 16.809

15.523 15.502

15.588 15.845

15.776 15.595

15.577

15.715

15.666 16.049

16.119

15.268

15.844

16.04116.120

16.25716.312 16.130

PEDESTRIAN GATE (1.2m)

OWS CW1-1

SECURITY FENCE AND

CONCRETE POST

TO MATCH EXIST LOCATION

SEE SHEET C-503

12150

ENLARGED SITE PLAN-4B2

C-504 B5

C-504 A3

C-505 A3

1 : 100

1-3 1-4

1-5 1-7

1, FN

A N

D C

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R S

C-502

1C -5

W G

US Army Corps of Engineers Japan District

SHEET ID

U .S

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5 4 3 2 1

10m510 1 : 100

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-503 A5 C-503

A4 C-503 A2

C-503 A3

C-503 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

- R

R S

C-503

1C -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

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

GL GL

Ø600

GALV BARBED

WIRE W/ 6MM

GALVANIZED

HOOK BARS

NEW ASPHALT

PAVEMENT/GRASS

AREA WHERE

SHOWN ON

PLAN

D12@150 OC

4-D22

PRECAST CONCRETE

(24N/mm²)

CAST-IN-PLACE

CONC FOUNDATION

(24N/mm²)

8 65

Ø600

ASPHALT

PAVEMENT/GRASS

AREA WHERE

SHOWN ON PLAN

TYPICAL CONCRETE POST DETAILS

NOT TO SCALEB5

3-D22

10mm CHAMFER

Ø12@150mm TIE BARS

D22 REINF BAR

POST SECTION

EXIST DEADMAN ANCHOR BLOCK

AND TURNBUCKLE TO REMAIN

REPLACE Ø20 WIRE ROPE

EXIST U-BOLT AT LINE POST

TO REMAIN

REPLACE Ø20 WIRE ROPE

EXIST DEADMAN ANCHOR BLOCK

AND TURNBUCKLE TO REMAIN

EXIST DEADMAN ANCHOR BLOCK

AND TURNBUCKLE TO REMAIN

0 Ø20mm GALV

STEEL ROD

Ø19x3050

GROUNDING

3-Ø2.6

LINE BARBED WIRE

0 60

100 700x700 100

900x900

GRAVEL BASE

(CRUSHER-RUN, C-40)

CONC (21N/mm2)

NOT TO SCALE

PEDESTRIAN GATE DETAILA3

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

Ø20 WIRE ROPE

REPLACE WIRE ROPE

NOT TO SCALE

D C

- R

R S

C-504

1C -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

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

Ø101.6x3.2

B C D

Ø22

Ø16

Ø101.6x3.2

Ø318.5x6.9

Ø318.5x6.9 Ø22 Ø16 1400 1600 1100 1200

100100

100 100

100100

GRAVEL BASE

(CRUSHER-RUN, C-40)

- R

R S

C-505

1C -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: SAND TOPPING SHALL BE NORMAL SAND

USUALLY USED IN READY MIX CONCRETE.

TOP SOIL (100mm THK)

COMPACTED SUBGRADE

SAND TOPPING

A4 C-506

NOT TO SCALE

SECTION

PLAN

360 360360 360 280 280 280 280 280

NOT TO SCALE

SODDING DETAILA5

SOD (KOURAI-SHIBA)

NOTE: ALL MEASUREMENTS ARE IN MILLIMETERS

UNLESS OTHERWISE SPECIFIED.

PLAN

150 200 900 200 150

GRAVEL BASE

(CRUSHER-RUN, C-40)

ECCENTRIC PLUG VALVE

TO O/W SEPARATOR

FROM PUMP HOUSE

5±

CAST IRON MANHOLE COVER

AND FRAME

(WATERPROOF,

DEODORIZATION TYPE, T-6)

SLANT WALL

STRAIGHT WALL

PLAIN CONC (21N/mm²)

CONC RING

EXIST WATER LINE

B3 C-506

CIP PIPE

EXIST CIP PIPE

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

W.L.

NOT TO SCALE

ECCENTRIC PLUG VALVE DETAILC2

NOT TO SCALE

DRAIN VALVE BOX DETAILB4

CONC SIDEWALK

EXPANSION JOINT

FILLER

SEALANT

NOT TO SCALE

EXPANSION JOINT DETAILA2

170100

27050

PRECAST CONC CURB

(TYPE-A)

LEVELING MORTAR (1:3)

AC PAVEMENT

PLAIN CONCRETE

(21N/mm²)GRAVEL BASE

(CRUSHER-RUN, C-40)

SCALE 1:100

CONC CURB DETAILA3

REMOVE AND DISPOSE

EXIST STEEL COVER

REMOVE AND DISPOSE

EXIST DRAIN VALVE BOX

140190

EXIST WATER LINE

TO REMAIN

CIP PIPE

DIP PIPE

CIP PIPE

REMOVE AND DISPOSE

EXIST Ø100 DRAIN VALVE

REMOVE AND DISPOSE

EXIST Ø100 CIP ELBOW

CONCRE…

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.