280385_Drawings.pdf

1 T - 1 1 OF 1 TITLE SHEET

CIVIL

A

B C D

E F G H

SCHEDULE OF DRAWINGS

RING NO. RING NO.DWG. NO. DWG. NO.SHT. NO. SHT. NO.DESCRIPTION OF DRAWINGS DESCRIPTION OF DRAWINGSREF. NO. REF. NO.REVISION STATUS REVISION STATUS

SYMBOL BY

DESIGNED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENERGY MANAGER

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

ENVIRONMENT

FORCE PROTECTION

CHAIN LINK FENCE AND GATE

PAK, C S

T-1

TITLE SHEET

CIVIL

FLOOD GATE PLAN

WARNING SIGN DETAIL

REPLACE AND REPAIR PERIMETER FENCE

REPLACE AND REPAIR PERIMETER FENCE

CAMP CASEY

FEWR NO. 280385

C - 5

C - 4

C - 3

C - 2

C - 1

CAMP CASEY

280385

LOCATION PLAN AND GENERAL NOTES

SITE LAYOUT PLAN, SPECIFIC NOTES AND SCOPE OF WORK

SUBMISSION OF CONTRACT PROPOSAL.

DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND

C-1

MATCH LINE 'C'

00-49341

3-48PN

00-49341

4-200PN

00-49341

4-200PN

01-49550

00-49341

LAUNDRY

KSC

PEST

647667

UTIL

B&G

WH-1

WH-2

DPW HQ

A

B

629 685

651A

833T

808 811

746 715 726

A B

00-49341

A

B

1149 1151

10291144

A

B

1918 1879

A

B

A

B

A

B

2372A

2373T

A C

2451 2400

A

B

A

B

2648 2605

2609T

2514 2540

8008T

2540T

26462645

1991 1963

A B

18331832

1962 1812

456A

CCTT

CCTT

SIMNET

463Z

SSSC

TSAK MILES 2000

549 546

8114T

560G

A B

86M

48T

A

B

39 55

134 133

186 192

202A

208 215 214

213 212

259 245

FOOT BR

VEH BR

FOOT BR

VEH BR

VEH BR

VEH BR

VEH BR

VEH BR 1821

VEH BR

VEH BR

VEH BR

VEH BR

FOOT BR

VEH BR

VEH BR

FOOT BR

FOOT BR

VEH BR

VEH BR

VEH BR

FOOT BR

FOOT BR

VEH BR

VEH BR

VEH BR

VEH BR

FOOT BR

1158A

1158B

RAILHEAD

MATCH LINE 'C'

447A

F

F

497A

497B

458Z

2372?

QA00894-0J

QA00893-0J

QA00892-0J

ADMIN

EXER W/LAT

EXER W/LAT

QA00138-9J

QA01300-8J

00-54151 BUP 020122

00-54152 BUP 020122

00-54132 BUP 010801

00-54127 BUP 040430

00-54158 BUP 030104

00-54129 BUP 011109

00-54157 BUP AFTER 2026

00-54156 BUP 031030

00-54130 BUP 020330

00-54131 BUP 020929

00-54155 BUP 030506

03-57200 REPAIR 041007

99-47353

4-200PN

01-QA00604 BUP

XX-QA00606 BUP 0310XX

95-44142

4-184PN

95-44066

4-184PN

96-QA00466 BUP

95-44066

4-184PN

95-44066

4-184PN

95-44066

4-184PN

01-55893 BUP

99-QA00603 BUP

XX-QA00602 BUP 0310XX

99-47353

4-200PN

96-43269

4-184PN

97-44592

4-200PN

XX-QA00287 BUP

01-55894 BUP

99-51682

4-200PN

99-51820

3-48PN

97-44592

4-200PN

99-51682

4-200PN

99-51682

4-200PN

01-55882 BUP

A

B

A B

2022(?)

VEH BR

VEH BR

472?

455?

1839T

1840T

BARRIER

1564 1566

635A

2002B

A B

48A

A

B

A B

A B

A

B

A

B

A

B

174 Z

706(707A)

(2298)

1071?

A B

1760?

VEH BR?

VEH BR?

GENERAL NOTES :

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

COMMENCING WORK ON THE PROJECT.

INDICATED BY THE COR AND SHALL BE APPROVED PRIOR TO

UNDETAILED PORTION OF THE JOB INCLUDING OTHER AREAS

2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ANY

COVERED WITH TOP SOIL AND CARPET SODDED.

4. ALL UNPAVED AREAS WITHIN THE GRADING LIMIT LINES SHALL BE

A CLEAN CONDITION ACCEPTABLE TO THE COR.

MATERIALS, EQUIPMENT AND DEBRIS AND LEAVE THE PREMISES IN

ALL TIMES AND AT COMPLETION OF WORK, REMOVE ALL SURPLUS

7. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA CLEAN AT

EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.

DISMANTLING, DEMOLISHING, OR REMOVING AT THE CONTRACTOR'S

TO THEIR ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/RESTORATION

ITEMS WHICH WILL INTERFERE WITH THE CONSTRUCTION OPERATIONS.

UNDER GROUND ROCK BASE, EXISTING UTILITY LINES, AND OTHER

CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS, SUCH AS

5. THE SITE INDICATED ON THE DRAWINGS SHALL BE GRADED AND

TO THE PROJECT CONTRACT.

TO ACCOMPLISH THE CIVIL SCOPE OF WORK AT NO ADDITIONAL COST

FORM ARE A PART OF THIS PROJECT. THE DETAILS SHALL BE UTILIZED

OF THE INSTALLATION MANAGEMENT AGENCY, KOREA REGION OFFICE"

DRAWINGS, FOR OM&A PROJECTS, KOREA, OCTOBER 2015, DEPARTMENT

6. THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL

N

100 0 100 200 300M

SCALE IN METERS

THIS PROJECT

12 CM

ST

ST

S T

P V C

.5

.9

W A

L L

GAL

6 PVC

ST

12 CM

ST

GRAVES

GRAVES

65-A

STREAM

227.5

J-4

ST

36 CM

W A

L L

W A

L L

WALL

W A

L L

WALL

228.4

ST

.8

.5

S T

R C

T

M

S T

268.6

STREAM

DISCHARGE TO

65-A

STREAM

B A

S K

E T

B A

L L

O

U R

T

T E

N N I

O

U R

T

- 1

SCALE = 1 : 3,500

CIVIL

PAK, C S

LOCATION PLAN - 1

REPLACE AND REPAIR PERIMETER FENCE

280385

CAMP CASEY

LOCATION PLAN AND GENERAL NOTES

CAMP CASEY WEST

00-49341

4-200PN

00-49341

11491151

10291144

A

B

1918 1879

A

B

A

B

A

B

2286 2373

2373T

1991 1963

A B

18331832

1962 1812

456A

CCTT

CCTT

SIMNET

463Z

SSSC

TSAK MILES 2000

8114T

560G

A B

VEH BR

FOOT BR

VEH BR

VEH BR

VEH BR

VEH BR

VEH BR 1821

VEH BR

VEH BR

VEH BR

VEH BR

FOOT BR

VEH BR

VEH BR

VEH BR

FOOT BR

1158A

1158B

447A

497A

497B

00-54127 BUP 040430

00-54158 BUP 030104

00-54129 BUP 011109

00-54157 BUP AFTER 2026

00-54156 BUP 031030

00-54130 BUP 020330

01-QA00604 BUP

95-44066

4-184PN

96-QA00466 BUP

95-44066

4-184PN

95-44066

4-184PN

95-44066

4-184PN

97-44592

4-200PN

XX-QA00287 BUP

01-55894 BUP

99-51682

4-200PN

99-51820

3-48PN

97-44592

4-200PN

99-51682

4-200PN

2022(?)

455?

1840T

2002B

(2298)

A B

1760?

VEH BR?

1919LIFT STATION

MECH ROOM

VEH BR?

CAMP CASEY EAST

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

THAN 100MM.

BETWEEN BOTTOM RAIL AND GROUND IS BIGGER

AND BLOCK W/ 16MM DIA GALVANIZED REBAR WHERE GAP

1. REPLACE EXST DETERIORATED CHAIN LINK FENCE W/ NEW

4. REPLACE WATER COURSE BARRIERS.

FENCE EVERY 50M.

6. REPLACE WARNING SIGN PLATE ON OUTER CHAIN LINK

7. PROVIDE TEMPORARY ACCESS FOR CONSTRUCTION AREA.

5. REPLACE FLOOD GATE.

OF CHAIN LINK FENCE.

3. REMOVE TREES AND VEGETATION 2.0M IN AND OUT

SUBMIT SHOP DRAWING FOR TEMPORARY FENCE.

8. PROVIDE TEMPORARY FENCE DURING CONSTRUCTION AND

FOR GATE LOCATION.

3. THE CONTRACTOR SHALL COORDINATE WITH COR

AND DIMENSIONS AT THE CONSTRUCTION SITE.

2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS

THE CONSTRUCTION SITE.

THE CONTRATOR SHALL BE RESPONSIBLE FOR ACCESSING

1. THE VEHICLE CANNOT ACCESS CONSTRUCTION AREA,

* SPECIFIC NOTES:

BOTH IN AND OUT SIDE OF CHAIN LINK FENCE.

9. PUT WEED CONTROL MAT AND COCONUT MAT 1.5M EACH

EVERY 50M.

ON OUTER CHAIN LINK FENCE

REPLACE WARNING SIGN PLATE

OF ALL CHAIN LINK FENCE, APPROX. 15,000 SM

REMOVE TREES AND VEGETATION 2.0M IN AND OUT

AND GROUND IS BIGGER THAN 100MM, APPROX. 5,040.0 LM

AND BLOCK W/ REBAR WHERE GAP BETWEEN BOTTOM RAIL

REPLACE EXST DETERIORATED CHAIN LINK FENCE W/ NEW

AND SUBMIT SHOP DRAWING FOR TEMPORARY FENCE

PROVIDE TEMPORARY FENCE DURING CONSTRUCTION

IN AND OUT SIDE OF CHAIN LINK FENCE, APPROX. 12,000 LM

PUT WEED CONTROL MAT AND COCONUT MAT 1.5M EACH BOTH

CONSTRUCTION AREA

PROVIDE TEMPORARY ACCESS FOR

BARRIERS

REPLACE FIVE(5) WATER COURSE

REPLACE ONE(1) FLOOD GATE

INSTALLATION LOCATION.

COORDINATE W/ COR FOR

REPLACE TEN(10) 1.2M W SINGLE GATE,

REPLACE FIVE(5) VEHICLE GATE

- 2

SCALE = 1 : 4,000

CIVIL

PAK, C S

C-2

REPLACE AND REPAIR PERIMETER FENCE

2. REPLACE SINGLE GATE AND VEHICLE GATE.

AND SCOPE OF WORK

SITE LAYOUT PLAN, SPECIFIC NOTES

280385

SITE LAYOUT PLAN

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

SCALE: NONE

CHAIN LINK

FABRIC

(SEE NOTE 1)

GATE DOUBLE SWING

WIRE

TIES

SEE DETAIL

CONCRETE BASE

TRUSS ROD BAND

FENCE POST

TRUSS ROD

(10 0 MIN) FENCE POST

BRACE RAIL

BAND

10 TRUSS ROD

FLEXIBLE

COPPER

BRAID

NOT TO SCALE

STRETCHER

BAR

TRUSS

ROD

PLUNGER

BAR

GATE

LATCH

WIRE

TIES

STRETCHER

BAR

TRUSS ROD

10 0 MIN

TRUSS ROD

10 0 MIN

50 LINE POST

(TYP)

40 0

BRACE

100 0

GATE POST

50 0 PIPE

(GATE FRAME)

60 0

CORNER

POST

CONCRETE

21 MPa

(CAST-IN-PLACE)

#8 AWG SOLID

COPPER WIRE

POST

HINGE

COPPER CLAD STEEL

GROUND ROD

19 0x3050 LENGTH/

10 0 STD

TRUSS ROD

CONNECTOR

FABRIC TOP SELVAGE TO

BE TWISTED AND BARBED

40 0 TOP RAIL-

EXPANSION COUPLING

@ 6000 OC MAX

3 STRANDS

4 POINTS

STRETCHER

BAR

9 GAGE WIRE

FABRIC 50 MESH

STRETCHER

BAR BAND

STANDARD

TRUSS ROD

BAND

TRUSS ROD

10 0 MIN

40 0 TOP RAIL-EXPANSION COUPLING

@ 6000 OC. MAX

13x50x363 STRAP BENT

AS SHOWN

FABRIC

TIE WIRES

TIE WIRE

(375 OC MAX AND

WITHIN 100 FROM

TOP AND BOTTOM

OF FABRIC)

FENCE

POST

FABRIC

9-GAGE TIE WIRES

(600 OC MAX)

FABRIC

TOP & BOTTOM

KNUCKLED

P L A N 5A

ELEVATION

5B

NOT TO SCALE

LINE POST ATTACHMENTS

NOT TO SCALE

WIRE TIES FOR

TOP OR BRACE RAIL

HANDLE

GATE FRAME HANDLE 25x100

STEEL BAR

/32 0 HOLE

(2 EA)

32 0 HOLE

PLUNGER-25x500 MIN

STEEL BAR

M I

N

P L A N 4A

ELEVATION

4B

NOT TO SCALE

PLUNGER BAR

GATE FRAME

(TYP)

013x85 BOLT

W/NUT

7 0 REMOVABLE

PIN (TO LOCK IN

UP POSITION)

CORNER POST

7A

GATE

7B

NOT TO SCALE

GROUNDING DETAILS

NOT TO SCALE

GATE FRAME

NOT TO SCALE

TRUSS ROD & BAND

NOT TO SCALE

CLAMP FOR BRACE RAIL

FABRIC

FENCE POST

TENSION BAND

(375 OC MAX AND

WITHIN 100 FROM

TOP AND BOTTOM

OF FABRIC)

NOT TO SCALE

STRETCHER BAR BAND

6x20

STRETCHER BAR

TO ENGAGE EACH

FABRIC LINK

NOT TO SCALE

LINE POST DETAIL

100 GATE POST

50 PIPE

GATE FRAME

25 PL 100 0

GATE POST

13x25x138 STRAP

13x38 STRAP BENT

AS SHOWN-2EA-LEGEND

VARIES

13 0 HOLE FOR PADLOCK

(EACH SIDE)

LATCH MOVEMENT

DIRECTION

GATE FRAME

(TYP)

GATE FRAME

(TYP)

2 WASHER

(TYP)

LATCH

PEEN END (TYP)

DRILL 14 FOR

013 BOLT

P L A N 2A

ELEVATION

2B

NOT TO SCALE

POST HINGE

P L A N 3A

ELEVATION

3B

NOT TO SCALE

GATE LATCH

013x100 BOLT WITH

NUT & 6 WASHERS

013x88 BOLT WITH

NUT & 3 WASHERS

13x88x50 PLATE

NOTCHED EACH SIDE

013 BOLT USS THREAD

100 LONG, HEX HEAD

W/NUT

6 5

R16

FENCE

FABRIC

NOTES :

1. ALL FABRIC SHALL BE #9 GAGE GALVANIZED STEEL

WOVEN IN A 50 MESH.

2. ALL DIMENSIONS SHOWN HEREON ARE IN MILLIMETERS.

3. FENCE GROUNDING

a. ALL FENCES SHALL BE GROUNDED AT EACH TERMINATION, EACH CORNER (EXCEEDING 60^), EACH SIDE OF EACH

GATE, AND AT 300 METER INTERVALS.

b. FENCE CROSSED BY PRIMARY POWER LINES IN EXCESS OF

600 VOLTS SHALL BE GROUNDED AT A POINT DIRECTLY

BELOW THE CROSSING AND 45 METER ON EACH SIDE

OF CROSSING.

c. FENCES PARALLEL TO OR WITHIN 30 METER OF A PRIMARY

POWER LINE IN EXCESS OF 600 VOLTS SHALL BE GROUNDED

EVERY 150 METER.

4. ALL CHAIN-LINK FENCING MATERIALS SUCH AS FABRIC,

POSTS, RAILS, ETC. SHALL BE GALVANIZED FINISHED,

UNLESS OTHERWISE NOTED.

BOLTED

SOLDERLESS

CLAMP

FUSION WELDING

100 0 GATE POST/

GROUNDING

BAND

WIRE TIES

BAND

LINE POST

GATE

FIN GR

BOT RAIL

MULTIPLES OF 3000SEE PLAN3000

30003000

CHAIN LINK FENCE

600 DIA-(3)CONCERTINA

BARBED TYPE WIRE

BARBED TYPE WIRE

600 DIA-(3)CONCERTINA

CHAIN LINK FABRIC FENCE AND GATE

BOTTOM RAIL

M

IN

A B

O V

E

NOT TO SCALE

G.L

MANPROOF BARRIER REBAR

W/ WELDING

150 @ O.C

D16 GALVANIZED REBAR

2000 2000

CHAIN LINK FENCE AND GATE

PAK, C S

CIVIL

C-3

REPLACE AND REPAIR PERIMETER FENCE

280385

SCALE:

SCALE: 1 / 100

24.00 216.00 24.00 216.00 24.00 216.00 24.00 216.00 24.00

240.00

240.00

24.00

240.00

240.00

.00

0.0

.00

.00

.00

C L

96.00

CL

FLOOD GATE ELEVATION - TYP.

FLOOD GATE PLAN - TYP.

SCALE: 1 / 100

FLOOD GATE SECTION - TYP.2

D13@300 O.C

D13@300 O.C

D13@300 O.C D13@300 O.C

STEEL PIPE W/ 45 DEGREE ANGLE

50MM DIA GALVANIZED

DOWNSTREAMUPSTREAM

STEEL PIPE W/ 45 DEGREE ANGLE

50MM DIA GALVANIZED

@ 200 O.C

STEEL PIPE W/ 45 DEGREE ANGLE

50MM DIA GALVANIZED

U P S T R

E A

M D

O W

N S T R

E A

M

BY CONTRACTOR'S OWN SURVEY WITHOUT COST CHANGE.

1. THE FLOOD GATE SIZE SHOULD FIT ON ACTUAL GROUD CONDITION

* NOTE:

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

PAK, C S

CIVIL

C-4

FLOOD GATE PLAN

HORIZ = 1:100

PERSONNEL GATE

1.2M W CHAIN LINK FENCE

CHAIN LINK FENCE

GABION MATTRESS

300MM THK

GABION MATTRESS

300MM THK

W/ CON'C

WING WALL AND GAL. PIPE

BLOCK THE GAP BETWEEN

GROUND CONDITION

SHOULD FIT ON ACTUAL

CON'C WING WALL DIRECTION

GABION MATTRESS

300MM THK

REPLACE AND REPAIR PERIMETER FENCE

1 WARNING SIGN PLATE

WARNING SIGN DETAIL

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

SCALE: NONE

WARNING

MILITARY INSTALLATION

unless specifically authorized by the Installation Commander.

or making notes, drawings, maps or graphic representations of this area or its activities are prohibited

Installation all personnel and property under their control are subject to inspection. Photographing and

It is unlawful to enter this area without the permission of the Installation Commander. While on this

This area is patrolled by military working dog teams.

- LETTER COLOR: WHITE

- BACKGROUND COLOR: DARK BROWN

- THE STEEL PLATE SIZE: 927X775X4T

* NOTE:

PAK, C S

CIVIL

C-5

REPLACE AND REPAIR PERIMETER FENCE