317499_CIVIL_DWG.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

CIVIL

T-1

TITLE SHEET

CASEY

FEWR NO. 317499

LOCATION PLAN AND GENERAL NOTESC - 1

C - 2

C - 3

C - 4

C - 5

C - 6

C - 7

C - 8

CHAIN LINK FENCE AND GATE

SITE LAYOUT PLAN - 1 AND SCOPE OF WORK

SITE LAYOUT PLAN - 2 AND SCOPE OF WORK

SITE LAYOUT PLAN - 3 AND SCOPE OF WORK

SITE LAYOUT PLAN - 4 AND SCOPE OF WORK

MISC. DETAILS

SITE LAYOUT PLAN - 5 AND SCOPE OF WORK

SITE LAYOUT PLAN - 6 AND SCOPE OF WORK

SITE LAYOUT PLAN - 7 AND SCOPE OF WORK

SITE LAYOUT PLAN - 8 AND SCOPE OF WORK

SYNTHETIC WOOD HANDRAIL

RAMP DETAILS

HIGHLAND STONE DETAILS

VEHICLE GUARD RAIL

C - 9

C - 10

C - 11

C - 12

C - 13

C - 14

C - 15

REPAIR DETERIORATED PAVEMNET

CAMP CASEY

REPAIR DETERIORATED PAVEMENT

PAK, CS

317499

- 1 100 0 100 200 300M

SCALE IN METERS

SCALE = 1 : 3,000

THIS PROJECT

N

GENERAL NOTES :

LOCATION 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

AS SHOWN

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

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

.8

.5

S T

R C

T

M

S T

268.6

STREAM

DISCHARGE TO

65-A

STREAM

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

B A

S K

E T

B A

L L

O

U R

T

T E

N N I

U R

T

706(707A)

(2298)

1071?

A B

1760?

VEH BR?

VEH BR?

C-1

CIVIL

LOCATION PLAN AND GENERAL NOTES

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

8. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA CLEAN AT

SUBMISSION OF CONTRACT PROPOSAL.

DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND

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

EXISTING SITE CONDITIONS PRIOR TO START OF WORK.

CHECK THE OTHER CONSTRUCTION REQUIREMENTS IN MEETING THE

FOR GOOD SURFACE RUN-OFF DISCHARGE CONDITIONS AND ALSO

7. THE CONTRACTOR SHALL PERFORM TOPOGRAPHIC SURVEY TO VERIFY

CAMP CASEY

REPAIR DETERIORATED PAVEMENT

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.3

0 fa n c e fa n c e fa n c e fa n c e fa n c e fa n c e b o lla rd b o lla rd c o n ,c c o n ,c c o n ,c c o n ,c c o n ,c c o n ,c c o n ,c c o n ,c c o n ,c c o n ,c c o n ,c c o n ,c c o n ,c c o n ,c c o n ,c c o n ,c c o n ,c c o n ,c c o n ,c c o n ,cc o n ,c c o n ,c c o n ,c b u ild in g b u ild in g b u ild in g b u ild in g b u ild in g b u ild in g b u ild in g b u ild in g b u ild in g b u ild in g b u ild in g b u ild in g b u ild in g b u ild in g b u ild in g b u ild in g b u ild in g b u ild in g s id e w a lk s id e w a lk s id e w a lk s id e w a lk s id e w a lk s id e w a lk s id e w a lk s id e w a lk s id e w a lk s id e w a lk s id e w a lk te le g ra p h p o le c h e rry tre e c h e rry tre e c h e rry tre e c h e rry tre e c h e rry tre e c h e rry tre e c h e rry tre e c h e rry tre e c h e rry tre e c h e rry tre e c h e rry tre e p la n te r s h e lte r s h e lte r s h e lte r s h e lte r s h e lte r s h e lte r s h e lte r

R O

A D

UP

HIGHLAND STONE STEP

52.0LM-HIGHLAND STONE WALL

(W2.0 x 11ea) c o n ,c s id e w a lk

51.0SM-CON,C SIDE WALK

� A

133.0SM-SOD

51.0SM-CON,C PAVEMENT

52.0LM-HANDRAIL

200.0SM-SOD

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

CIVIL

APPROX. 54.0 SM

REPLACE EXST CON'C SIDEWALK W/ NEW,

APPROX. 52.0 LM

REPLACE HIGHLAND STONE WALL AND 2.0M W HIGHLAND STEP,

4APPROX, 333.0 SM

RESTORE CARPET SODDING W/ TOP SOIL,

APPROX. 52.0 LM

REPLACE SYNTHETIC WOOD HANDRAIL,

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

2. REPLACE EXST CON'C SIDEWALK W/ NEW.

3. RESTORE CARPET SODDING W/ TOP SOIL.

4. REPLACE SYNTHETIC WOOD HANDRAIL.

2.0M W HIGHLAND STEP.

1. REPLACE HIGHLAND STONE WALL AND

N

S-2151

SCALE = 1 : 1002

C-2

SITE LAYOUT PLAN - 1

SCOPE OF WORK

SITE LAYOUT PLAN - 1 AND

1~4

CAMP CASEY

REPAIR DETERIORATED PAVEMENT

st ep

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UP

UP

st ep st ep st ep st ep st ep st ep st ep st ep si de w al k si de w al k si de w al k si de w al k si de w al k si de w al k si de w al k ro ad ro ad ro ad ro ad ro ad ro ad ro ad ro ad ro ad ro ad ro ad ro ad ro ad ro ad ro ad ro ad ro ad ro ad ro ad ro ad si de w al k si de w al k si de w al k si de w al k si de w al k bu ild in g si de w al k si de w al k bu ild in g

M .H

M .H si de w al k si de w al k si de w al k co n, c co ve r di tc h co n, c co ve r di tc h co n, c co ve r di tc h co n, c co ve r di tc h fe nc e fe nc e fe nc e fe nc e fe nc e fe nc e fe nc e fe nc e fe nc e fe nc e fe nc e fe nc e fe nc e fe nc e ga te ga te si de w al k si de w al k si de w al k si de w al k si de w al k st ea l c ov er st ea l c ov er st ea l c ov er si de w al k si de w al k si de w al k fe nc e fe nc e st ea l c ov er d itc h st ea l c ov er d itc h st ea l c ov er d itc h st ea l c ov er d itc h w al l t op w al l t op w al l t op w al l t op w al l t op st ea l c ov er d itc h st ea l c ov er d itc h st ea l c ov er d itc h st ea l c ov er d itc h st ea l c ov er d itc h st ea l c ov er d itc h bo tt om bo tt om bo tt om bo tt om si de w al k si de w al k si de w al k si de w al k si de w al k

M .H st ea l c ov er d itc h st ea l c ov er d itc h si de w al k st ea l c ov er d itc h st ea l c ov er d itc h st ea l c ov er d itc h st ea l c ov er d itc h st ea l c ov er d itc h

+60.10 +58.80

S-2532 S-2514

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

CIVIL

C-3

3. RESTORE CARPET SODDING W/ TOP SOIL.

- 3

N

MP MOTOR POOL

APPROX. 47.0 SM

REPLACE EXST CON'C SIDEWALK W/ NEW,

APPROX. 52.0 LM

0.2M W GRANITE CURB,

REPLACE EXST CON'C CURB W/

AND RECON RETAINING WALL, APPROX. 35.0 SM

CONTRUCT VEHICLE RAMP, APPROX. 45.0 SM

APPROX. 52.0 LM

CONSTRUCT 1.5M W HIGHLAND STEP,

4APPROX, 115.0 SM

RESTORE CARPET SODDING W/ TOP SOIL,

APPROX. 14.0 LM

ONE(1) 3.6M W VEHICLE GATE,

REPLACE CHAIN LINK FENCE AND

-CONSTRUCT VEHICLE GUARD RAIL, APPROX. 82.0 LM

APPROX. 10.0 LM

CONSTRUCT SYNTHETIC WOOD HANDRAIL,

SCOPE OF WORK

SCHEDULE #2 (REPAIR/MAINTENANCE)

SCHEDULE #1 (CONSTRUCT/ALTERATION)

RETAINING WALL.

1. CONTRUCT VEHICLE RAMP W/ RECON

2. CONSTRUCT VEHICLE GUARD RAIL.

3. CONSTRUCT 1.5M W HIGHLAND STEP.

4. CONSTRUCT SYNTHETIC WOOD HANDRAIL.

1. REPLACE EXST CON'C SIDEWALK W/ NEW.

GRANITE CURB.

2. REPLACE EXST CON'C CURB W/ 0.2M W

3.6M W VEHICLE GATE.

4. REPLACE CHAIN LINK FENCE AND ONE(1)

SCALE = 1 : 100

SITE LAYOUT PLAN - 2

SCOPE OF WORK

SITE LAYOUT PLAN - 2 AND

1~4

CAMP CASEY

REPAIR DETERIORATED PAVEMENT

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

CIVIL

- SCALE = 1 : 250

N

H H

H H

C

C

E

X

X

C B

D

D

D

D

D

P N

6. THE CONTACTOR SHALL PAINT SIDE LINE ON ALL NEW PAVED AREA.

IF ROAD WIDE IS MORE THAN 6.8 LM.

5. THE CONTACTOR SHALL PAINT CENTER LINE ON NEW PAVEMENT AREA,

4. THE CONTRACTOR SHALL RESTORE PAINTING ON NEW PAVED AREA.

3. THE CONTRACTOR SHALL COORDINATE WITH COR FOR TREE TRANSPLANT.

PAVEMENT AREA.

2. CONTACTOR SHALL MATCH FINAL GROUND LEVEL WITH TBM, EXISTING

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

1. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

NOTE:

APPROX. 742.0 SM

MILL/OVERAY W/ 50MM THK AC SURFACE COURSE,

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

COURSE.

1. MILL/OVERAY W/ 50MM THK AC SURFACE

C-4

SITE LAYOUT PLAN - 3

SCOPE OF WORK

SITE LAYOUT PLAN - 3 AND

CAMP CASEY

REPAIR DETERIORATED PAVEMENT

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

CIVIL

- SCALE = 1 : 250

C

C

C

C

E

D D

D

D

D

D

D

DD

6. THE CONTACTOR SHALL PAINT SIDE LINE ON ALL NEW PAVED AREA.

IF ROAD WIDE IS MORE THAN 6.8 LM.

5. THE CONTACTOR SHALL PAINT CENTER LINE ON NEW PAVEMENT AREA,

4. THE CONTRACTOR SHALL RESTORE PAINTING ON NEW PAVED AREA.

3. THE CONTRACTOR SHALL COORDINATE WITH COR FOR TREE TRANSPLANT.

PAVEMENT AREA.

2. CONTACTOR SHALL MATCH FINAL GROUND LEVEL WITH TBM, EXISTING

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

1. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

NOTE:

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

COURSE.

1. MILL/OVERAY W/ 50MM THK AC SURFACE

APPROX. 883.0 SM

MILL/OVERAY W/ 50MM THK AC SURFACE COURSE,

C-5

SITE LAYOUT PLAN - 4

N

SCOPE OF WORK

SITE LAYOUT PLAN - 4 AND

CAMP CASEY

REPAIR DETERIORATED PAVEMENT

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

CIVIL

- SCALE = 1 : 250

C

C

C

C

E

C B

CB

CB

CB

D

D

6. THE CONTACTOR SHALL PAINT SIDE LINE ON ALL NEW PAVED AREA.

IF ROAD WIDE IS MORE THAN 6.8 LM.

5. THE CONTACTOR SHALL PAINT CENTER LINE ON NEW PAVEMENT AREA,

4. THE CONTRACTOR SHALL RESTORE PAINTING ON NEW PAVED AREA.

3. THE CONTRACTOR SHALL COORDINATE WITH COR FOR TREE TRANSPLANT.

PAVEMENT AREA.

2. CONTACTOR SHALL MATCH FINAL GROUND LEVEL WITH TBM, EXISTING

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

1. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

NOTE:

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

COURSE.

1. MILL/OVERAY W/ 50MM THK AC SURFACE

APPROX. 1146.0 SM

MILL/OVERAY W/ 50MM THK AC SURFACE COURSE,

C-6

SITE LAYOUT PLAN - 5

N

SCOPE OF WORK

SITE LAYOUT PLAN - 5 AND

CAMP CASEY

REPAIR DETERIORATED PAVEMENT

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

CIVIL

- SCALE = 1 : 250

C

C

C

C

E

E

E

CB

D

D

D

D

D

D

D

D

D

D

D

DD

D

X P

S

D

6. THE CONTACTOR SHALL PAINT SIDE LINE ON ALL NEW PAVED AREA.

IF ROAD WIDE IS MORE THAN 6.8 LM.

5. THE CONTACTOR SHALL PAINT CENTER LINE ON NEW PAVEMENT AREA,

4. THE CONTRACTOR SHALL RESTORE PAINTING ON NEW PAVED AREA.

3. THE CONTRACTOR SHALL COORDINATE WITH COR FOR TREE TRANSPLANT.

PAVEMENT AREA.

2. CONTACTOR SHALL MATCH FINAL GROUND LEVEL WITH TBM, EXISTING

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

1. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

NOTE:

APPROX. 2037.0 SM

MILL/OVERAY W/ 50MM THK AC SURFACE COURSE,

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

COURSE.

1. MILL/OVERAY W/ 50MM THK AC SURFACE

COVER

REPLACE THREE(3) 0.7M X 0.7M STEEL GRATING

COVER.

2. REPLACE 0.7M X 0.7M STEEL GRATING

C-7

SITE LAYOUT PLAN - 6

N

SCOPE OF WORK

SITE LAYOUT PLAN - 6 AND

CAMP CASEY

REPAIR DETERIORATED PAVEMENT

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

CIVIL

- SCALE = 1 : 250

N

XX

X

CB

D

X

X

CB

D

S

S

S

XPS

6. THE CONTACTOR SHALL PAINT SIDE LINE ON ALL NEW PAVED AREA.

IF ROAD WIDE IS MORE THAN 6.8 LM.

5. THE CONTACTOR SHALL PAINT CENTER LINE ON NEW PAVEMENT AREA,

4. THE CONTRACTOR SHALL RESTORE PAINTING ON NEW PAVED AREA.

3. THE CONTRACTOR SHALL COORDINATE WITH COR FOR TREE TRANSPLANT.

PAVEMENT AREA.

2. CONTACTOR SHALL MATCH FINAL GROUND LEVEL WITH TBM, EXISTING

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

1. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

NOTE:

APPROX. 676.0 SM

MILL/OVERAY W/ 50MM THK AC SURFACE COURSE,

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

COURSE.

1. MILL/OVERAY W/ 50MM THK AC SURFACE

C-8

SITE LAYOUT PLAN - 7

SCOPE OF WORK

SITE LAYOUT PLAN - 7 AND

CAMP CASEY

REPAIR DETERIORATED PAVEMENT

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

CIVIL

- SCALE = 1 : 250

C

E

D

D

D

D

D

C

6. THE CONTACTOR SHALL PAINT SIDE LINE ON ALL NEW PAVED AREA.

IF ROAD WIDE IS MORE THAN 6.8 LM.

5. THE CONTACTOR SHALL PAINT CENTER LINE ON NEW PAVEMENT AREA,

4. THE CONTRACTOR SHALL RESTORE PAINTING ON NEW PAVED AREA.

3. THE CONTRACTOR SHALL COORDINATE WITH COR FOR TREE TRANSPLANT.

PAVEMENT AREA.

2. CONTACTOR SHALL MATCH FINAL GROUND LEVEL WITH TBM, EXISTING

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

1. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

NOTE:

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

COURSE.

1. MILL/OVERAY W/ 50MM THK AC SURFACE

APPROX. 728.0 SM

MILL/OVERAY W/ 50MM THK AC SURFACE COURSE,

C-9

SITE LAYOUT PLAN - 8

N

SCOPE OF WORK

SITE LAYOUT PLAN - 8 AND

CAMP CASEY

REPAIR DETERIORATED PAVEMENT

SCALE: NONE

SIDEWALK

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

JOINT

SEALER

JOINT

FILLER

R=3

TYP

R=3

TYP

SHALL BE SPACED SO THAT RATIO

OF SLAB LENGTH TO WIDTH WILL

NOT EXCEED 1.25. THE DEPTH OF

THE CONTRACTION JOINT WILL BE

AT LEAST ONE-FOURTH OF THE

SIZE OF THE AGGREGATE USED. PROVIDE EXP JOINTS AT MAX 9.0 M

INTERVALS FOR STRAIGHT SECTIONS,

AT ALL RETURNS OF WALKS,

AND WHERE WALKS ABUT OTHER

CONCRETE STRUCTURES.

BROOM

FINISH FIN GRADE

2A S E C T I O N

2B

EXPANSION JOINT

2C

CONTRACTION JOINT

COMPACTED

NON-FROST-SUSCEPTIBLE

MATERIAL BASE

0.06

#8-150X150 WWF

MIN

300TACK COAT

EXISTING PAVEMENT

SAWCUT & BITUMINOUS

PRIME COAT

NEW AC PAVEMENTEXST. AC PAVEMENT

NEW PAVEMENT

EXISTING SUBGRADE

C

2% SLOPE

EXISTING BASE COURSE

EXISTING SUBBASE COURSEC

2% SLOPE

TO REMAIN

VARIES

EXISTING SUBGRADE

TACK COAT

EXISTING BASE COURSE

VARIES

TO REMAIN

EXISTING SUBBASE COURSE

2% SLOPE

2% SLOPE

TO REMAIN

REPLACE EXISTING 50mmTHK. AC PAVEMENT

W/NEW 50mm THK AC

TO REMAIN

EXISTING AC PAVEMENT

NOT TO SCALE

REPLACE EXISTING 50mmTHK. AC PAVEMENT

W/NEW 50mm THK AC

PRIME COAT

100% LABORATORY MAX. DENSITY

COMPACTED TO AT LEAST

1B

BASE COURSE NOT EXPOSED

MILLING & OVERLAY

1C

BASE COURSE EXPOSED

MILLING & OVERLAY

1A

NEW A/C PAVEMENT

C

2% SLOPE

VARIES

2% SLOPE

PRIME COAT

100% LABORATORY MAX. DENSITY

COMPACTED TO AT LEAST

50mmTHK. AC PAVEMENT

TACK COAT

BASE COURSE

100% LABORATORY MAX. DENSITY

COMPACTED TO AT LEAST

SUBBASE COURSE

1D

(NEW TO EXIST)

AC PAVEMENT JOINT

95% LABORATORY MAX. DENSITY

COMPACTED TO AT LEAST

EXISTING SUBGRADE

1 TYPICAL AC PAVEMENT SECTION

SCALE: NONE

GRANITE CURB

GRANITE CURB

CONCRETE 25-18-8

SUBGRADE

R

P

C P

A V

E M

E N

T

S E

C T

IO

N

SIDEWALK

TRANSVERSE CONTRACTION JOINTS

SIDEWALK SLAB THICKNESS,BUT NOT

LESS THAN THE MAXIMUM NOMINAL

BLANKET

SOLID SOD

50 THK MIN

TOP SOIL

100 THK MIN

COMPACTED SUBGRADE

SCARIFIED AND

SCALE: NONE

CARPET SODDING

CIVIL

C-10

MISC. DETAILS

PITCH OF

CROSS BAR

BEARING BAR

PIT

CH O

F

BEARIN

G B

AR

10 SQ CROSS BAR

TWISTED

TYP

NOTES:

1. STEEL GRATINGS FOR CONCRETE DITCHES SHALL

COMPLY WITH SPECS. MINIMUM TRAFFIC LOAD FOR

STEEL GRATINGS ON CONCRETE DITCHES SHALL BE

FOR 20-TON DESIGN TRUCK LOAD:

WHEEL LOAD = 79 KN(8.0 TONS).

5A

STEEL GRATINGS

STEEL GRATING SCHEDULE

H

B

C

D

150 L70x70x6

ANGLE BARTRENCH WIDTH

H

GRATIN

G LE

NGTH

GRATING WIDTH

H

B

C

- SCALE: NONE

2. DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE NOTED.

5 STEEL GRATINGS COVER

700 X 700

CAMP CASEY

REPAIR DETERIORATED PAVEMENT

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

1 HANDRAIL ELEVATION

SCALE: NONE

HANDRAIL SECTION2

25x25x1.6Tx1300 GALV STL TUBE (4EA) 40x85x1040 RAIL (4EA) POST CAP

120x120x1200 COLUMN

BOTTOM MOLDING

WELDING

M8x40 STS. B/N(8EA)

75x75 STEEL COLUMN

SCALE: NONE

HANDRAIL DETAIL

M4x40 STS. SCREW M8x40 STS. B/N 40x85x1300 Rail

120x120x1200 COLUMN 75x75 STEEL COLUMN

CONNECTION DEVICE #2(8EA)

CONNECTION DEVICE #1(8EA)

CONNECTION DEVICE #1

CONNECTION DEVICE #3

CONNECTION DEVICE #2

SCALE: NONE

CONNECTION DETAIL

HANDRAIL

38MM DIA STS PIPE

CIVIL

C-11

SYNTHETIC WOOD HANDRAIL

CAMP CASEY

REPAIR DETERIORATED PAVEMENT

1,50 m11,59 m

13,09 m

,2 m

,4 m

,1 m

,7 m

11,59 m

13,09 m

1,50 m m ,4 m

,1 m

,0 m ,7 m ,2

3,66 m 3,05m 4,88 m 6,10 m

17,69 m

3,66 m 3,05m 4,88 m 2,94 m

15,86 m

1,33m

V A

R

0,80

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

CIVIL

+58.80

UP

~sidewalk

1.5x9EA - HIGHLAND STEP

UP

1.5LMx2EA - GRANITE STONE

RECON WALL BLOCK

+60.10

CF/E F/M F/M X

FHCE F/M F/M F/M F/M F/M F/M F/M F/M

F/M F/M F/MFHCE

F/M F/M F/MFHCE

F/M

FHCE F/M

F/M

F/M

X

F/M F/M F/M

F/M X

F/M F/M

X

X

F/M F/M F/M

F/M F/M

F/M F/M F/M F/M

F/M F/M

F/M F/M

F/M

F/E

F/E

F/M F/M F/M F/M F/M F/M F/M F/M F/M

FHCE

FHCE

FHCE

FHCE

+58.80

+60.10

+58.80

TURNING POINT

+60.55

LAMP

RECON WALL BLOCK

THK300MM-CONCRETE FOUNDATION

12.6LMx2EA -KERBSTONE (200x300)

KERBSTONE

CF/E F/M F/M

FHCE F/M F/M F/M F/M F/M F/M F/M F/M

F/M F/M F/MFHCE

F/M F/M F/MFHCE

F/M

FHCE F/M

F/M

F/M

X

F/M F/M F/M

F/M X

X

X

X

F/M

F/M

F/M FHCE

F/M

FHCE

FHCE

FHCE

FHCE F/E

F/M F/M F/M F/M F/M F/M

FHCE

FHCE

FHCE

FHCE

+58.80 +58.80

+60.10

TURNING POINT

+60.55

LAMP

KERBSTONE

RECON WALL BLOCK

THK300MM-CONCRETE FOUNDATION

KERBSTONE (200x300)MIXTURE GRAVEL, 40mm

ASCON (#78), T=50mm

TACK COATING (RSC-4) 40/a

CON'C, THK200mm

RECON WALL

EXISTING CON'C WALL

SD300 �150 x L700mm

ASCON (#78), T=50mm +1.30

0.00

CONCRETE

MORTAR

HIGHLAND BLOCK

CAP BLOCK

� STEP

FHC

GL

CONCRETE(300x1200)

BACKFILL FILTER

NON WOVEN FABRIC)2T/300g)

FHC

FHC

SCALE: NONE

CROSS SECTION (L)

SCALE: NONE

CROSS SECTION (R)

SCALE: NONE

CROSS SECTION (R)

RAMP SECTION

SCALE: NONE

CONNECT JOIN

SCALE: NONE

HIGHLAND STEP

SCALE: NONE

RECON WALL DETAIL

C-12

SCALE: NONE

SCALE: NONE

RAMP DETAILS

RAMP DETAILS

OR APPROVED EQUAL.

www.inoblock.co.kr (010-3767-5900)

INOBLOCK CO., LTD.

THE INFORMATION OF MATERIAL IS BELOW

* NOTE:

CAMP CASEY

REPAIR DETERIORATED PAVEMENT

3300 (300x11ea)

292 2993 158150

Grid 60 kN H=0.15, L=2.75m

CON'C(THK200x700)

THK30 LEVELING MORTER

BACKFILL FILTER

PERFORATED PIPE(D=100mm)

NON WOVEN FABRIC(2t/300g)

GL : 65.00

GL : 66.69

R E T

A

IN

IN

G W

A L L

Grid 60 kN H=0.60, L=2.75m

Grid 60 kN H=1.05, L=2.75m

Grid 60 kN H=1.50, L=2.75m

HIGHLLAND STONE BLOCK

HIGHLLAND CAP

HIGHLAND BLOCK

CAP BLOCK

� STEP

CONCRETE

MORTAR

+65.00

1 2 3 4 5 6 7 8 9 1

MIXED AGGREGATE

CONCRETE

PE FILM

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

CIVIL

SCALE: NONE

SCALE: NONE

SCALE: NONE

HIGHLAND STONE BLOCK

STEP DETAIL

C-13

HIGHLAND STONE DETAILS

HIGHLAND STONE DETAILS

OR APPROVED EQUAL.

www.inoblock.co.kr (010-3767-5900)

INOBLOCK CO., LTD.

THE INFORMATION OF MATERIAL IS BELOW

* NOTE:

CAMP CASEY

REPAIR DETERIORATED PAVEMENT

FILL OR CUT SLOPE

LAP IN TRAFFICC POST BOLT HOLEL

DIRECTION

FLARED

TYPICAL ELEVATION

1A

SPACER BLOCK

TYPICAL SECTION

1C

LAP

PLAN

RAIL ELEMENT SECTION

SAME AS

1D

ELEVATION

FLARED END

†" x 2" BOLT, RAIL BOLT

W6 x 85 x 5' - 9" MIN.

METAL POST

ONE REQUIRED

NUT & WASHER

0 °

L

L

12 GAGE

C SYMMETRICAL

ABOUT C

RAIL ELEMENT SECTION

METAL POST WITHOUT SPACER BLOCK

1E

1B

3000 3000 3000

IN

METAL POST

WITHOUT

IN

3MM SHEET

106 106

DELINEATOR

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

VEHICLE GUARD RAIL

SCALE: NONE

CIVIL

VEHICLE GUARD RAIL

C-14

CAMP CASEY

REPAIR DETERIORATED PAVEMENT

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

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

2.10 H CHAIN LINK FABRIC FENCE AND GATE

#8 AWG SOLID

COPPER WIRE

COPPER CLAD STEEL

GROUND ROD

19 0x3050 LENGTH/

10 0 STD

TRUSS ROD

CONNECTOR

3 STRANDS

4 POINTS

STRETCHER

BAR

9 GAGE WIRE

FABRIC 50 MESH

STRETCHER

BAR BAND

STANDARD

TRUSS ROD

BAND

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

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

GATE

CHAIN LINK FENCE

600 DIA-(1)CONCERTINA

BARBED TYPE WIRE

G.L

100 100

D13 @200 O.C

NOT TO SCALE

SECURITY CURB

ELEVATION

SECTION

SCALE: NONE

CHAIN LINK

FABRIC

(SEE NOTE 1)

GATE DOUBLE SWING

WIRE

TIES

SEE DETAIL

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

POST

HINGE

FABRIC TOP SELVAGE TO

BE TWISTED AND BARBED

40 0 TOP RAIL-

EXPANSION COUPLING

@ 6000 OC MAX

TRUSS ROD

10 0 MIN

40 0 TOP RAIL-EXPANSION COUPLING

@ 6000 OC. MAX

6 5

100 0 GATE POST/

GROUNDING

BAND

WIRE TIES

BAND

LINE POST

FIN GR

BOT RAIL

MULTIPLES OF 3000SEE PLAN3000

30003000

BARBED TYPE WIRE

600 DIA-(1)CONCERTINA

21 MPa

CONCRETE D13 @ 300mm OC EW

CIVIL

SCOPE OF WORK

SITE LAYOUT PLAN AND

C-15

CAMP CASEY

REPAIR DETERIORATED PAVEMENT