312706-CIVIL_DWG.pdf

1 T - 1 1 OF 1 TITLE SHEET

CIVIL

T-1

TITLE SHEET

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

CHOE, S M.

LOCATION MAP AND GENERAL NOTES

CAMP CASEY

CAMP CASEY

FEWR NO. 312706

SITE LAYOUT PLAN, SPECIFIC NOTE AND SCOPE OF WORK

REPAIR MILITARY RAIL ROAD TRACK

REPAIR MILITARY RAIL ROAD TRACK

312706

TYPICAL SECTION (BALLASTED TRACK)

SWITCH POINT PLAN, MATERIAL SCHEDULE AND DETAILSC - 4

C - 3

C - 2

C - 1

- 1

100 0 100 200 300M

SCALE IN METERS

SCALE = 1 : 3,000

THIS PROJECT

N

CAMP CASEY

CIVIL

AS SHOWN

C-1

LOCATION PLAN

CHOE, S M.

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

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

11491151

10291144

A

B

A

B

A

B

A

B

2372A

2373T

A C

2451 2400

A

B

A

B

2648 2605

2609T

2514 2540

8008T

2540T

1991 1963

FOOT BR

VEH BR

FOOT BR

VEH BR

VEH BR

VEH BR

VEH BR

1158A

1158B

RAILHEAD

F

2372?

QA00894-0J

QA00893-0J

QA00892-0J

ADMIN

EXER W/LAT

EXER W/LAT

QA00138-9J

QA01300-8J

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

01-QA00604 BUP

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

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

BARRIER

1564 1566

635A

2002B

706(707A)

(2298)

1071?

BARRIER

BARRIER

1919LIFT STATION

M

ECH ROOM

HH

HH

HH

HH

HH

HH

HH

HH

HH

HH

HH

HH

HH

HH

HH

HH

HH

HH

HH

HH

HH

HH

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

W

W

W

W

W

W

W

W

W

W

W

LOCATION PLAN AND GENERAL NOTES

REPAIR MILITARY RAIL ROAD TRACK

312706

GENERAL NOTES :

SUBMISSION OF CONTRACT PROPOSAL.

DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND

PRIOR TO COMMENCING WORK ON THE PROJECT.

INDICATED BY THE COR AND SHALL BE APPROVED BY THE COR

UNDETAILED PORTION OF THE JOB INCLUDING OTHER AREAS

2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ANY

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 REPLACEION 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

COVERED WITH TOP SOIL AND SOLID SODDED.

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

REPRESENTATIVE.

A CLEAN CONDITION ACCEPTABLE TO THE OWNER OR OWNER'S

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

ADDITIONAL COST.

EXISTING SITE CONDITIONS PRIOR TO START OF WORK AT NO

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

TO THE PROJECT CONTRACT.

TO ACCOMPLISH THE CIVIL SCOPE OF WORK AT NO ADDITIONAL COST

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

OF THE CONSTRUCTION MANAGEMENT COMMAND"

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

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

SCALE 1:1,000

(IN METERS)

GRAPHIC SCALE

20100

1:1,000

CIVIL

C-2

AS SHOWN

CHOE, S M. CAMP CASEY

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

AND SCOPE OF WORK

SITE LAYOUT PLAN, SPECIFIC NOTE

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

312706

SITE LAYOUT PLAN 1

- 2

TR

.6

M W C

O N

C O

P E

N D

IT

C H

SP

A.C.

A.C.

A.C.

A.C.

SP

SP

.6

M W C

O N

C O

P E

N D

IT

C H

.6

M W C

O N

C O

P E

N D

IT

C H

OPEN CONC DITCH

O P

E N C

O N

C D

IT

C H

A /G

O

IL

T

A N

K

A /G

O

IL

T

A N

K

A /G

O

IL

T

A N

K

A/GOIL TANK

C O

V E

R E

D C

O N

C D

IT

C H

COVERED CONC DITCH

0.4M W CONC DITCH W/STEEL GRATINGS

PIV

A/G

OIL TANK

SPSP

SP

C O

V E R E D C

O N C D

ITC

H

A.C.

COVERED CONC DITCH

C O

V E

R E

D C

O N

C D

IT

C H

SP

C O

V E

R E

D C

O N

C D

IT

C H

.6

M W O

P E

N C

O N

C D

IT

C H

.6

M W O

P E

N C

O N

C D

IT

C H

0.3M W CONC DITCH W/STEEL GRATINGS

A /G

O

IL

T

A N

K

C O

V E

R E

D C

O N

C D

IT

C H

PIV

A.C.

A .C

A .C

PIV

A .C

A .C

A .C

A .C

A .C

A .C

A/GOIL TANK

2.350M W OPEN CONC DITCH

A/G

OIL TANK

A.C.

A.C.

J

J

A/G

OIL TANK

A/G

OIL TANK

TOP 19.182

GMH

SV

S-1523

S-1557

S-1546

S-599

S-600

GATE #3 CAMP CASEY

P101

P102

- SWITCH #1

- SWITCH #2

(SONG, U MIN, 010-9140-9576) FOR TRAIN SCHEDULE.

6. THE CONTRACTOR SHALL COORDINATE WITH 662d MCT, 25th TRANS BN

CONSTRUCTION PLAN.

5. THE CONTRACTOR SHALL SURVEY BEFORE CONSTRUCTION AND SUBMIT

AFTER FINAL CONSTRUCTION.

4. THE CONTRACTOR SHALL GET INSPECTION BY KORAIL AND PASS THE RESULT

BY CONTRACTING OFFICER AND KORAIL OFFICER BEFORE CONSTRUCTION.

3. THE LOCATION OF REPAIR AND REPLACING SITE ITEMS SHALL BE CONFIRMED

ARE ESTIMATED FOR BIDDING PROPOSED ONLY.

2. SIZE AND QUANTITIES AS SHOWN ON THE REMOVAL SCHEDULE

1. FOR DESIGN STANDARD OF RAIL TRACK, SEE SHEET NO. C-3.

N

ALL MISSING/LOOSE BOLTS ON EXST TRACK.

2. DRIVE ALL LOOSE SPIKES AND REPAIR/TIGHTEN

CONSTRUCTION LIMIT LINE

1. REPAIR ALL EXST RAIL TRACK LEVELING AND LINING.

3. REPLACE SWITCH TIE INCLUDING NECESSARY ACCESSORIES IN SWITCH #1.

4. REPLACE BALLAST STONE ALONG 10.0 LM TRACK NEAR BLDG#1523 CROSSING.

5. REALIGN GUARD RAIL TO KEEP SPACE 39~45MM IN SWITCH #2.

6. ADD AND TEMP BALLAST STONE ALONG ALL TRACK IN CP CASEY.

REPAIR MILITARY RAIL ROAD TRACK

ALL MISSING/LOOSE BOLTS ON EXST TRACK.

DRIVE ALL LOOSE SPIKES AND REPAIR/TIGHTEN

APPROX. 1,155.0 LM

REPAIR ALL EXST RAIL TRACK LEVELING AND LINING,

REPLACE SWITCH TIE INCLUDING NECESSARY ACCESSORIES, 45 EA.

REPLACE BALLAST STONE(Φ22.4~63MM) ALONG 10.0 LM TRACK, APPROX. 8.0 CM

REALIGN GUARD RAIL TO KEEP SPACE 39~45MM.

APPROX. 55.0 CM

ADD AND TEMP BALLAST STONE(Φ22.4~63MM) ALONG ALL TRACK IN CP CASEY,

TYPICAL SECTION (BALLASTED TRACK)

SCALE

P.C.T

1:

1.

(E

XI

ST)

EXIST 50KG N RAIL (TO REMAIN)

LC

R.L

G.L

1:1.6(EXIST)

3.0%

EXIST FNSH GROUND

NOTES;

4. DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE NOTED.

AND KORAIL OFFICER.

THE CONTRACTOR SHALL COORDINATE REPAIR WORK WITH CONTRACTING OFFICER

3. THE MAIN PURPOSE OF THIS TYPICAL SECTION IS TO PROVIDE REFERENCE OF SECTION.

AND 4% OF BALLAST SPREAD.

2. EXTRA BALLAST SHALL INCLUDE 30% OF BALLAST SPREAD AND TAMPING,

1. EXISTING FNSH FL EL THRU TOP OF RAIL FOR BALLAST TRACK SHALL BE 610MM.

1:10

EXIST GRAVEL BED

PRESTRESSED CONCRETE TIE

(IN MILLIMETERS)

GRAPHIC SCALE

0 100 200 400

1:10

CIVIL

AS SHOWN

CHOE, S M. CAMP CASEY

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

TYPICAL SECTION (BALLASTED TRACK)

450450814

C-3

REPAIR MILITARY RAIL ROAD TRACK

312706

5,700

2x2,500 2x2,500

12x2,800 6x3,100

5x3,400

7x3,700 6x4,000

2x4,300

5x4,600 N = 145

N = 193

N = 145 R = 152,977

6,235

20,000

15,332

15,389

20,000

2x4,300

Φ24

5,700

5,700

20,000

20,000

15,324

15,380

6,237

6,178

Φ28 Φ24

Φ24

Φ28

5,700

L=20,000

L=15,324

L=15,380

CL

CL

L=6,178

L=6,237

Φ28

SCREW SPIKE

150x240x2,500

150x240x2,800

150x240x3,100

150x240x3,400

150x240x3,700

150x240x4,000

150x240x4,300

150x240x4,600

16 5

7 8 9 10

17155

0mm

9mm

6mm

O

I

I

O

O

O

O

I

CIVIL

AS SHOWN

CHOE, S M. CAMP CASEY

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

SWITCH POINT PLAN

SCALE: 1 / 50

POIN

T E

ND

15,389 (CURVE LEAD RAIL, L=15,380)

GUARD R

AIL

DETAIL

DETAIL

SLAG AND RAIL LAYOUT

SCALE: NONE

SCALE: NONE

STANDARD RAIL HOLE POINT

SCALE: NONE

LEAD RAIL HOLE POINT

SKELETON

DETAIL

GUARD R

AIL

LEGEND

INSULATION JOINT GAP

STANDARD JOINT GAP

NO GAP OF JOINT

POINT SIDE CROSSING SIDE

MATERIAL SCHEDULE

COMMON TIE

SWITCH TIE

SWITCH TIE

SWITCH TIE

SWITCH TIE

SWITCH TIE

SWITCH TIE

SWITCH TIE

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

NO DESCRIPTION SIZE QTY REMARK

SCHEDULE AND DETAILS

SWITCH POINT PLAN, MATERIAL

REPLACE

REPLACE

REPLACE

REPLACE

REPLACE

REPLACE

REPLACE

REPLACE

REPLACE

REPLACE

x

,2 x ,1 x ,2 x

,9 x ,3

,6

,4

,5

,0

,1

,1

,4

,8

,4

,0

,3

7 1 ,4

,4

,4

,4

,4

,4

,4

,1

,1

,0

,4

5,051

2,000 3,940

490540x5=2,700490100

270270

2,682

600x5=3,000

2,704

14,040

300300

REPLACE

REMAIN

C-4

REPAIR MILITARY RAIL ROAD TRACK

312706

700EA REPLACERAIL PAD

e2007

WT, 4300

COIL SPRING CLIP