A02_Drawing_files___158044.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

LOCATION MAP AND GENERAL NOTES

REPLACE VEHICULAR BRIDGE NO. 2158

CAMP CASEY

FEWR NO. 158044

REPLACE VEHICULAR BRIDGE NO. 2158

CAMP CASEY

158044

SITE PLAN, MLC SIGN AND NOTE FOR DEMOLITION.

RE-BAR LAYOUT PLAN, SECTIONS, NOTES FOR CONTRACTOR AND SCOPE OF WORK

GUARD RAIL

4 OF 4C - 4

C - 3

C - 2

C - 1

YICH

- 1

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

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

DES

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

CIVIL

C-1

AS SHOWN

N

LOCATION MAP

LOCATION MAP AND GENERAL NOTES

THE CONDITION AT THE SATISFACTION OF THE COR.

TO BE RESTORED WITH SAME AS EXISTING OR COR APPROVED MATERIAL

2. ALL AREAS DISTURBED BY CONTRACTOR OR CONTRACTOR’S CREW SHALL

CONTRACTING OFFICER DURING THE SITE ORIENTATION.

SHALL BE DETERMINED, DESIGNATED AND COORDINATED WITH THE

1. THE CONTRACTOR’S HAUL ROUTE, STORAGE AND OPERATIONS AREA

NOTE:

CAMP CASEY, KOREA

REPLACE VEHICULAR BRIDGE #2158

FEWR NO. 158044,

THIS PROJECT

REPLACE VEHICULAR BRIDGE #2158

CAMP CASEY

158044

YICH

GOVERNMENT.

CONDITIONS PRIOR TO START OF WORK AT NO ADDITIONAL COST TO THE

CHECK THE OTHER REQUIREMENTS IN MEETING THE EXISTING SITE

FOR GOOD SURFACE RUN-OFF DISCHARGE CONDITIONS AND ALSO

7. THE CONTRACTOR SHALL PERFORM TOPOGRAPHIC SURVEY TO VERIFY

REPRESENTATIVE.

IN A CLEAN CONDITION ACCEPTABLE TO THE OWNER OR OWNER’S

SURPLUS MATERIALS, EQUIPMENT AND DEBRIS AND LEAVE THE PREMISES

CLEAN AT ALL TIMES AND AT COMPLETION OF WORK, REMOVE ALL

8. THE CONTRACTOR SHALL KEEP THE WORK AND STORAGE AREA

BY THE CONTRACTOR AND COR APPROVED.

PROTECTED FROM ERROSION WITH PROPER MATERIAL RECOMMENDED

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

CONTRACT.

CIVIL SCOPE OF WORK AT NO ADDITIONAL COST TO THE PROJECT

OF THIS PROJECT. THE DETAILS WILL BE UTILIZED TO ACCOMPLISH THE

AND "O & MA STANDARD DETAILS, KOREA, IMCOM" FORM A PART

OF THE ARMY INSTALLATION MANAGEMENT AGENCY, KOREA REGION OFFICE"

DRAWINGS, FOR OM&A PROJECTS, KOREA, OCTOBER, 2003 DEPARTMENT

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

MAIN GATE

HH

HH

01-49550

A C

2451 2400

A

B

A

B

2648 2605

2609T

2514 2540

8008T

2540T

26462645

QA00138-9J

QA01300-8J

00-54131 BUP 020929

00-54155 BUP 030506

99-51682

4-200PN

01-55882 BUP

A

B

A B

BARRIER

BARRIER

FOOT BR

QA00894-0J

QA00893-0J

QA00892-0J

ADMIN

EXER W/LAT

EXER W/LAT

VEH BR

- SCALE: NONE

CIVIL

AS SHOWN

A

B C D

E F G H

BY

ENERGY MANAGER

USING AGENCY PROJECT NO. DRAWING NO. REF NO.

SCALE :

DATE APVD.

SHEET OF

DESCRIPTION

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

SAFETY

ENVIRONMENT

D C

P

.9

.4

.8

.7

.0

.5

.4

.6

.4

.6

.0

.0

.6

.4

.5

.6

.4

.4

.4

.5

.9

C P

CO

N C O

PEN

DITCH

N ,1

,9

E329,700

C

PC

P

.5

0 64 .0

.0

.0

.5

0 62 .5

.0

.0

62.50

63.00

.5

.0

(EXST)

.0

.5

.0

63.50

SYMBOL

DESIGNED BY

SUBMITTED BY

APPROVED BY

ZONE

UTILITIES

REVIEWED BY

BLDGS & GROUNDS

IMCOM

FIRE & EMERGENCY SVC

63.65 63.65

63.65

63.65

MEET EXST GL.

MEET EXST GL.

C-2

158044

CAMP CASEY

REPLACE VEHICULAR BRIDGE #2158

SEE DET

PROVIDE MLC SIGNS W/POST

FLO

W

FL

OW

D

X

X

X

X

X

X

CONTRACTOR ON SHEET

APPROX 20 LM TOTAL. SEE NOTE TO THE

STEEL HANDRAIL WITH POSTS.

REMOVE EXSITING DAMAGED STAINLESS

APPROVAL.

SUBMIT SHOP DRAWING FOR GOVERNMENT

THE REMOVAL WORK

THE THICKNESS SHALL BE VERIFIED DURING

PAVEMENT, APPROX. 12 SM.

REMOVE AND REPLACE EXISTING CONCRETE

GOVERNMENT APPROVAL.

EXISTING ONE. SUBMIT SHOP DRAWING FOR

USE SAME OR BETTER MATERIAL THAN THE

AND REPLACE WITH NEW. APPROX 20 SM TOTAL.

REMOVE EXSITING WALKWAY AND BIKE PATH

SITE PLAN

IN METER

GRAPHIC SCALE

1 40

CONTRACTOR’S PROPOSAL.

THE COST FOR THESE WORKS SHALL BE REFLECTED TO THE

OF THE WORKS TO GET APPROVAL FROM THE GOVERNMENT.

CONTRACTOR SHALL SUBMIT GOVERNMENT THE SHOP DRAWING

SHALL BE DETERMINED BY THE CONTRACTOR AND THE

WORKS FOR THE DITCH, PAVEMENT AND CONCRETE BOX CULVERT

2. THE QUANTITY OF RESTORATION AND SAFTY PROTECTION

RESULT TO THE CONTRACT PROPOSAL.

PRIOR TO SUBMIT THE PROPOSAL AND INCORPORATE THE

1. THE CONTRACTOR SHALL VERIFY THE EXISTING STRUCTURES

NOTE FOR DEMOLITION WORK:

SCALE: NONE

BLACK

STEEL PIPE

50mm DIA GALV

CONCRETE

GRADE

FINISH

MIN. 150MM H

BLACK

BACKGROUND

YELLOW

NOTE FOR DEMOLITION

SITE PLAN, MLC SIGN AND

SEE SHEET C-3

RESTORE 3 LM OF CONCRETE DITCH.

REPLACE WITH CONCRETE BOX CULVERT AND

AVERAGE, APPROX 10 LM) AND

AND CONCRETE DITCH (3.M W. X 1.2 M DEPTH

REMOVE EXSITING DETERIORATED BEAM BRIDGE

"MLC" SIGN POST

- 2

M I

N

M I

N

SCALE: 1 / 5

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

AS SHOWN

REINFORCING BAR PLAN

SECTION

SCALE: 1 / 5

SECTION

IN METER

GRAPHIC SCALE

F L

O W

N

HD22@125 O.C

HD16@300 O.C

HD16@250 O.C

HD19@250 O.C

280 100280

4503000

HD22@125 O.C

HD22@125 O.C

HD22@125 O.C

HD19@250 O.C

HD19@250 O.C

HD16@300 O.C

HD16@250 O.C

HD16@300 O.C

HD16@300 O.C

9@300=2700

HD16@300 O.C

HD16@300 O.C

CONCRETE (F’c = 150 Kg / Cm

100MM THK LEAN

HD22@125 O.C

HD16@300 O.C

SUBMIT SHOP DRAWING

CONNECTION

EXST. CONC. RETAININGWALL

FLOW

DITCHWALL

AS EXISTING

COLOR AND PATTERN SHOULD BE SAME

FOR WALKING TRAIL AND BIKE PATH

15MM THICK URETHANE CHIP SURFACE

3800 MIN.

1 40

C-3

REPLACE VEHICULAR BRIDGE #2158

CAMP CASEY

AND SCOPE OF WORK

SECTIONS, NOTES FOR CONTRACTOR

REINFORCING BAR LAYOUT - PLAN

158044

AND SHEET C-4

SEE NOTE TO THE CONTRACTOR

GUARDRAIL

2 3

HD22@125 O.C

HD16@300 O.C

AT NO ADDITIONAL COST TO THE GOVERNMENT.

PERIOD DURING THE WORK FOR THIS PROJECT

CONTRACTOR TO KEEP THE ROUTE FOR THE

BE PROVIDED AND REMOVED BY THE

9. TEMPORARY WALK AND BIKE PATH SHOULD

APPROVAL.

VEHICLE GUARDRAIL) FOR GOVERNMENT

BOX CULVERT (CONSIDER THE CONFLICT WITH

STAINLESS STEEL HANDRAILS ON THE NEW

DRAWING TO REPLACE THE EXISTING

8. CONTRACTOR SHALL PROVIDE A SHOP

GOVERNMENT.

BIKE DRIVE AT NO ADDITIONAL COST TO THE

SURFACES FOR COMFORTABLE VEHICLE AND

CULVERT AND ADJACENT PAVEMENTS

RIDE CONNECTIONS BETWEEN THE BOX

7. CONTRACTOR SHALL PROVIDE SMOOTH

AND BIKEWAY.

BOX CULVERT AND ADJACENT VEHICLE

ABRUPT DROP BETWEEN THE CONCRETE

DRAWING FOR THE METHOD TO PREVENT

6. CONTRACTOR SHALL SUBMIT THE SHOP

BIKEWAY.

CULVERT AND ADJACENT VEHICLE AND

DEVELOPED BETWEEN THE CONCRETE BOX

LONG MIN.) TO PREVENT ABRUPT DROP

CONCRETE APPROACH SLAB (4.5 METER

APPROACH BLOCK OR PORTLAND CEMENT

5. USE 3% TO 10% PORTLAND CEMENT MIXED

4. COMPACT THE SUBGRADE.

(14.7 Mpa) AT 28 DAY.

150 KG/cm

b. LEAN CONCRETE:

(27.4Mpa) AT 28 DAY.

280 KG / cm

a. STRUCTURE OTHER THAN LEAN CONCRETE:

AT 28 DAYS :

3. CONCRETE COMPRESSIVE STRENGTH

COR AT CONTRACTOR’S EXPENSE.

PORTION OR PORTIONS DESIGNATE BY

DETAIL DRAWING FOR ALL UNDETAILED

2. THE CONTRACTOR SHALL PROVIDE A

AND EXISTING DITCH.

CONNECTION DETAIL FOR NEW BRIDGE

1. THE CONTRACTOR SHALL PROVIDE A

NOTE TO THE CONTRACTOR:

9. EARTH WORK.

8. PROVIDE MLC SIGNS WITH POST.

7. REPLACE STAINLESS PIPE HANDRAIL WITH NEW.

6. REPLACE WALKING TRAIL AND BIKEWAY.

5. REPLACE CONCRETE DITCH.

4. REPLACE BRIDGE WITH CONCRETE BOX CULVERT.

3. REMOVE EXISTING WALKING TRAIL AND BIKE PATH.

2. REMOVE EXST CONCRETE DITCH.

1. REMOVE EXST STEEL BRIDGE.

MAINTENANCE AND REPAIR, K

SCOPE OF WORK.

SEE NOTE 8 ON THIS SHEET

HANDRAIL

SEE NOTE 8 ON THIS SHEET

GUARDRAIL W/ HANDRAIL

- HD22: 65CM HD19: 60CM, HD16: 50CM, HD13: 40CM.

* REBAR OVERLAP LENGTH:

AA AL BAR14

"B"

D E S C R I P T I O NNO M A T E R I A L Q,TY

SS 4006

POST CAP 194X144

LONG BOLT M10 X 110

PP

D E S C R I P T I O NNO M A T E R I A L Q,TY

PIPE 120X80X1000X2T

BOLT,NUT,WASHER M12X30

0.66SLEEVE 110X55X200X2T

POST 160X108X680X3T

SCREW BOLT M4X20

1.33

ANCHOR BOLT,NUT,SPRING-WASHER M20X250

SS400

AL6063-T5

AL6063-T5

AL6063-T5

AL BAR

POST COVER 205X151X1.5T 1AL6063-T5

BASE PLATE 220X100×140 1AL6063-T5

BASE PLATE COVER 270X170×100

SCREW BOLT M4X20 STS 304 10

PP

STS 304

AL6063-T5

SS400

ì�…Œ·�º°�Œ·� PP 0.66

"B" ì� Œ‚�

2000 2000

2000 2000

TIP

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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

AS SHOWN

- 7

SCALE: NONE

GUARD RAIL GUARD RAIL

ELEVATION

SECTION

ELEVATION DETAIL

BASE PLATE

LOCK DEVICEA - A SECTION

" B " DETAIL

2.0M UNIT

REPLACE VEHICULAR BRIDGE #2158

CAMP CASEY

C-4

158044

2. THE CONTRACTOR SHALL SUBMIT THE INSTRUCTION OF INSTALLATION FOR THE GUARDRAIL TO THE COR.

CONTRACTOR CAN USE OTHER ONE THAT BETTER OR EQUAL TO AFTER GET APPROVAL FROM THE GOVERNMENT.

1. THE GUARD RAIL SHOWN ON THIS DRAWING IS DEMONSTRATION PURPOSE ONLY.

* NOTES