314791_CIVIL_DWG.pdf

PDF 1 MB Posted May 22, 2024

Attached to: Repaint Exterior of Various Facilities, Camp Casey (MATOC ONLY)
Solicitation number: W90VN824R0045
Issued by: Department of the Army Materiel Command Army Contracting Command

About this file

Written by GovTribe AI · May 22, 2024

This document appears to be a set of civil engineering drawings for a federal construction project. The drawings provide detailed technical specifications for the repair and repainting of a bridge on Camp Casey, South Korea. Key details include:

The scope of work involves preparing the bridge surface, containing and disposing of paint debris, and applying a multi-coat high-performance paint system. The drawings specify dimensions, materials, and quantities for the structural steel members, plates, and hardware required. Estimated quantities are provided for items such as web plates, flanges, stiffeners, and bolts. The drawings also include multiple sections and details for the bridge construction. This appears to be a part of a larger contract opportunity, Solicitation Number W90VN824R0045, issued by the Department of the Army Materiel Command Army Contracting Command for the repainting of various facilities at Camp Casey. The solicitation is limited to existing MATOC contractors under Contract Numbers W91QVN-24-D-0001 through 0020, 0082, 0099, 0103, and 0107.

View the file

Other files

File	Type	Posted
Signed Amendment.pdf	PDF	May 30, 2024
314791_ATCH_DWG.pdf	PDF	May 22, 2024
Solicitation W90VN824R0045.pdf	PDF	May 22, 2024

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M.L

15000

45000

SP1

1DSEE DETAIL

UPP FLG

PL600x22x15000

UPP FLG

PL600x22x15000

UPP FLG

PL600x22x15000

UPP FLG

PL600x22x15000

STRINGER. MEM

L-150x150x12-671

STRINGER. MEM

L-150x150x12-991

STRINGER. MEM

L-150x150x12-1491

STRINGER. MEM

L-150x150x12-1491

STRINGER. MEM

L-150x150x12-1491

STRINGER. MEM

L-150x150x12-1491

HORIZONTAL. MEM

[-250x90x9x13-2028

HORIZONTAL. MEM

[-250x90x9x13-2028

HORIZONTAL. MEM

[-250x90x9x13-2028

1CSEE DETAIL

* PAINT-RECOH SYSTEM

UPPER FLANGE

M.L

15000

SP2

SEE DETAIL

LOW FLG

PL600x20x15000

LOW FLG

PL600x20x15000

LOW FLG

PL600x20x15000

LOW FLG

PL600x20x15000

HORIZONTAL. MEM

CT-125x175x7x11-1808

HORIZONTAL. MEM

CT-125x175x7x11-1808

HORIZONTAL. MEM

CT-125x175x7x11-1808

HORIZONTAL. MEM

CT-125x175x7x11-1808

LOWER FLANGE

1000680570

15000

1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500

1000 680 570

15000

1500150015001500150015001500150015001500150015001500

B C D

E F G H

SYMBOL 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

M.L

45000

A B B C C D D D

Bolt-32 M20x55

Guss PL-4 630x8x450

Bolt-40 M20x55

Guss PL-4 630x8x450

Bolt-24 M20x55

Guss PL-4 630x8x450

Bolt-40 M20x55

Guss PL-4 630x8x450

Bolt-40 M20x55

Guss PL-4 630x8x450

Bolt-40 M20x55

Guss PL-4 630x8x450

Bolt-40 M20x55

Guss PL-4 630x8x450

Bolt-40 M20x55

Guss PL-4 630x8x450

Bolt-40 M20x55

Guss PL-4 630x8x450

ABBCCDDD A

Bolt-40 M20x55

Guss PL-4 630x8x450

Bolt-40 M20x55

Guss PL-4 630x8x450

Bolt-40 M20x55

Guss PL-4 630x8x450

Bolt-40 M20x55

Guss PL-4 630x8x450

Bolt-40 M20x55

Guss PL-4 630x8x450

Bolt-40 M20x55

Guss PL-4 630x8x450

Bolt-32 M20x55

Guss PL-4 630x8x450

Bolt-24 M20x55

Guss PL-4 630x8x450

BRACING PLAN

6 8

2500680570 3000 3000 3000 3000 3000 3000

15 2

6 8

2500 680 570300030003000300030003000

SCOPE OF WORK (BASE)

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

SCHEDULE #1 (REPAIR/MAINTENANCE)

APPORX. 1130.0 SM

INCLUDING SCAFFOLDING(H=APPROX. 3.0M), CONTAINMENT AND PAINT DUST DISPOSAL,

1. REMOVE EXST PAINT AND REPAINT ALL STEEL PARTS OF BRIDGE S-1811,

C-1

CIVIL

BRIDGE PLAN

-BRIDGE HIGHT FROM STEAM BED: 3.5M

-DRY SEASON WATER LEVEL: 0.5M

8. TO PROVIDE SCAFFOLDING WORK, REFER TO BELOW.

7. REPAIR COATING DEFECTS.

- TOP COAT, SINGLE COMPONENT, EPOXY(KS F 4921).

- INTERMEDIATE, SINGLE COMPONENT, EPOXY(KS F 4921).

- INTERMEDIATE (STRIPE COAT)

- PRIMER (STRIPE COAT)

- PRIMER, ZINC-FILLED, SINGLE COMPONET, EPOXY(KS F 4921).

6. PAINT SYSTEM, USING HIGH PERFORMANCE COATING.

5. PRIME SAME DAY AS BLAST.

4. SURFACE PREPERATION.

3. SHOT BLASTING FOR FULL PAINT REMOVAL.

2. PROVIDE CONTAINMENT FOR PAINT DEBRIS.

1. INSTALL SCAFFOLDING.

NOTE:

CAMP CASEY

REPAINT EXTERIOR OF VARIOUS FACILITIES,

PAK, CS

314791

M.L

15000

45000

10@3000=30000

WEB PLATE - 2158x12x15000 WEB PLATE - 2258x12x15000

H-Stiff 150x14x1444 150x14x200 H-Stiff 150x14x1444

A B B C C D D D

SP1

V -S ti ff P

L -2 x x

V -S ti ff P

L -2 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

1B SEE DETAIL

15000

10@3000=30000

WEB PLATE - 2158x12x15000

WEB PLATE - 2258x12x15000

H-Stiff150x14x1444 150x14x200H-Stiff150x14x1444 8

ABBCCDDD

SP1

V -S ti ff P

L -2 x x

V -S ti ff P

L -2 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

V -S ti ff P

L -1 x x

1C SEE DETAIL

LONGITUDINAL SECTION

1000680570

15000

1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500

1000 680 570

15000

1500150015001500150015001500150015001500150015001500

B C D

E F G H

SYMBOL 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

L-4 150x150x12x1256

CT-2 125x175x7x11x1808

[-2 250x90x9x13x2028

Bolt-24 M20x65

L-4 150x150x12x1421

CT-2 125x175x7x11x1808

[-2 250x90x9x13x2028

Bolt-24 M20x65

L-4 150x150x12x1690

CT-2 125x175x7x11x1808

[-2 250x90x9x13x2028

Bolt-24 M20x65

L-4 150x150x12x1868

CT-2 125x175x7x11x1808

[-2 250x90x9x13x2028

Bolt-24 M20x65

HORIZONTAL. MEM

[-250x90x9x13

HORIZONTAL. MEM

CT-125x175x7x11

DIAGONAL. MEM

PL150x150x12

HORIZONTAL. MEM

[-250x90x9x13

HORIZONTAL. MEM

[-250x90x9x13

HORIZONTAL. MEM

[-250x90x9x13

HORIZONTAL. MEM

CT-125x175x7x11 HORIZONTAL. MEM

CT-125x175x7x11

DIAGONAL. MEM

PL150x150x12

DIAGONAL. MEM

PL150x150x12

DIAGONAL. MEM

PL150x150x12

0 2

2028 86

1808 196

86202886

1961808196

0 2

2028 86

1808 196

86202886

1961808196

0 2

2028 86

1808 196

86202886

1961808196

0 2

2028 86

1808 196

86202886

1961808196

SECTION A-A

SECTION B-B

SECTION C-C

SECTION D-D

PICTURE

CIVIL

BRIDGE SECTION

C-2

CAMP CASEY

REPAINT EXTERIOR OF VARIOUS FACILITIES,

SUB

H.T.B M22x80 540

H.T.B M22x90 576

600x12 1.950 12

280x12 1.200 24PLATE

600x12 1.200 12

SUB

H.T.B M20x65 248

150x150x12 1.491 54

150x150x12 4ANGLE

150x150x12 4

PLATE 150x16 124

SUB

H.T.B M20x55 656

125x175x7x11 3.175 24

CT - SECTIONS

125x175x7x11 3.028 4

Guss PLATE 630x8 450 72

SUB

H.T.B M20x65 432

[ - CHANNEL 250x90x9x13 2.028 36

CT - SECTIONS 125x175x7x11 1.808 36

150x150x12 1.868 24

150x150x12 1.690 16

150x150x12 1.421 16

ANGLE

150x150x12 1.256 16

ITEM STANDARD LENGTH EA

DECK PLATE T=50500x4500

SUB

D 6 1.300 10

D 6 1.200 12

150 14 4

150 14 2

150 14 1.444 25

180 16 2.257 2

180 16 2.249 2

180 16 2.233 2

180 16 2.209 2

180 16 2.177 2

180 16 2.137 2

180 16 2.089 2

180 16 2.033 2

180 16 1.970 2

180 16 1.898 2

180 16 1.818 2

180 16 1.730 2

180 16 1.634 2

180 16 1.530 2

180 16 1.456 4

PLATE

180 16 1.404 4

2.258 12 15.000 1

WEB PLATE

2.158 12 15.000 2

LOW.FLG 600 20 15.000 3

UPP.FLG 600 22 15.000 3

[G-3]

SUB

D 6 1.300 10

D 6 1.200 12

150 14 8

150 14 4

150 14 1.444 50

180 16 2.257 4

180 16 2.249 4

180 16 2.233 4

180 16 2.209 4

180 16 2.177 4

180 16 2.137 4

180 16 2.089 4

180 16 2.033 4

180 16 1.970 4

180 16 1.898 4

180 16 1.818 4

180 16 1.730 4

180 16 1.634 4

180 16 1.530 4

180 16 1.456 4

PLATE

180 16 1.404 4

2.258 12 15.000 1

WEB PLATE

2.158 12 15.000 2

LOW.FLG 600 20 15.000 3

UPP.FLG 600 22 15.000 3

[G-2]

SUB

D 6 1.300 10

D 6 1.200 12

150 14 4

150 14 2

150 14 1.444 25

180 16 2.257 2

180 16 2.249 2

180 16 2.233 2

180 16 2.209 2

180 16 2.177 2

180 16 2.137 2

180 16 2.089 2

180 16 2.033 2

180 16 1.970 2

180 16 1.898 2

180 16 1.818 2

180 16 1.730 2

180 16 1.634 2

180 16 1.530 2

180 16 1.456 4

PLATE

180 16 1.404 4

2.258 12 15.000 1

WEB PLATE

2.158 12 15.000 2

LOW.FLG 600 20 15.000 3

UPP.FLG 600 22 15.000 3

[G-1]

ITEM STANDARD LENGTH EA ITEM STANDARD LENGTH EA ITEM STANDARD LENGTH EA

B C D

E F G H

SYMBOL 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

MATERIAL LIST

0.944

0.200

0.944

0.200

0.944

0.200

0.150

0.671

0.991

CIVIL

MATERIAL LIST

C-3

CAMP CASEY

REPAINT EXTERIOR OF VARIOUS FACILITIES,

File details come from the government source that posted it. Updated May 22, 2024.