Attachment_Drawin_W90VN924R0102.pdf

PDF 586 KB Posted May 13, 2024

Attached to: Replace 4EA damaged wash points of wash rack system at B976, Camp Carroll, Korea
Solicitation number: W90VN924R0102
Issued by: Department of the Army Materiel Command Army Contracting Command

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Written by GovTribe AI · May 13, 2024

This document appears to be a set of drawings for a federal contract opportunity to repair 4 wash points of a wash rack system at Camp Carroll in Korea. The key details are:

The scope of work includes replacing the concrete floor slab and base course, excavating and backfilling to replace the 4 wash points, and replacing the guard posts for each wash point. The contractor will need to provide all labor, tools, equipment, and other resources necessary to complete the work. The drawings provide detailed specifications for the concrete work, expansion joints, and replacement of the wash points, which must include specific accessories like freeze-proof outdoor faucets, valves, and drainage. The solicitation number is W90VN924R0102, and the anticipated agency is the Department of the Army Materiel Command Army Contracting Command. No additional details about the solicitation, pricing, or award timeline are provided in this document.

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B976, CAMP CARROLL

H10-00027-3J

REPAIR 4EA WASH POINTS

1/4

FEWR NO: H10-00027-3J

LOCATION : B976, CAMP CARROLL

LOCATION PLAN

NTS

937 942

733 732

382 973

996997

948947

672673674

408 932

603 696

Washrack

414413

311826 376

Scale

621 701

Scale

155 101

252230

581 582

602 611

Luther H. Story Field

Tennis Court

Tennis

Court

Pool

Volleyball Court

Foot bridge

Footbridge

Road

Bridge

Footbridge

Road

Bridge

Footbridge

Road Bridge

Electronic

Billboard

Electronic Sign

Flag Pole

Firing

Range

Fire/Rescue

Training

Electrical

Substation

Electrical

Substation

Electrical

Substation

Electrical

Substation

GATE 4

GATE 1

GATE 3

353 379

920921

OREGON AVENUE

NEW YORK AVENUE

NEVADA AVENUE

I A

MONTANA AVENUE

FLORIDA AVENUE

KENTUCKY AVENUE

UEAR

TENNESSEE AVENUE

PENNSYLVANIA AVENUE

ILLINOIS AVENUE

Korean War

Dead Memorial

Cemetary

Washrack

Burn Building and

Confined Space Training

TA-60

Training Area

Vehicle

Driver

Course

Washrack

Sewage

Plant

927938

NEB

RAS

Washrack 316374

THIS PROJECT

B976, CAMP CARROLL

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SITE:

REPAIR 4EA WASH POINTS

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FEWR NO: H10-00027-3J

LOCATION : B976, CAMP CARROLL

WASH RACK PLAN #1

NTS

PUMP

HOUSE

EXPANSION

JOINT

DOWELLED

CONSTRUCTION

JOINT

MOUNTABLE

CURB

20422

9754 9754

4877 4877 4877 4877

W W

LEGEND

REPLACE EXISTING CONCRETE PAVEMENT

UNIT : MM

GENERAL NOTE

1. THE CONTRACTOR SHALL BE RESPONSIBLE IN VERIFYING ALL

EXISTING CONDITION AND DIMENSIONS PRIOR TO COMMENCING ANY

CONSTRUCTION AND RENOVATION.

ANY DISCREPANCIES SHALL BE BROUGHT IMMEDIATELY TO THE

ATTENTION OF THE CONTRACTING OFFICER.

2. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH

THE CURRENT STANDARD, SPECIFICATIONS AND GENERAL

CONDITION OF STANDARD DETAIL DRAWINGS FOR OMA PROJECTS,

KOREA, 30 NOVEMBER 2015.

3. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT OR

REPAIR ALL DAMAGES TO EXISTING AREAS CAUSED BY THIS

PROJECT AND TO MATCH CONDITION TO ADJACENT AREAS DIRECTED

BY THE CONTRACTING OFFICER.

4. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN ALL

NECESSARY SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS,

CONES AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL

NECESSARY PRECAUTIONS FOR THE PROTECTION AND SAFETY OF

THE PUBLIC AND/OR MILITARY TRAFFIC AND OPERATIONS.

5. THE CONTRACTOR SHALL COORDINATE ALL PHASE OF WORK WITH

THE CONTRACTING OFFICER AND USER.

6. THE CONTRACTOR SHALL TAKE MEASURES TO PROTECT EXISTING

FACILITIES AND ANY DAMAGES THAT MAY OCCUR DURING THE

COURSE OF HIS WORK SHALL BE RESTORED AT THE EXPENSE OF

THE CONTRACTOR.

7. THE CONTRACTOR SHOULD COORDINATE ANY SALVAGEABLE AND

RECYCLABLE MATERIALS WITHIN PROJECT LIMIT WITH COR

CAREFULLY TO DETERMINE PROPER MATERIAL HANDING METHODS.20

20422

B976

SCOPE OF WORK

1. REPLACE CONCRETE FLOOR SLAB(200MM -> 300MM THK) AND BASE

COURSE(150MM THK) INCLUDING 2 LAYERS OF WWF, EXPANSION

JOINT, V/B AND CAULKING.

2. EXCAVATE AND BACKFILL COMPACTION TO REPLACE THE WASH

POINTS.

KEY PLAN

THIS LOCATION

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REPAIR 4EA WASH POINTS

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FEWR NO: H10-00027-3J

LOCATION : B976, CAMP CARROLL

WASH RACK PLAN #2

NTS

PUMP

HOUSE

W W

UNIT : MM

POINT #1 POINT #2 POINT #3 POINT #4

C C C C

SCOPE OF WORK

1. REPLACE #1, #2, #3, #4 WASH POINTS.

2. REPLACE GUARD POSTS FOR EACH WASH POINT.

3. PAINT NEW GUARD POSTS.

REPLACING WATER PIPE LINES IS NOT INCLUDED IN THIS PROJECT.

NOTE

1. NEW WASH POINTS SHALL INCLUDE ALL NECESSARY ACCESSORIES

(GROUND HYDRANT : *FREEZE PROOF OUTDOOR FAUCET 5'H, CASING

: 1" GALVANIZED, HEAD/HANDLE MATERIAL : CAST IRON, 125 PSI INCL.

BACKFLOW PREVENTER VALVE, 3/4" CONNECTION THREAD FOR

HOSE, OPERATION LEVER, HOLE FOR PADLOCK, DRAINAGE HOLE,

ELBOW WITH 3/4" OUTSIDE THREAD, VALVE BODY, VALVE RUBBER,

1/8" NPT DRAIN HOLE : LOCKABLE HANDLE, BRICK AND GRAVEL, UL

LISTED, OR EQUAL PRODUCTS).

REPLACE WASH POINTS

B976

KEY PLAN

THIS LOCATION

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REPAIR 4EA WASH POINT

4/4

FEWR NO: H10-00027-3J

LOCATION : B976, CAMP CARROLL

DETAILS

NTS

BASE COURSE

CONSTRUCTION JOINTA

JOINT SEALANT

203 203

19MM DIA X 406MM LONG 305MM O.C.

DOWEL ONE END PAINTED AND OILED

BASE COURSE

NONEXTRUDING19MM PREFORMED

JOINT FILLER

JOINT SEALANT

2 LAYERS, 4 X 4 - W4 X W4

1829MM OR 152MM

SLAB WIDTH OR

LENGTH

EXPANSION JOINT

TO CONFORM

WITH ADJACENT

CONC CURB & GUTTER

R = 38 MM

MOUNTABLE CURBS E C T I O N

VARIES

914711 203 559152 610

51MM SUPPLY LINE

FOR DRAIN TUBE &

INSTALLATION

51MM DIA NONE

FREEZING

POST HYDRANT

38MM DIA PIPE POSTS

TOP RAILS & BRACINGS 51MM TEE

19MM DIA X 76MM LG NIPPLE

19MM HOSE GATE VALVE

(SCREWED) 2EA

STEEL GRATING

152MM DIA OUTLET PIPE

VARIES

EXPANSION JOINT(TYP.)

203MM THK BASE COURSE

216MM THK CONC

#4 @ 305MM O.C. CONTINUOUS

#4 @ 305MM O.C.

3 - 4# BARS CONTINUOUS

102MM DIA DRAIN PIPE, L = 152MM

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File details come from the government source that posted it. Updated May 13, 2024.