Attachment 1_Drawing.pdf

PDF 3 MB Posted Jun 4, 2024

Attached to: (MATOC, WP) Repair Well #3 in THAAD Site
Solicitation number: W90VN924R0126
Issued by: Department of the Army Materiel Command Army Contracting Command

About this file

Written by GovTribe AI · Jun 4, 2024

This document contains a drawing and specifications related to a federal contract opportunity for the Repair of Well #3 at the THAAD Site.

The drawing provides a location plan, site layout plan, and scope of work details for repairing the existing water well #3 at the THAAD site. It includes requirements such as preparing and submitting shop drawings, restoring damaged items, maintaining traffic and safety, and proper disposal of hazardous materials. The related federal contract opportunity is a solicitation (W90VN924R0126) issued by the Department of the Army Materiel Command Army Contracting Command for a MATOC (Multiple Award Task Order Contract) task order to perform the repair work on Well #3 at the THAAD site. The solicitation references the attached drawing and RFP for further details.

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W90VN924R0126.pdf	PDF	Jun 4, 2024

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SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

R-11SHEET OF

CHECKED BY

SUBMITTED BY

APPROVED BY

PROJECT NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

O & M

HOUSING DIV.

REVIEWED BY

UNITED STATES ARMY GARRISON DAEGU

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

DIRECTORATE OF PUBLIC WORK

HGFEDCBA

D - 24 - 25

CHON, HYON TAE

DESIGN REVIEW SIGNATURE

ORGANIZATION

USING AGENCY

36TH SIGNAL

MASTER PLN.

ENVIRONMENTAL

NAME SIGNATURE

O&M DIV.

FIRE DEPT.

SAFETY OFFICE

DPTMS(AT/FP)

188TH MP COM.

IND. HYGENIST

UNIT #15746, APO AP 96218-5746

DRAWING NO.

CHIEF,

DESIGN & TECH. REVIEW Br.

AS SHOWN

1 1 OF 1R - 1

T I T L E S H E E T

TITLE SHEET

USING AGENCY

DATE:14 MAY 24

H20-00049-4J

CIVIL

5 E - 2

E - 1

CIVIL

C - 1

C - 2

LOCATION PLAN

WORK PLAN SPECIAL REQUIREMENTS

DRAWINGS AND DETAIL DRAWINGS FOR CONSTRUCTION.

5. THE CONTRACTOR SHALL SUBMIT AND GET APPROVAL OF SHOP

SOLICITATION PHASE IS ENCOURAGED.

AND THEREFORE, ATTENDANCE AT SITE SURVEY DURING THE

LAYOUT PLAN MAY CHANGE DEPENDING ON THE SITE CONDITIONS

4. THE CONTRACTOR SHALL CONSIDER THAT THE PROPOSED SITE

BE ONGOING DURING THE DESIGN PHASE.

GOVERNMENT WHO MAY ALLOW CONCURRENT WORK SUCH AS DEMOLITION TO

OTHERWISE AT GOVERNMENT’S DISCRETION. IT WILL BE UP TO THE

QUANTITIES FOR APPROVAL PRIOR TO COMMENCING CONSTRUCTION UNLESS

BY REGISTERED AND CERTIFIED ENGINEER WITH BILL OF MATERIAL AND

THE PAC) AND 100% (THIRTY (30) CALENDAR DAYS AFTER THE PAC) DRAWINGS

3. THE CONTRACTOR SHALL SUBMIT 50% (TWENTY (20) CALENDAR DAYS AFTER

EVALUATION STAGE.

DRAWING WILL BE REVIEWED FOR ITS ACCEPTABILITY DURING THE TECHNICAL

SUPPORT BRIGADE (CSB) INCLUDED WITH THEIR PROPOSAL. THE CONCEPT

SCOPE OF WORK TO DPW, AREA IV, DESIGN BRANCH VIA 411TH CONTRACTING

2. THE CONTRACTOR SHALL SUBMIT CONCEPT DRAWINGS, INCLUDING

IMPACT DESIGN AND CONSTRUCTION.

GET A CLEAR UNDERSTANDING OF THE SITE OVERVIEW WHICH COULD

SITE ORIENTATION CONDUCTED BY CONTRACTING OFFICE AND DPW TO

1. IT IS HIGHLY RECOMMENDED FOR THE CONTRACTOR TO ATTEND THE

ELECTRICAL

REPAIR OF THE WELL 3

PROJECT NO. H20-00049-4J, THAAD SITE

REPAIR OF THE WELL #3

THAAD SITE

WELL CONTROL PLAN

LEGEND, NOTES AND SCOPE OF WORK

SITE LAYOUT PLAN AND SCOPE OF WORK

THAAD SITE

14 MAY 24

CHI, K.K.

KU, HUN MO

LOCATION PLAN

H20-00049-4J D - 24 - 25

AS SHOWN

REPAIR OF THE WELL #3

1 4

CANOPY

A C

F T F

L D

M O T O

R P

O O L

P A T H .9

M X .9

U N

D E R

G R

O U

N D

Y P E L

S A

M E T

A L B

U T L E

A C R

O A

ROCK

A C R

O A

AC ROAD

WOODEN BRIDGE

AC ROAD

DECK

L A

T R

C O

N C W

A L L

C O

N C W

A L L

C O

N C W

A L L

CURRENT M

ND FENCE

S-1020

S-1065

S-1060

A C R

O A D

ROCK

G A T E

LOCATION PLAN

SCALE : 1 / 2000

REVIEWED BY

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

R E V I S I O N S

DESCRIPTIONZONESYMBOL DATE BY CHK. APVD.

O & M

FES

FORCE PROTECTION

HOUSING DIV.

SAFETY REP

SIGNAL REP

USING AGENCY

DESIGN & TECH. REVIEW Br.

APPROVED BY

SUBMITTED BY

CHECKED BY

PROJECT NO.

SCALE :

DRAWING NO.

SHEET OF

REF NO.

CHIEF,

DATE:

ROCK

BUNKER

GREEN

POND

GREEN

POND

GREEN

ROAD

AC ROAD

AC RO

A C R

O A

AC ROAD

ROCK

A C R

O A

A C R

O A

A C R

O A

SHED

A C R

O A

A C R

O A

ROCK

A C R

O A

A C R

O A

ROCK

ROCK SHED

A C R

O A

A C R

O A

A C R

O A

A C R

O A

A C R

O A D

A C R

O A

B R

G E

W O

O D

E N

R O

C K

ROCK

R O

C K

ROCK

AC ROAD

A C R

O A

AC ROAD

A C R

O A

ROCK

AC ROAD

ROCK

A C R

O A

D A C R

O A D

G A S T

A N

A C R

O A

ROCK

A C R

O A

AC ROAD

ROCK

A C R

O A

A C R

O A

W O

O D E N B

G E

AC R

OAD

BRIDGE

WOODEN

POND

ROCK

S-1030

B R

G E

W O

O D E N

BUNKER

GREEN

BUNKER

HGFEDCBA

GREEN

THIS PROJECT

GRAPHIC SCALE

(IN METERS)

SCALE: 1 :2000

CIVIL

SEE THE SITE PLAN

C-1

W A

N T

WELL#3

R W

T E R

POND

GREEN

SITE LAYOUT PLAN

SCALE : 1 / 1000

SCALE: 1 : 1000

GREEN

WATER P

LANT

AC ROAD

AC R

OAD

AC ROAD

A D

AC ROAD

POND

A C

R O

A D

AC R

OAD

TBM

C-22 4

D - 24 - 25

14 MAY 24

EXISTING WATER WELL #3

PROJECT WORK LIMITS

SEE THE SCOPE OF WORK

H20-00049-4J

EXISTING RAW WATER TANK

(ASSUMED, TO BE ABANDONED)

EXISTING RAW WATER LINE

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

O C

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

GATE

W V

W W

V W

P U

M P

W A

T E

C B

W V

W W

V W

W V

W W

V W

W V

C B

W V

W W

V W

C B

C E

C B

E C B

C B

A D

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

W W

V W

W V

C B

100PVC

TEE

POND

TEETEE

FROST DEPTH UNLESS OTHERWISE NOTED.

8. WATER AND SEWER LINE SHOULD HAVE A MINIMUM COVER OF

WITHOUT ANY ADDITIONAL COST.

INCLUDING FALSEWORK SUCH AS FORMWORKS AND SHORING

9. CONTRACTOR SHOULD PROVIDE ANY NECESSARY RESOURCES

SOLID SODDING WITHIN THE WORK BOUNDARY.

CUT AND FILLED AREA SHALL BE COVERED WITH TOP SOIL AND

14.

13.

10.

11.

12.

15.

16.

OF CONTRACT PROPOSAL.

DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO SUBMISSION

1. THE CONTRACTOR SHOULD VERIFY ALL EXISTING CONDITIONS AND

PROJECT.

THE CONTRACTING OFFICER PRIOR TO COMMENCING WORK ON THE

PORTION OF THE JOB BY THE COR AND SHOULD BE APPROVED BY

2. THE CONTRACTOR SHOULD SUBMIT SHOP DRAWINGS FOR ANY

EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.

DISMANTLING, DEMOLISHING, OR REMOVING AT THE CONTRACTORS

TO THEIR ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY

3. THE CONTRACTOR SHOULD BE RESPONSIBLE FOR REPAIR/RESTORATION

WHICH WILL INTERFERE WITH THE CONSTRUCTION OPERATIONS.

UNDERGROUND ROCK BASE, EXISTING UTILITY LINES, AND OTHER ITEMS

CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS, SUCH AS

4. THE SITE INDICATED ON THE DRAWING SHOULD BE GRADED AND

REQUIRED.

DETOUR ROAD FOR VEHICLES DURING CONSTRUCTION PERIOD IF

5. CONTRACTOR SHOULD PROVIDE TEMPORARY ACCESS ROAD AND

OTHER UTILITY MARKERS IN THE PROJECT LIMIT.

6. CONTRACTOR SHALL RESTORE/REESTABLISH SURVEY MONUMENTS AND

SCOPE OF WORK.

PROJECT.THE DETAILS WILL BE UTILIZED TO ACCOMPLISH THE CIVIL

INSTALLATION MANAGEMENT COMMAND" FORM AS A PART OF THIS

KOREA, REVISION1, 30 OCTOBER 2015, DEPARTMENT OF THE ARMY

AND "STANDARD TECHNICAL SPECIFICATIONS FOR O & MA PROJECT,

DEPARTMENT OF THE ARMY INSTALLATION MANAGEMENT COMMAND"

DRAWINGS, FOR O & MA PROJECT, KOREA, 30 NOVEMBER 2015,

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

AND REGULATIONS.

GOVERNMENT LEASED PROPERTY IN ACCORDANCE WITH LOCAL LAWS

DISPOSAL OF WASTE MATERIALS SHOULD BE OUTSIDE U.S.

GOVERNMENT.

LAY DOWN AREA SHALL BE PROVIDED FOR THE CONTRACTOR BY THE

STORAGE AREAS SHALL BE WITHIN THE CONSTRUCTION AREA AND NO

APPROVED/INDICATED BY C.O.R. ADMINISTRATIVE FIELD OFFICES AND

TEMPORARY FACILITIES ACCORDING TO O&MA SPEC. AT THE LOCATION

CONTRACTOR SHOULD PROVIDE AND MAINTAIN THE CONTRACTOR’S

PRIOR TO COMMENCING THE WORK.

TO THE DESIGN AND TECHNICAL REVIEW BRANCH FOR APPROVAL

THE CONTRACTOR SHOULD PREPARE AND SUBMIT MATERIAL SUBMITTAL

TRAFFIC AND OPERATIONS.

FOR THE PROTECTION AND SAFETY OF THE PUBLIC AND/OR MILITARY

PROTECTIVE FACILITIES AND SHALL TAKE ALL NECESSARY PRECAUTIONS

SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES AND OTHER

CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY

AND STATIONS AND ELEVATIONS ARE IN METERS.

UNLESS OTHERWISE NOTED ALL THE DIMENSIONS ARE IN MILLIMETERS

PROPER MATERIAL HANDLING METHODS.

MATERIALS WITHIN PROJECT LIMIT WITH COR CAREFULLY TO DETERMINE

CONTRACTOR SHOULD COORDINATE ANY SALVAGEABLE/RECYCLABLE

GENERAL NOTES:

KU, HUN MO

CIVIL

AS SHOWN

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

CHI, K. K.

GRAPHIC SCALE

- 4000020000

TEE

TEMPORARY BENCH MARK

EXISTING CONTOUR LINES

EXISTING IRRIGATION/VALVES

LEGEND

WV W

EL:490.376

E:430229.576 N:3989788.890

"16"WOODEN STAKED

Y P

E L

S A

M E

T A

L B

U T L E

S-

SCOPE OF WORK

#1 (REPAIR/MAINTENANCE)

ENVIRONMENTAL GOVERNING STANDARD(EGS) CHAPTER 5 & CHAPTER 6.

CODE OF REGULATION 1910 SUBPART H AND USFK REGULATION 201-1,

DURING THE PROJECT MUST BE STORED IN ACCORADANCE WITH THE

ALL HAZARDOUS MATERAIL AND HAZARDOUS WASTE USED/ CREATED17.

ACCORDANCE WITH DRAWING AND SPECIFICATIONS.>

EXISTING RAW WATER LINE (ASSUMED)

R W x

(PVC, D=100)

EXISTING RAW WATER LINE,

TO BE ABANDONED

EXISTING RAW WATER LINE (ASSUMED)

RWx

FINISH SURFACE SHALL BE WELL GRADED AND HAVE POSITIVE DRAINAGE SURFACE.

EARTH WORKED AREA SHALL BE PROPERLY COMPACTED IAW OMA SPEC.

NOTES:

MINIMUM WATER PIPE COVER SHALL BE 1.20 METERS.

WITH THE GUIDANCE OF AMERICAN WATER WORKS ASSOCIATION (AWWA) C605.

INSTALLATION OF PVC PRESSURE PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE

WITHIN PROJECT WORK LIMITS.

CONCRETE ENCASEMENTS FOR NEW WATER LINE SHALL BE INSTALLED ALL TRAFFIC AREAS

10.

FOR THE EXACT LOCATIONS AND SHALL DEVELOP THE APPROPRIATE PLAN.

ESTIMATE AND CONTRACTOR SHALL VERIFY THE SITE CONDITIONS AND DO THE CONFIRMATIONS

SITE SHOWN IS APPROXIMATE AND ONLY FOR REFERENCE OF THE DESIGN CONCEPT AND

PROVIDE DRAIN LINE (D=200, PVC), HEADWALL, APRON, GRAVEL BED AND OTHERS FOR VALVE PIT.

REQUIREMENT UNLESS OTHERWISED SPECIFIED.

ALL ITEMS SHALL MEET THE LOCAL KS/ U.S. ANSI, OMA SPEC, AWWA, UFC DESIGN CODE

11.

12.

13.

DEMOLITION/REMOVAL NOTES

INDICATED, UNLESS OTHERWISE NOTED.

ALL DEMOLITION WORK SHALL BE CONFINED WITHIN THE PROJECT WORK LIMITS

LINES.

ON THE DRAWING OR NOT, CONTRACTOR SHALL VERIFY THE LOCATION OF UTILITY

EXISTING UTILITY LINES (WATER, SEWER, STORM DRAIN, AND ELEC LINES) SHOWN

SOIL ON REMOVAL PLANS.

KOREA, USFK PAM 200-1. REFER TO DEMOLITION/DISPOSAL OF CONTAMINATED

ENVIRONMENTAL LAWS AND THE ENVIRONMENTAL GOVERNING STANDARDS FOR

ALL DISPOSAL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE KOREAN

SEE ELECTRICAL DRAWINGS FOR THE ELECTRICAL ITEMS.

SATISFACTION OF THE CONTRACTING OFFICER.

CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT AND TO THE

CONTRACTOR SHALL RESTORE THESE ITEMS TO THEIR ORIGINAL OR BETTER

DUE TO CONTRACTOR’S NEGLIGENCE OR CONSTRUCTION OPERATIONS, THE

STRUCTURES AND/OR IMPROVEMENTS SHOULD THESE ITEMS BECOME DAMAGED

BE MAINTAINED IN GOOD CONDITION TO RECEIVE THE PROPOSED UTILITIES,

ALL UTILITIES, STRUCTURES AND/OR IMPROVEMENTS IDENTIFIED TO REMAIN SHALL

FROM THE SITE.

SHALL BE RETAINED AND/OR TRANSPLANTED, CLEARED, GRUBBED AND REMOVED

ALL TREES, SHRUBBERY, AND ORNAMENTAL PLANTS NOT SPECIFICALLY SCHEDULED

I.E. EDGE OF PAVEMENT, EDGE OF ROADWAY, EXISTING CHAIN-LINK FENCE, ETC.

AND ROADWAYS SHALL BE USED AS DEMARCATIONS FOR THE PROJECT LIMITS,

REMOVAL WORK LIMITS SHOWN ARE APPROXIMATE, EXISTING GROUND FEATURES

USFK REGULATION 201-1, TABLE 2-7 (DUST REDUCTION REQUIREMENTS).

THE CONTRACTOR SHALL PERFORM THE WORKS IN ACCORDANCE WITH THE

INSIDE WALL OF VALVE PIT SHALL BE PAINTED WITH WATERPROOFING MATERIAL.

THAAD SITE

ACFT FIELD

MOTOR POOL

BLDG.

BLDG. #1020

SUMP (300 X 300 X 300(D)) AND SUBMERSIBLE SUMP PUMP SHALL BE INSTALLED IN VALVE PIT.

POND

<ALL FAILED OR FAILING SYSTEM SHALL BE REPAIRED IN

(D=100, PVC)

RAW WATER LINE,

(SEE NOTES, NO.8, NO.9, NO.10, NO.11, NO.12, AND NO.13 ON THIS DRAWING)

PLATE COVER

AND NECESSARY ACCESSORIES, WITH CHECKERED STEEL

WATER FLOW METER, PRESSURE GAUGE, SAMPLING TAP

INCLUDING PIPING (D=50), CHECK VALVE, GATE VALVE,

CONCRETE VALVE PIT, (3,200 X 2,000 X 1,600(D))

RAW WATER LINE

PIPING IN VALVE PIT AND VALVE PIT COVER SHALL BE STAINLESS STEEL.

AND ALL NECESSARY ITEMS, REQUIRED FUNCTIONIZE THE SYSTEMS PROPERLY.

UTILITY LINES INCLUDE SUCH AS WATER, SEWER, STORM, DRAINAGE, DITCH, CATCH BASIN,

ALL UNDERGROUND/ABOVE GROUND UTILITY LINES SHALL BE RELOCATED AS REQUIRED. THE

PIT

WATER LINE WITH NEW VALVE

CONNECTED TO EXISTING RAW

RAW WATER LINE TO BE

SITE LAYOUT PLAN AND SCOPE OF WORK

EXISTING VALVE PIT

WELL #4

RWx

(FUTURE PROJECT)

CONCRETE PAVEMENTS AND ROAD,

HELIPAD, DETENTION BASIN, ASPHALT

VALVE PIT COVER AND FRAME AROUND SHALL BE INSTALLED RUBBER PACKING.

ON THIS DRAWING)

(SEE NOTES, NO.8, NO.9, NO.10, NO.11, NO12, AND NO.13

ACCESSOIRES WITH CHECKERED STEEL PLATE COVER

INCLUDING GATE VALVES (D=100) AND NECESSARY

CONCRETE VALVE PIT, (2,400 X 1,600 X 1,600(D))

(D=50, STAINLESS STEEL)

RAW WATER LINE,

UTILITY LINES.

REROUTE/RELOCATE EXISTING UNDERGROUND AND ABOVEGROUND

RESTORE EXISTING PAVERS, CHAINLINK FENCE AND DITCHES.

CUT AND PLUG EXISTING RAW WATER LINE.

REF. NO. C-2.

SEE GENERAL NOTES, DEMOLITION/ REMOVAL NOTES ON DRAWING

SEE NOTES ON DRAWING REF. NO. C-2.2.

#2 (GENERAL REQUIREMENTS)

SOD WITH TOP SOIL AND SOLID SODDING.

PROVIDE EARTH WORKS.

PROVIDE CONCRETE VALVE PITS.

PROVIDE CONCRETE ENCASEMENTS.

BLOCKS.

FITTINGS, AND NECESSARY ACCESSORIES, THRUST BLOCKS, AND ANCHOR

PROVIDE RAW WATER LINE (D=100, PVC AND D=50, STAINLESS STEEL),

14.

(SEE NOTES, NO.14)

PROPERLY TO THE WELL #3

RAW WATER LINE SHALL BE CONNECTED

AND SODDING.

ALL UNPAVED AREAS WITHIN THE PROJECT WORK LIMITS SHALL BE COVERED WITH TOPSOIL16.

AC PAVEMENT, PCC PAVEMENT, AND OTHERS FOR INSTALLATION OF RAW WATER LINE.

CONTRACTOR SHALL RESTORE EXISTING DITCHES, CHAINLINK FENCE AND PAVERS SUCH AS15.

EAST DISTRICT).

WELL CENTER, AND CONTRACTOR SHALL COORDINATE THE PIPE CONNECTION WITH FED (FAR

END OF THE WATER PIPE TOWARD WELL#3 SHALL BE EXTENDED ABOUT 2 METER FROM THE

REPAIR OF THE WELL #3

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

SIN, YS

E-1AS SHOWN

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

UNIT #15746, APO AP 96218-5746

DATE:

US ORIGIN MATERIAL:

DIRECTORATE OF PUBLIC WORKS

THE DRAWINGS.

HTTP://WWW.CCKBID.COM). ALL NON-GENERIC US ORIGIN MATERIALS SHALL BE AS INDICATED ON

FEBRURY 2, 2004 (ELECTRONIC VERSION OF THIS DOCUMENT CAN BE FOUND AT INTERNET SITE

ALL GENERIC US ORIGIN MATERIALS SHALL BE IDENTIFY AS OFF-SHORE IN THE GENERIC SUBMITAL

D - 24 - 25

14 APR 24

H20-00049-4J

SCOPE OF WORK

WORK CLASS: "K" (REPAIR / MAINTENANCE)

WELL CONTROL PANEL

ELECTRICAL HAND HOLE

CONCRETE ENCASEMENT

AN, CY

G E N E R A L N O T E SL E G E N D

4. MOUNTING HEIGHTS ARE AS BELOW. MEASUREMENT IS TO CENTER OF OUTLET.

WIRES IS INDICATED AS FOLLOW;

AND ONE (1)-#12AWG GROUND WIRE IN 16mm CONDUIT. A GREATER NUMBER OF

ANY CIRCUIT WITHOUT FURTHER DESIGNATION INDICATES TWO (2)-#12AWG WIRES

3-#12AWG WIRES AND 1-#12AWG GROUND WIRE IN 16mm CONDUIT.

4-#12AWG WIRES AND 1-#12AWG GROUND WIRE IN 16mm CONDUIT.

LIGHTING FIXTURE--------------------SEE LIGHTING FIXTURE SCHEDULE

TOGGLE SWITCH-----------------------1220mm TO CENTER OF THE OUTLET

RECEPTACLE---------------------------460mm TO CENTER OUTLET

PANELBOARD, CIRCUIT BREAKER------------------------SEE SPECIFICATION

CAULKING MATERIAL SHALL BE VERIFIED BY F&ES OFFICE PRIOR TO CONSTRUCTION.

BOTH SIDE OF FIRE WALLS, FIRE-PARTITIONS AND FIRE-RATED PIPE CHASE WALLS.

ALL PIPE PENETRATIONS SHALL BE SEALED WITH FIRE RATED CAULKING MATERIAL ON

SPECIFICATIONS FOR O&MA PROJECTS, AND SPECIFICATIONS.

ELECTRICAL CODE, NATIONAL ELECTRICAL SAFETY CODE, FIRE CODE, TECHNICAL STANDARD

ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE NATIONAL

CONDUIT WHICH IS TO BE BONDED TO THE MAIN GROUNDING SYSTEM AT BOTH ENDS.

GROUNDING WIRE SHALL BE GREEN INSULATED COPPER WIRE IN RIGID GALVANIZED STEEL

ALL WIRING SHALL BE CONCEALED ABOVE THE CEILING WHEN THE ROOM HAS A CEILING.

NEWEXSTREMOVE

+ WIRING CONCEALED IN UNDERGROUND

WIRING CONCEALED IN CEILINGS AND WALL

WIRING EXPOSED ON CEILINGS AND WALL

AND THE COLOR OF TOGGLE SWITCHES AND RECEPTACLE SHALL BE GRAY.

ALL COVER PLATES OF RECEPTACLES AND SWITCHES SHALL BE STAINLESS STEEL METALLIC ONES

CHANGES SHALL BE APPROVED BY THE CONTRACTING OFFICE.

BE RESPONSIBLE TO RESIZE AND PROVIDE THE REQUIRED WIRING AND OVER CURRENT DEVICES. THE

IF EQUIPMENT OTHER THAN INDICATED ON THE PLANS ARE PROVIDED, THEN THE CONTRACTOR SHALL

TO MWR CATV, ONCE COMPLETED BY THE CONTRACTOR, BEFORE THE FINAL ACCEPTANCE INSPECTION.

SIGNAL LEVEL RESULTS WILL BE RECORDED BY THE CONTRACTOR AND GIVEN IMMEDIATELY

CONTRACTOR SHALL COORDINATE WITH MWR CATV TO PERFORMING FINAL ACCEPTANCE TESTING.

INSTALLED IN THE SUSPENDED CEILING SHALL BE SUPPORTED BY THE CEILING GRID BAR SYSTEM.

LIGHTING FIXTURES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURES EXCEPT LIGHTING FIXTURES

10.

WORK-PLAN

3 4

AND ALL NECESSARY ACCESSORIES FROM WELL#3 TO WATER TREATMENT PLANT.

PROVIDE NEW CONTROL SYSTEM WITH CABLE, CONDUIT, ELECTRIC HANDHOLES, CONCRETE ENCASEMENTS

2. PROVIDE EMPTY CONDUIT FROM NEW VALVE PIT TO NEW CONTROL PANEL WITH PULLING WIRE.

LEGEND, NOTES AND SCOPE OF WORK

ELECTRICAL

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

E-2AS SHOWN

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

UNIT #15746, APO AP 96218-5746

DATE:

DIRECTORATE OF PUBLIC WORKS

P-1

GRAPHIC SCALE

SCALE : 1 : 1000

SIN, YS

H20-00049-4J

14 APR 24

D - 24 - 25

20000 40000

SCALE: 1 : 1000

E-2

ELECTRICAL

WELL CONTROL PLAN

AN, CY

T E R

POND

GREEN

WATER P

LANT

AC ROAD

AC R

OAD

AC ROAD

A D

AC ROAD

POND

A C

R O

A D

AC R

OAD

TBM

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

O C

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

GATE

W V

W W

V W

P U

M P

W A

T E

C B

W V

W W

V W

W V

W W

V W

W V

C B

W V

W W

V W

C B

C E

C B

E C B

C B

A D

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

C B

W V

W W

V W

W V

C B

100PVC

TEE

POND

TEETEE

TEE

EL:490.376

E:430229.576 N:3989788.890

"16"WOODEN STAKED

Y P

E L

S A

M E

T A

L B

U T L E

S-

R W x

ACFT FIELD

MOTOR POOL

BLDG.

BLDG. #1020

POND

EXISTING VALVE PIT

WELL #4

RWx

WELL #3 CONTROL PANEL

EXISTING LOCAL WATER

(TYP. OF 2EA)

NEW HANDHOLE

H/H

EXISTING HANDHOLE

WELL CONTROL PLAN (WORK-PLAN)SPECIFIC NOTES

2. THE CONTROL CABLE SHALL BE INSTALLED WITH CONCRETE ENCASEMENT WHEN PASS ALL VEHICLE ROADS.

NECESSARY ACCESSORIES NOT SHOWN ON THIS DRAWING.

CONDUIT (TYPICAL)

CABLE 8C-#12 AWG IN 28mmD PVC

NEW UNDERGROUND WELL CONTROL

1. THE CONTRACTOR SHALL COORDINATE WITH FED WHEN CONNECT CONTROL CABLE TO CONTROL PANEL.

WITH PULLING WIRE ONLY

NEW 28mm EMPTY CONDUIT

3. THE CONTRACTOR SHALL REDESIGN THE WELL#3 CONTROL SYSTEM REFLECT ALL WIRES, CONDUITS AND

INSTALLED BY FED

CONTROL PANEL WILL BE

REMOTE WATER WELL #3

SEE NOTE #4.

CONTROL PANEL BY FED

LOCAL WATER WELL #3

NEW CONCRETE ENCASEMENT

4. THE CONTROL CABLE SHALL HAVE SLACK LOOP 5M OVER AT BOTH END CONTROL PANELS.

4 4

H20-00049-4J_T01-Default-000

H20-00049-4J_C01-Default-000

H20-00049-4J_C02-Default-000

H20-00049-4J_E01-Default-000

H20-00049-4J_E02-Default-000

File details come from the government source that posted it. Updated Jun 4, 2024.