Attachment 1-Drawings (HS-00092-3J).pdf

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

R-11SHEET OF

DESIGNED BY

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 - 24

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:30 APR 24

HS-00092-3J

CIVIL

3 OF 25M - 2

9 8 OF 25

10 9 OF 25

M - 5

M - 6

M - 7

M - 8

11 10 OF 25M - 9

12 11 OF 25M - 10

13 12 OF 25M - 11

14 13 OF 25M - 12

19 18 OF 25

20 19 OF 25

M - 13

M - 14

M - 15

M - 16

M - 17

M - 18

21 20 OF 25

22 21 OF 25M - 20

23 22 OF 25M - 21

24 23 OF 25M - 22

E - 1

M - 3

M - 4

E - 2

ELECTRICAL

PROJECT NO. HS-00092-3J, CAMP CARROLL

CAMP CARROLL

G - 1 SITE LAYOUT PLAN

M - 1

M - 19

GENERAL NOTES AND SCOPE OF WORK

EQUIPMENT SCHEDULE

OVERALL SITE PLAN

NEW EQUIPMENT PLAN (TERTIARY CLARIFIER)

NEW SHAFT DETAIL (TERTIARY CLARIFIER)

NEW WEIR DETAIL (TERTIARY CLARIFIER)

LEGEND, NOTES AND SCOPE OF WORK

EXISTING / REMOVAL EQUIPMENT PLAN (OXIDATION DITCH #1 & #2)

NEW EQUIPMENT PLAN (OXIDATION DITCH #1 &#2)

EXISTING / REMOVAL PLAN (SECONDARY #1, #2AND TERTIARY CLARIFIER)

NEW EQUIPMENT PLAN (SECONDARY CLARIFIER #1 & #2)

NEW SHAFT DETAIL (SECONDARY CLARIFIER #1 & #2)

NEW WEIR & WEIR TROUGH DETAIL (SECONDARY CLARIFIER #1 & #2)

NEW SCUM SKIMER & THOUGH DETAIL (SECONDARY CLARIFIER #1 & #2)

NEW WEIR DETAIL (SECONDARY CLARIFIER #1 & #2)

NEW SCRAPER ARM DETAIL (SECONDARY CLARIFIER #1 & #2)

NEW SCRAPER SIDE ARM DETAIL (SECONDARY CLARIFIER #1 & #2)

NEW ARM BRACE DETAIL (SECONDARY CLARIFIER #1 & #2)

NEW SPROCKET DETAIL (SECONDARY CLARIFIER #1 & #2)

NEW WEIR & WEIR TROUGH DETAIL (TERTIARY CLARIFIER)

NEW SCRAPER ARM DETAIL (TERTIARY CLARIFIER)

NEW SCRAPER SIDE ARM DETAIL (TERTIARY CLARIFIER)

NEW ARM BRACE DETAIL (TERTIARY CLARIFIER)

ELECTIRCAL SITE PLAN, "MCC" POWER SINGLE LINE DIAGRAM AND PANEL SCHEDULE

MECHANICAL

SYSTEM IN SEWAGE PLANT

REPAIR/REPLACE WASTEWATER TREATMENT

SYSTEM IN SEWAGE PLANT

REPAIR/REPLACE WASTEWATER TREATMENT

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

S-294 Court Tennis

S-296 Court Tennis

S-165 Volleyball Court

T-646

S -644

T-780

T-508

S-86

S -7

S -7

S -7

T -6

T -5

T -7

T -5

S-961

T-533

T -5

S-714

S -8

T-377

T-584

T -3

T-3

S-531

T-417

T-863

T-765

T-368

T-507

T-772

S-967

T-924

T-575

T-696S-603

T-928

T-691

S-102

T-521

T-558

T-989

T-681

T-343

S-965

T-116

T-504

T-315

T-385

T-617

T-661

T-693

T-766

T-764

T-768

T-769

T-271

T-763

T-160

T-299

T-414

T-413

T-104

T-120

S-954

S-860 Substation Electrical

S-360 Substation Electrical

S-576 Substation Electrical

S-133 bridge Foot

GATE 2

GATE 1

GATE 4

GATE 3

S-118 Electronic Sign

S-781

Flag Pole

S-390

DEAD MEMORIAL

KOREAN WAR

S-730

RANGE

QUALIFICATION

ZERO AND

25M RIFLE S-725

TESTING POND

BRIDGING BOAT

AMPITHEATRE

CAC

S-847

S-865 Bridge

Railroad

S-300 Road Bridge

T-534

T-677

T-659

T-311

T-386

T-700

T-619

T-376

S-114

T-519

T-625

S-983

S-984

S-387

T-509B

T-509-2

T-578 Vehicle Scales

T-509-1

S-284

T-115

S-401

S-383 Bus Stop 9

S-933 Bus Stop 6

S-621 Vehicle Scales

S-701

T-369

S-378

T-89

T-513

S-669 Station

Hunter Brake

S-328

S-329

T-509C

T-503 Bus Stop 1

T-624

S-639

T-416

S-350

T-415

T-979

S-667

S-705

T-926

T-577

T-720 Bus Stop 5

T-412

T-509D

T-509A

S-839

S-835

S-665

S-840

S-837

S-836

S-605

S-606

S-607

S-608

S-985

S-955

S-709

S-510

S-326

S-530

S-818

S-817

S-135

S-620

S-151

S-821

S-405

T-645

S-846

T -5

S-327

S -5

S-970

S-117

S-601

S-684

S-138

S-388

S-139

S-668

S-831

S-917

S-915

S -9

S-612

S -9

S-256

S-111

S-233

S-563

S-110

S-711

T-

S-231

S-396

S-230

S-100 S-235

S-375

S-136

S-403

T-565

S-253

S-250

S-977

S-676

S-254

S-573

S-946

S-998

S-203

S-841

S-123

S-938

S-914

T-516

S-911

S-113

T-520

S-913

S-141 S-143

S-142

S-264

S-731

S-101

S -309

S -2

S -7

S -9

T -9

T -9

S -9

S -2

S -9

S -6

S-675

S-320

S -8

S -8

T -5

S -9

S -3

T-318

S -4

S -6

S -3

S -8

S-9

S -6

S -8

S -8

T-126

S-121

T-125

T-127

T-207

S -1

T-236

S -9

S -6

T-206

S -3

S -9

T -3

S -3

S-154

S -9

S -8

S-974

S-321

S-

S-910S -4

S-340

S -6

S-349

S-301

S -611

T -3

S -6

S -7

S -7

S-140

S -6

S-718

S -7

S-137

S -6

S-842

S-351

S-512

S-205

S -5

S-336

S-239

S -9

S -3

S-267

S-509

T-359

S -3

S-532

S -9

S-655

S-208

T -7

S-702

S-163

S-304

T-515

S-733

S-732

S-627

T-384

S -3

T -5

T -3

S-312

S-666

S-420

S-973

T -3

T-580

S-679

T-996

S-925

T-997

S-931

T-631

T -2

S-131

S-919

T -3

T-521

S-395 S-918

S-944

T-195

T-196

T-198

T-197

T-194

T-199

S-119

S-739

S-3

S-647

T-261

S-164

T-130

S-717

S-402

T-189

T-406

T-193

T-958

S-88

S-348

T-581

S-265

S-640

S-953

S-411

S-664

S-654

S-344

S-511

S-982

S-968

S-929

T-155

S-972

T-582

S-95

T-409

S-916

S-947

S-957

S-956

S-719

S-770

S-162

S-161

T-317 Tower Cooling T-923

S-93

S-922

T-814

T-812

T-635

S-995

T-810

T-280

T-811

T-633

T-103

T-813

S-741

S-693 Washrack

S-404 Washrack

S-976 Washrack

S-939 Washrack

S-987 Washrack

S-927 Washrack

T-6

S-703

PLANT

TREATMENT

SEWAGE

S-87

S-150

S-144

WETLAND

CAMP CARROLL

S-978 Substation Electrical

S-870

CLINIC

HEALTH/DENTAL

S

DFAC

TEMF

S-719

T -9

Gate Access Farmer

S-894

S T O

R A G E

O R

G A N

IZ

A T

IO

N A L

GATE

SHED

SHED

T-

S/B

GATE

GATE

T R

A S

H

GATE

S-701

S-702

S-703

PLANT

TREATMENT

SEWAGE

DITCH

OXIDATION

CLARIFIER

TERTIARY

#2

#1

CLARIFIER

SECONDARY

#1 #2

P-1

SCALE : 1 / 5000

SITE LAYOUT PLAN

G-1

THIS PROJECT

G-1

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

DESIGNED BY

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

E

AS SHOWN

DATE:

D - 24 - 24

A B C D F G H

CAMP CARROLL

30 APR 24

HS-00092-3J

0 50 100 200

(IN METERS)

GRAPHIC SCALE

SCALE: 1 : 5000

SITE LAYOUT PLAN

GENERAL

N

CHONG, CHANG NAK

NAM, TAE CHIN

1 25

SYSTEM IN SEWAGE PLANT

REPAIR/REPLACE WASTEWATER TREATMENT

SCOPE OF WORK

GENERAL NOTES

2 25

H

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

DESIGNED BY

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

EDCBA

AS SHOWN

DATE:

MECHANICAL

D - 24 - 24

G

CHONG, CHANG NAK

NAM, TAE CHIN

M-1

USFK REGULATION 201-1, ENVIRONMENTAL GOVERNING STANDARD(EGS) CHAPTER 5 & CHAPTER 6.

MUST BE STORED IN ACCORDANCE WITH THE CODE OF REGULATION 1910 SUBPART H AND

26. ALL HAZARDOUS MATERIAL AND HAZARDOUS WASTE USED/ CREATED DURING THE PROJECT

GENERAL NOTES AND SCOPE OF WORK

AS DIRECTED BY THE CONTRACTING OFFICER.

EXISTING AREAS CAUSED BY THIS PROJECT AND TO MATCH CONDITION TO ADJACENT AREAS

5. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT OR REPAIR ALL DAMAGES TO

CONTRACTING OFFICER’S APPROVAL.

REPRESENTATIVE ATTENTION WITH RECOMMENDATIONS FOR PROPER CORRECTIONS FOR

IF ANY DISCREPANCY IS DETECTED, IT SHOULD BE BROUGHT TO THE CONTRACTING OFFICER’S

COMMENCING ANY CONSTRUCTION OR REPAIR.

EQUIPMENT, PIPING, DIMENSIONS AND ETC. UNDER THE SUPERVISION OF C.O.R PRIOR TO

1. THE CONTRACTOR SHALL BE RESPONSIBLE IN VERIFYING ALL EXISTING CONDITION,

BE VERIFIED AT THE JOB SITE.

2. LOCATION AND SIZES OF EXISTING EQUIPMENT, PIPING, ETC, ARE APPROXIMATE AND SHALL

PATCHED OR RESTORED TO MATCH THE ADJACENT SURFACE OR AREA.

4. ALL OPENINGS RESULTING FROM THE REMOVAL OF PIPING AND EQUIPMENT SHALL BE

HANGERS, SUPPORTS, ETC.

6. ALL PIPES TO BE REMOVED SHALL INCLUDE ALL ITS ACCESSORIES SUCH AS ANCHORS,

PRIOR TO COMMENCING CONSTRUCTION FOR APPROVAL.

ACCORDING TO ACTUAL FIELD CONDITIONS AND SUBMITTED TO THE CONTRACTING OFFICER

FIELD CONDITIONS. SUCH DETAILS SHALL BE PREPARED IN THE FIELD BY THE CONTRACTOR

3. SOME DETAILS SHOWN ON THIS CONTRACT DRAWINGS MAY NOT MATCH EXACTLY TO THE

MANNER SUBJECT TO THE DPW’S APPROVAL.

7. PUMP STATION SHALL BE TESTED FOR LEAKAGE AND ALL LEAKS SHALL BE REPAIRED IN A

A SHOP DRAWING SHALL NOT BE THE EXACT DUPLICATION OF THE CONTRACT DRAWING.

8. NO MECHANICAL WORK CAN BE STARTED WITHOUT AN APPROVED SHOP DRAWING.

CONTRACTOR.

THE WORK PERFORMED UNDER THIS CONTRACT SHALL BE REPAIRED OR REPLACED BY THIS

THE EXISTING EQUIPMENT, NEW EQUIPMENT, DUCT WORK, PIPING AND ETC. DAMAGES DUE TO

9. CONNECTIONS TO EXISTING SYSTEM SHALL BE DONE IN SUCH A MANNER AS NOT DAMAGE

FOR APPROVAL.

DESIGN & TECHNICAL REVIEW BRANCH VIA C.O.R. PRIOR TO COMMENCING CONSTRUCTION

10. THE CONTRACTOR SHALL SUBMIT MANUFACTURER’S INSTALLATION SHOP DRAWINGS TO THE

REVIEW BRANCH FOR APPROVAL BEFORE COMMENCING THE WORK.

11. THE CONTRACTOR SHALL SUBMIT ALL MATERIAL INFORMATION TO THE DESIGN & TECHNICAL

TO ENSURE PROPER OPERATION, AS ORIGINALLY INTENDED.

EQUIPMENT. THE CONTRACTOR SHALL TEST, ADJUST AND BALANCE EQUIPMENT AS REQUIRED

12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY START-UP AND TESTING OF THE NEW

SPECIFICATIONS FOR O & MA PROJECTS, KOREA (REVISION 1 - 20151030)".

13. ALL EQUIPMENT AND MATERIALS SHALL MEET THE REQUIREMENTS OF "STANDARD TECHNICAL

ADDITIONAL COST TO THE PROJECT CONTRACT.

THE DETAILS WILL BE UTILIZED TO ACCOMPLISH THE MECHANICAL SCOPE OF WORK AT NO

O & MA PROJECTS, KOREA (NOVEMBER 30, 2015)" FORM AS A PART OF THIS PROJECT.

14. THE MECHANICAL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL DRAWINGS FOR

SPECIFICATIONS.

CONTRACT DRAWINGS SHALL BE SUBMITTED FOR APPROVAL AS REQUIRED BY THE CONTRACT

OF THE ACTUAL PROPOSED CONTROL SYSTEM WHICH MAY DEVIATE FROM THAT SHOWN ON

SYSTEM TO SATISFY ALL FUNCTIONAL REQUIREMENTS SHOWN ON DRAWING. SHOP DRAWINGS

15. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE AND WORKABLE CONTROL

CEILING, ROOF, EQUIPMENT, PIPE, DUCT AND ELECTRICAL ITEMS.

PREVENTION SYSTEM WITH NO ADDITIONAL COST TO THE GOVERNMENT SUCH AS WALLS,

ITEMS TO MAKE WAY FOR THE INSTALLATION AND REPLACEMENT OF MECHANICAL AND FIRE

16. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE AND REINSTALL THE OBSTRUCTED

START OF CONSTRUCTION.

PLAN SHALL BE SUBMITTED TO AND APPROVED BY DPW AND THE USER, PRIOR TO THE

USER TO FULLY UTILIZE THE FACILITY DURING THE CONSTRUCTION PERIOD. THIS PHASING

SHALL PROVIDE A PHASING PLAN FOR CONSTRUCTION COMPLETION ALLOWING FOR THE

FACILITY BE FULLY OPERATIONAL DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR

17. DUE TO THE CRITICAL NATURE OF THE FACILITY FUNCTION, IF IT IS REQUIRED THAT THE

CURBS, AND UTILITIES.

THESE ITEMS INCLUDE, BUT ARE NOT LIMITED TO, PAVEMENTS, CONCRETE SIDEWALKS AND

CONSTRUCTION, TO ITS ORIGINAL OR BETTER CONDITION, UNLESS OTHERWISE NOTED.

18. THE CONTRACTOR SHALL RESTORE ALL ITEMS, DAMAGED OR REMOVED AS A RESULT OF

SATISFACTION OF THE CONTRACTING OFFICE.

OPERATIONS, RESTORE THESE ITEMS TO THEIR ORIGINAL OR BETTER CONDITION TO THE AND

REMAIN IN GOOD CONDITION. SHOULD THESE ITEMS BECOME DAMAGED DUE TO CONSTRUCTION

19. THE CONTRACTOR SHALL MAINTAIN ALL UTILITIES, STRUCTURES AND/OR ITEMS IDENTIFIED TO

REQUIRED FOR ADJACENT FACILITIES.

OFFICER IN ORDER TO BE ASSURED THAT SUCH EXISTING UTILITIES ARE NO LONGER IN USE OR

20. THE CONTRACTOR SHALL COORDINATE DEMOLITION OF EXISTING UTILITIES WITH THE CONTRACTING

21. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AT ALL TIMES.

TO VERIFY ITS LOCATION AND DEPTH PRIOR TO EXCAVATING TRENCHES FOR THE NEW UTILITY LINES.

UTILITIES ARE SHOWN, THE CONTRACTOR SHALL CAREFULLY EXPOSE THE UTILITY BY HAND EXCAVATION

22. WHENEVER CONNECTIONS TO EXISTING UTILITIES OR WHERE NEW UTILITIES CROSS EXISTING

FROM THE SITE EITHER BY VEHICULAR TRAFFIC OR RUNOFF.

24. PROPERTIES AND ROADS ADJACENT TO THE SITE SHALL BE KEPT CLEAN OF MUD AND SILT CARRIED

THE PROJECT LIMITS.

WORK AND DEPOSITED IN ALL EXISTING DRAINAGE LINES, SEWER LINES, ROADWAYS AND OTHER AREAS WITHIN

25. THE CONTRACTOR SHALL CLEAN AND REMOVE ALL SILT AND DEBRIS RESULTING FROM THE CONSTRUCTION

CONTRACTING OFFICER.

THE CONTRACTING OFFICER. NO INTERRUPTION SHALL BE MADE WITHOUT PRIOR APPROVAL FROM THE

FACILITIES TO A MINIMUM. COORDINATE ANY INTERRUPTION OF UTILITY SERVICE AND/OR OPERATIONS WITH

23. THE CONTRACTOR SHALL KEEP INTERRUPTION OF UTILITY SERVICE AND/OR OPERATIONS OF ADJACENT

WORK CLASS: "K" (REPAIR / MAINTENANCE WORK) - WORK PLAN

30 APR 24

HS-00092-3J

CAMP CARROLL

CHONG, CHANG NAK

NAM, TAE CHIN

SYSTEM IN SEWAGE PLANT

REPAIR/REPLACE WASTEWATER TREATMENT

US ORIGIN MATERIALS:

AS INDICATED ON THE DRAWINGS.

INTERNET SITE HTTP:// WWW.CCKBID.COM). ALL NON-GENERIC US ORIGIN MATERIALS SHALL BE

DATED FEBRUARY 2, 2004 (ELECTRONIC VERSION OF THIS DOCUMENT CAN BE FOUND AT

REGISTER OF IMA-KORO PAMPHLET 420-1 "INSPECTION OF CONSTRUCTION CONTRACTS",

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

GENERAL REQUIREMENTS

SYSTEM IS FULLY OPERATIONAL AND FUNCTIONAL.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT NEW SEWAGE TREATMENT

GUARDS, BEARINGS, SUPPORTS AND NECESSARY ACCESSORIES AND PARTS.

OXIDATION DITCHES INCLUDING ROTOR MOTORS, GEAR REDUCERS, POWER TRANSMISSIONS, BELT

1. REPLACE EXISTING VARIOUS DETERIORATED PARTS OF MAGNA ROTOR ASSEMBLIES IN EXISTING

ACCESSORIES AND PARTS.

SKIRTS, RACE SKIMMER, SCUM TROUGHS, SHAFTS, SCRAPERS, PIPES, SUPPORTS AND NECESSARY

INCLUDING DRIVE MOTORS, GEAR REDUCERS, WEIR PLATES, SURFACE SKIMMERS ASSEMBLIES,

2. REPLACE EXISTING DETERIORATED WASTEWATER CLARIFICATION SYSTEM WITH NEW ONE

PANEL COVER AS SHOWN.

3. PAINT EXISTING OXIDATION DITCH CONCRETE WALLS, CLARIFIER CONCRETE TANKS, ELECTRICAL

4. RENOVATE EXISTING BRIDGES AS SHOWN.

AND SPECIFICATIONS.

** ALL FAILED OR FAILING SYSTEM SHALL BE REPAIRED IN ACCORDANCE WITH DRAWINGS

2. SEE SPECIFIC NOTES #3 ON DRAWING REF. NO. M-4.

1. SEE GENERAL NOTES ON DRAWING REF. NO. M-1.

3. SEE SPECIFIC NOTES #1, #2, #3, #4 ON DRAWING REF. NO. M-5.

H

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

DESIGNED BY

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

EDCBA

AS SHOWN

DATE:

MECHANICAL

M-2

D - 24 - 24

G

CHONG, CHANG NAK

NAM, TAE CHIN

NO.

ITEM

Q’ TY D E S C R I P T I O N

EQUIPMENT SCHEDULE

E Q U I P M E N T S C H E D U L E

30 APR 24

HS-00092-3J

CAMP CARROLL

CHONG, CHANG NAK

NAM, TAE CHIN

3 25

SYSTEM IN SEWAGE PLANT

REPAIR/REPLACE WASTEWATER TREATMENT

MOTOR

1,750 RPM 460V / 3PH / 60HZ

ELEC. DATA

40 HP,

MINIMUM B10 LIFE RATING OF 100,000 HOURS.

- ONE OUTBOARD PILLOW BLOCK ROLLER BEARING, DODGE SIZE : 3-1/2" EXPANSION WITH

MINIMUM B10 LIFE RATING OF 100,000 HOURS.

- ONE INBOARD PILLOW BLOCK ROLLER BEARING, DODGE SIZE : 4-7/16" NON-EXPANSION WITH

BEARING :

V - BELT DRIVE WITH BELT GUARD, SUPPORTS AND ASSOCIATED PARTS AND ACCESSORIES

POWER TRANSMISSION :

REMARKS

MOTOR ELEC. DATA

0.75KW

REMARKS

CLARIFIER DRIVE ASSEMBLY

SCUM SKIMMER DRIVE ASSEMBLY

MOTOR ELEC. DATA

0.4KW

REMARKS

TURN TABLE

TYPE : TDUA-02TL, 0.1 RPM, SUPPORTS AND ASSOCIATED PARTS AND ACCESSORIES

GEAR REDUCER :

TYPE : DWBM-120, 0.4 RPM, SUPPORTS AND ASSOCIATED PARTS AND ACCESSORIES

GEAR REDUCER :

TYPE

TEFC

ASSOCIATED PARTS AND ACCESSORIES

MOTOR : HORIZONTAL, LINCOLN MOTOR FOR OUTDOOR OPERATION, SUPPORTS AND

TYPE

AND ACCESSORIES

MOTOR FOR OUTDOOR OPERATION, SUPPORTS AND ASSOCIATED PARTS

AND ACCESSORIES

MOTOR FOR OUTDOOR OPERATION, SUPPORTS AND ASSOCIATED PARTS

TEFC/B/F

TEFC/B/F

TYPE

OXIDATION DITCH DRIVE ASSEMBLY

460V / 3PH / 60HZ

460V / 3PH / 60HZ

AND ACCESSORIES

15.08 TO 1, WITH ADJUSTABLE MOTOR MOUNTING BASE, SUPPORTS AND ASSOCIATED PARTS

ONE DODGE TXT-815 SHAFT MOUNTED DOUBLE REDUCTION HELICAL GEAR REDUCER, RATIO

GEAR REDUCER :

Q’ TY

NO.

ITEM

D E S C R I P T I O N

S-703

PLANT

TREATMENT

SEWAGE

T

T

A

VE

N U E

SCALE : 1 / 500

DITCH #1

OXIDATION

DITCH #2

OXIDATION

CLARIFIER #1

SECONDARY

CLARIFIER #2

SECONDARY

CLARIFIER

TERTIARY

OVERALL SITE PLAN

SLUDGE HOLDING TANK

PUMP STATION

SLUDGE SCREW

P-1

M-3

SLUDGE DRYING BED

P-1

M-4

SEE

P-1

M-5

P-1

M-6

SEE

P-1

M-7

OFFICE

P-1

M-16

N

SPECIFIC NOTES

3. THE CONTRACTOR SHALL RETURN SALVAGEABLE MATERIALS TO DPW.

EXACT SIZE, LOCATION AND DIRECTION OF PIPING SHALL BE VERIFIED IN FIELD.

1. EXISTING EQUIPMENT PLANS MAY NOT EXACTLY MATCH THE FIELD THEREFORE,

SYSTEMS SHALL BE PATCHED AND FILLED OR RESTORED.

2. THE OPENINGS RESULTING FROM THE REMOVAL OF SEWAGE TREATMENT

(IN METERS)

GRAPHIC SCALE

SCALE: 1 : 500

20105

P-1

M-6

SEE

AND FUNCTIONAL.

AND CLARIFIER SYSTEMS OF SEWAGE TREATMENT PLANT ARE FULLY OPERATIONAL

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT OXIDATION DITCH

30 APR 24

HS-00092-3J

CAMP CARROLL

CHONG, CHANG NAK

NAM, TAE CHIN

OVERALL SITE PLAN

H

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

DESIGNED BY

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

EDCBA

AS SHOWN

DATE:

MECHANICAL

M-3

D - 24 - 24

G

4 25

CHONG, CHANG NAK

NAM, TAE CHIN

N

GRAPHIC SCALE

2000 4000mm

SCALE: 1 : 100 30 APR 24

HS-00092-3J

CAMP CARROLL

CHONG, CHANG NAK

NAM, TAE CHIN

(OXIDATION DITCH #1 & #2)

EXISTING / REMOVAL EQUIPMENT PLAN

H

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

DESIGNED BY

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

EDCBA

AS SHOWN

DATE:

MECHANICAL

M-4

D - 24 - 24

G

5 25

SYSTEM IN SEWAGE PLANT

REPAIR/REPLACE WASTEWATER TREATMENT

P-1

SCALE : 1 / 100M-4

N

EXISTING / REMOVAL EQUIPMENT PLAN (OXIDATION DITCH #1 & #2)

TO REMAIN

EXIST. 5’ W BRIDGE W/ HANDRAILS

TO REMAIN

EXIST. CONCRETE TURNING WALL

TO REMAIN

EXIST. CONCRETE WALL

O

OXIDATION DITCH #1

OXIDATION DITCH #2

FLOW

FLOW

FLOW

FLOW

TO REMAIN

EXIST. 42" X 18’ L ROTOR WITH COVERS (TYP. OF 4)

SPECIFIC NOTES

EXACT SIZE, LOCATION AND DIRECTION OF PIPING SHALL BE VERIFIED IN FIELD.

2. EXISTING PIPING PLANS MAY NOT EXACTLY MATCH THE FIELD THEREFORE,

5. THE CONTRACTOR SHALL RETURN SALVAGEABLE MATERIALS TO DPW.

SHALL BE VERIFIED IN FIELD.

THEREFORE, EXACT SIZE, LOCATION, SPECIFICATION AND CAPACITY OF EQUIPMENT

1. EXISTING EQUIPMENT PLANS MAY NOT EXACTLY MATCH THE FIELD AND

SYSTEMS SHALL BE PATCHED AND FILLED OR RESTORED.

4. THE OPENINGS RESULTING FROM THE REMOVAL OF SEWAGE TREATMENT

TREATMENT SYSTEM IS FULLY OPERATIONAL AND FUNCTIONAL.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT NEW SEWAGE

TO REMAIN

EXIST. ELECTRICAL PANEL

AND THE USER, PRIOR TO THE START OF CONSTRUCTION.

PERIOD. THIS PHASING PLAN SHALL BE SUBMITTED TO AND APPROVED BY DPW

FOR THE USER TO FULLY UTILIZE THE FACILITY DURING THE CONSTRUCTION

SHALL PROVIDE A PHASING PLAN FOR CONSTRUCTION COMPLETION ALLOWING

BE FULLY OPERATIONAL DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR

3. DUE TO THE CRITICAL NATURE OF THE FACILITY FUNCTION, THE FACILITY SHALL

SEE NOTE 3.

BELT GUARDS, BEARINGS, SUPPORTS AND ASSOCIATED PARTS (TYP. OF 4)

REMOVE EXIST. ROTOR MOTORS, GEAR REDUCERS, POWER TRANSMISSIONS,

N

GRAPHIC SCALE

2000 4000mm

SCALE: 1 : 100 30 APR 24

HS-00092-3J

CAMP CARROLL

CHONG, CHANG NAK

NAM, TAE CHIN

(OXIDATION DITCH #1 &#2)

NEW EQUIPMENT PLAN

H

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

DESIGNED BY

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

EDCBA

AS SHOWN

DATE:

MECHANICAL

M-5

D - 24 - 24

G

6 25

SYSTEM IN SEWAGE PLANT

REPAIR/REPLACE WASTEWATER TREATMENT

EXIST. 42" X 18’ L ROTOR WITH COVER (TYP. OF 4)O

FLOW

FLOW

FLOW

FLOW

P-1

SCALE : 1 / 100M-5

OXIDATION DITCH #1

OXIDATION DITCH #2

N

NEW EQUIPMENT PLAN (OXIDATION DITCH #1 &#2)

TO SECONDARY CLARIFIER

TO SECONDARY CLARIFIER

GRAPHIC SCALE

2000 4000mm

SCALE: 1 : 100

EXIST. 5’ W BRIDGE FLOOR FINISH AND HANDRAILS

OXIDATION DITCH DRIVE ASSEMBLY

1 OXIDATION DITCH DRIVE ASSEMBLY

1 OXIDATION DITCH DRIVE ASSEMBLY

1 OXIDATION DITCH DRIVE ASSEMBLY

(TYP. OF 4)

BEARING EXPANSION TYPE, LIFE RATIONG OF 100,000 HOURS

NEW BEARING ONE OUTBOARD PILLOW BLOCK ROLLER

PAINT EXIST. ELECTRICAL PANEL COVER

OUTSIDE SURFACE (#1, #2)

PAINT OXIDATION DITCHES CONCRETE WALL

OUTSIDE SURFACE (#1, #2)

PAINT OXIDATION DITCHES CONCRETE WALL

SPECIFIC NOTES

SYSTEMS (ISO 45001) CERTIFICATION.

(3) THE CONTRACTOR SHALL HAVE OCCUPATIONAL HEALTH AND SAFETY (OH&S) MANAGEMENT

EQUIPMENT MAINTENANCE.

1. THE CONTRACTOR SHALL MEET THE FOLLOWING CONDITIONS FOR CONSTRUCTION QUALITY AND

BUSINESS LICENSE".

LICENSE" AND "PUBLIC WATER SUPPLIES AND SEWAGE EQUIPMENT CONSTRUCTION

CONSTRUCTION BUSINESS LICENSE", "MECHANICAL EQUIPMENT CONSTRUCTION BUSINESS

(2) THE CONTRACTOR SHALL HAVE "SPECIALIZED WATER QUALITY ENVIRONMENTAL

WON FOR PROJECT WITHIN THE LAST THREE (3) YEARS RELATED CONSTRUCTION.

(1) THE CONTRACTOR SHALL HAVE ANNUAL SALES REVENUE OF MORE THAN TEN (10) BILLION

THIS CONCEPTUAL DRAWING.

4. THE CONTRACTOR SHALL PROVIDE THEIR OWN DRAWINGS AND DESIGN ANALYSIS WITHOUT USING

PIPING AND NECESSARY ACCESSORIES AND PARTS NOT SHOWN ON THIS DRAWING.

3. THE CONTRACTOR SHALL REDESIGN SEWAGE TREATMENT SYSTEM TO REFLECT ALL EQUIPMENT, AS WELL AS DESIGN THE SEWAGE TREATMENT SYSTEM

2. THE CONTRACTOR SHALL BE A SPECIALIZED COMPANY THAT HAS THE ABILITY TO CONSTRUCT

GRAPHIC SCALE

2000 4000mm

SCALE: 1 : 100

N

30 APR 24

HS-00092-3J

CAMP CARROLL

CHONG, CHANG NAK

NAM, TAE CHIN

(SECONDARY #1, #2AND TERTIARY CLARIFIER)

EXISTING / REMOVAL PLAN

H

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

DESIGNED BY

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

EDCBA

AS SHOWN

DATE:

MECHANICAL

M-6

D - 24 - 24

G

7 25

SYSTEM IN SEWAGE PLANT

REPAIR/REPLACE WASTEWATER TREATMENT

GRAPHIC SCALE

2000 4000mm

SCALE: 1 : 100

P-1

SCALE : 1 / 100M-6

SECONDARY CLARIFIER #2 TERTIARY CLARIFIERSECONDARY CLARIFIER #1

TO REMAIN

EXIST. BRIDGE W/ HANDRAILS

TO REMAIN

EXIST. BRIDGE W/ HANDRAILS

TO REMAIN

EXIST. BRIDGE W/ HANDRAILS

N

P-2

SCALE : 1 / 100M-6

EXISTING / REMOVAL PLAN (SECONDARY CLARIFIER #1, #2) EXISTING / REMOVAL PLAN (TERTIARY CLARIFIER)

SPECIFIC NOTES

EXACT SIZE, LOCATION AND DIRECTION OF PIPING SHALL BE VERIFIED IN FIELD.

2. EXISTING PIPING PLANS MAY NOT EXACTLY MATCH THE FIELD THEREFORE,

5. THE CONTRACTOR SHALL RETURN SALVAGEABLE MATERIALS TO DPW.

SHALL BE VERIFIED IN FIELD.

THEREFORE, EXACT SIZE, LOCATION, SPECIFICATION AND CAPACITY OF EQUIPMENT

1. EXISTING EQUIPMENT PLANS MAY NOT EXACTLY MATCH THE FIELD AND

SYSTEMS SHALL BE PATCHED AND FILLED OR RESTORED.

4. THE OPENINGS RESULTING FROM THE REMOVAL OF SEWAGE TREATMENT

TREATMENT SYSTEM IS FULLY OPERATIONAL AND FUNCTIONAL.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT NEW SEWAGE

AND THE USER, PRIOR TO THE START OF CONSTRUCTION.

PERIOD. THIS PHASING PLAN SHALL BE SUBMITTED TO AND APPROVED BY DPW

FOR THE USER TO FULLY UTILIZE THE FACILITY DURING THE CONSTRUCTION

SHALL PROVIDE A PHASING PLAN FOR CONSTRUCTION COMPLETION ALLOWING

BE FULLY OPERATIONAL DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR

3. DUE TO THE CRITICAL NATURE OF THE FACILITY FUNCTION, THE FACILITY SHALL

SEE NOTE 3.

SHAFTS, SCRAPERS, PIPES, SUPPORTS AND ASSOCIATED PARTS

MOTORS, WEIR PLATES, SKIRTS, RACE SKIMMER, TROUGHS, VALVES,

REMOVE EXIST. TERTIARY CLARIFIER SYSTEM INCLUDING DRIVE

SEE NOTE 3.

SCRAPERS, PIPES, VALVES, SUPPORTS AND ASSOCIATED PARTS

ASSEMBLIES, SKIRTS, RACE SKIMMER, SCUM TROUGHS, SHAFTS,

INCLUDING DRIVE MOTORS, WEIR PLATES, SURFACE SKIMMER

REMOVE EXIST. SECONDARY CLARIFIER #1 & #2 SYSTEMS

GRAPHIC SCALE

2000 4000mm

SCALE: 1 : 100

N

30 APR 24

HS-00092-3J

CAMP CARROLL

CHONG, CHANG NAK

NAM, TAE CHIN

(SECONDARY CLARIFIER #1 & #2)

NEW EQUIPMENT PLAN

H

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

DESIGNED BY

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

EDCBA

AS SHOWN

DATE:

MECHANICAL

M-7

D - 24 - 24

G

8 25

SYSTEM IN SEWAGE PLANT

REPAIR/REPLACE WASTEWATER TREATMENT

N-2 18"

N-3

6"

N-1

18"

N-2

18"

SCRAPER ARM

TURNBUCKLE

SHAFT

SKIRT PLATE

WEIR PLATE

ASME

RATING

6"

N-1

MARK

1 18"

NO.

REQ’D

SIZE

MAT’L SPECIFICATION

SLUDGE OUTLET

FACING

WATER INLET

DESCRIPTION REMARKS

150A, SCH80

SO RF

STS304

S-1

SCALE : 1 / 100M-7

P-1

SCALE : 1 / 100M-7

NEW EQUIPMENT PLAN (SECONDARY CLARIFIER #1 & #2)

GRAPHIC SCALE

2000 4000mm

SCALE: 1 : 100

SECTION

SECONDARY CLARIFIER #2 SECONDARY CLARIFIER #1

18" EFFLUENT TO TERTIARY CLARIFIER

O18" FROM OXIDATION DITCH

SPLITTER BOX W/ COVER

FOR SCUM TROUGH OPERATION(TYP.)

6"TELESCOPING VALVE(TYP.)

18" EFFLUENT TO TERTIARY CLARIFIER

TROUGH OPERATION(TYP.)

HANDWHEEL FOR SCUM

O 6" SLUDGE DRAWOFF LINE

18" ASME SO RF

ASME SO RF

N-2

N-3

DESCRIPTION REMARKSNO Q’TY

STS304

STS304

STS304

STS304

2LOT

2LOT

2LOT

2LOT

2LOT

3/4" x 12"

N

1 2

3 1

[ 200x100x10T

3T

2T

15240

300 300 300 14640

15240

14640

PART LIST

NOZZLE SCHEDULE

WATER OUTLET2

CLARIFIER DRIVE ASSEMBLY

2 CLARIFIER DRIVE ASSEMBLY

SCUM SKIMMER DRIVE ASSEMBLY

3 SCUM SKIMMER DRIVE ASSEMBLY

22 CLARIFIER DRIVE ASSEMBLY 3 SCUM SKIMMER DRIVE ASSEMBLY

CLARIFIER DRIVE ASSEMBLY

3 SCUM SKIMMER DRIVE ASSEMBLY

18" EFFLUENT TO TERTIARY CLARIFIER

CLARIFIER

18" EFFLUENT TO TERTIARY

SEE NOTE 7.

SEE NOTE 7. RENOVATE EXIST. BRIDGE W/ HANDRAILS

RENOVATE EXIST. BRIDGE W/ HANDRAILS

W/ HANDRAILS

RENOVATE EXIST. BRIDGE

RENOVATE EXIST. BRIDGE W/ HANDRAILS

SPECIFIC NOTES

CONCEPTUAL. THE CONTRACTOR SHALL VERIFY AND RECALCULATE THEM.

2. THE CAPACITIES AND SIZES OF EQUIPMENT AND PIPING SHOWN ON THIS DRAWING ARE

THIS CONCEPTUAL DRAWING.

3. THE CONTRACTOR SHALL PROVIDE THEIR OWN DRAWINGS AND DESIGN ANALYSIS WITHOUT USING

SHALL FOLLOW THE MANUFACTURER’S INSTALLATION GUIDE.

4. THIS DRAWING SHOWS SUGGESTED EQUIPMENT AND PIPING CONFIGURATION. THE CONTRACTORS

MANUFACTURER’S RECOMMENDATION AND SITE CONDITIONS. THE CONTRACTOR SHALL VERIFY THEM.

5. SIZES AND LAYOUTS OF INSTALLATION OF EQUIPMENT MAY CHANGE DEPENDING ON

IS FULLY OPERATIONAL AND FUNCTIONAL.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT NEW SEWAGE TREATMENT SYSTEM

APPROVED BY DPW AND THE USER, PRIOR TO THE START OF CONSTRUCTION.

FACILITY DURING THE CONSTRUCTION PERIOD. THIS PHASING PLAN SHALL BE SUBMITTED TO AND

PLAN FOR CONSTRUCTION COMPLETION ALLOWING FOR THE USER TO FULLY UTILIZE THE

OPERATIONAL DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL PROVIDE A PHASING

6. DUE TO THE CRITICAL NATURE OF THE FACILITY FUNCTION, THE FACILITY SHALL BE FULLY

OUTSIDE SURFACE

PAINT CLARIFIER CONCRETE TANK

OUTSIDE SURFACE

PAINT CLARIFIER CONCRETE TANK

PIPING AND NECESSARY ACCESSORIES AND PARTS NOT SHOWN ON THIS DRAWING.

1. THE CONTRACTOR SHALL REDESIGN THE SEWAGE TREATMENT SYSTEM TO REFLECT ALL EQUIPMENT, MAT’L SPECIFICATIONDESCRIPTION REMARKSNO Q’TY

4 STS304

STS304

STS304

STS304

2LOT

2LOT

2LOT

2LOTSHAFT

PAD PLATE

PLATE

PLATE

20T

150A, SCH80

20T

12T

P-1

M-8

NEW SHAFT DETAIL (SECONDARY CLARIFIER #1 & #2)

300 400 300

70 260 70 t t

2022020

150 150

50 220 30

80 Ø216.3 80

Ø .3

30 316.3 30 3

.3

300 300400

150 150 260 7070 150 150

25 210 25

5 1

R30

30 50

80 Ø216.3 80

12t

FLANGE 8"

TYP.

"A"

"B"

FOR M22 x 350L B/N/W

24 DRILL HOLES

FOR SHAFT 216.3

218 HOLESO

O

DETAIL - "A"

SCALE = NONE

DETAIL - "B"

SCALE = NONE

PART LIST

SCALE : NTS

30 APR 24

HS-00092-3J

CAMP CARROLL

CHONG, CHANG NAK

NAM, TAE CHIN

(SECONDARY CLARIFIER #1 & #2)

NEW SHAFT DETAIL

H

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

DESIGNED BY

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

EDCBA

AS SHOWN

DATE:

MECHANICAL

M-8

D - 24 - 24

G

9 25

2 STS304

STS304

2LOT

2LOTWEIR PLATE 3T

TROUGH 5T

P-1

M-9

NEW WEIR & WEIR TROUGH DETAIL (SECONDARY CLARIFIER #1 & #2)

6600300

10050

PART LIST

SCALE : NTS

30 APR 24

HS-00092-3J

CAMP CARROLL

CHONG, CHANG NAK

NAM, TAE CHIN

(SECONDARY CLARIFIER #1 & #2)

NEW WEIR & WEIR TROUGH DETAIL

10 25

H

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

DESIGNED BY

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

EDCBA

AS SHOWN

DATE:

MECHANICAL

M-9

D - 24 - 24

G

[150x75x9t

WEIR TROUGH

B/N/W M16 x 400L

SCUM TROUGH PLATE, 6t

2850L x 100H

L-75 x 6t

MAT’L SPECIFICATIONDESCRIPTION REMARKSNO Q’TY

4 STS304

STS304

STS304

STS304

2LOT

2LOT

2LOT

2LOT

5T

STS304

STS304

SKIMMER SUPPORT

2LOT

2LOTSCUM SKIMMER SUPPROT

SCUM SKIMMER

P-1

M-10

NEW SCUM SKIMMER & THOUGH DETAIL (SECONDARY CLARIFIER #1 & #2)

BRIDGE BEAM

PART LIST

SCALE : NTS

30 APR 24

HS-00092-3J

CAMP CARROLL

CHONG, CHANG NAK

NAM, TAE CHIN

11 25

H

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

DESIGNED BY

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

EDCBA

AS SHOWN

DATE:

MECHANICAL

M-10

D - 24 - 24

G

SYSTEM IN SEWAGE PLANT

REPAIR/REPLACE WASTEWATER TREATMENT

(SECONDARY CLARIFIER #1 & #2)

NEW SCUM SKIMMER & THOUGH DETAIL

SPLICE PLATE

SKIRT BRACKET L-75 x 6t

B/N/W M16

MAT’L SPECIFICATIONDESCRIPTION REMARKSNO Q’TY

4 STS304

STS304

STS304

STS304

2LOT

2LOT

2LOT

2LOTSKIRT PLATE

2T

2T

P-1

M-11

NEW WEIR DETAIL (SECONDARY CLARIFIER #1 & #2)

DETAIL - "A"

SKIRT SPLICE

SKIRT

SPL

ICE

"A"

SKIRT BRACKET

M16 B/N/W

PART LIST

SCALE : NTS

30 APR 24

HS-00092-3J

CAMP CARROLL

CHONG, CHANG NAK

NAM, TAE CHIN

(SECONDARY CLARIFIER #1 & #2)

NEW WEIR DETAIL

12 25

H

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

DESIGNED BY

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

EDCBA

AS SHOWN

DATE:

MECHANICAL

M-11

D - 24 - 24

G

4 STS304

STS304

STS304

STS304

STS3045

6 RUBBER

FLAT BAR

ANGLE

PLATE

FLAT BAR

PLATE

RUBBER PLATE

L-50x6tx700L

[-200x100x6tx8550LCHANNEL

7 STS304

50x6T

120x80x9T

220x80x9T

50x6Tx700L

700x200x12T

P-1

M-12

NEW SCRAPER ARM DETAIL (SECONDARY CLARIFIER #1 & #2)

50 120 50 t t

R

R

50 150 150 150 50

50 120 50

050 120 50

30 30 50

120 50

500x15=6000750

165020003300 t

"B"

"B"

"A"

"A"

ARM DETAIL

SCRAPER BLADE DETAIL

RUBBER 12t

F.B 50x6t

L - 50x50x6t M12x50L B/N/W

4 - 14 D/HOLESO

5 TYP.

DETAIL - "A" - "A" DETAIL - "B" - "B"

STS PLATE 9t STS PLATE 9t

TYP.4

PART LIST

SCALE : NTS

30 APR 24

HS-00092-3J

CAMP CARROLL

CHONG, CHANG NAK

NAM, TAE CHIN

(SECONDARY CLARIFIER #1 & #2)

NEW SCRAPER ARM DETAIL

13 25

H

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

DESIGNED BY

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

EDCBA

AS SHOWN

DATE:

MECHANICAL

M-12

D - 24 - 24

G

FLAT BAR

PLATE

CHANNEL

MAT’L SPECIFICATIONDESCRIPTION REMARKSNO Q’TY

4 STS304

STS304

STS304

STS304

PLATE

[-200x100x6Tx4550L

50x6T

120x80x9T

220x80x9T

P-1

M-13

50 120 t 5

R

R t

50 120 50 30 312

050120 t

3000 50

3300 250

DETAIL - "A" - "A"

"A"

"A"

ARM DETAIL

STS PLATE 9t

TYP.

27 HOLEO

NEW SCRAPER SIDE ARM DETAIL (SECONDARY CLARIFIER #1 & #2)

PART LIST

SCALE : NTS

30 APR 24

HS-00092-3J

CAMP CARROLL

CHONG, CHANG NAK

NAM, TAE CHIN

(SECONDARY CLARIFIER #1 & #2)

NEW SCRAPER SIDE ARM DETAIL

14 25

H

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

DESIGNED BY

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

EDCBA

AS SHOWN

DATE:

MECHANICAL

M-13

D - 24 - 24

G

WIRE ROPE

WIRE CLAMP

TURNBUCKLE M22

MAT’L SPECIFICATIONDESCRIPTION REMARKSNO Q’TY

3 STS304

STS304

STS304 -

O 10

O 10

P-1

M-14

ARM BRACE - A

(Q’TY -4SET)

ARM BRACE - B

(Q’TY -4SET)

WIRE CRAMP M22

M22M22

M22 M22

M22

M22M22

M22

O 10 WIRE ROPE

1 2 3

M22

M22

M22

WIRE CRAMP O 10 WIRE ROPE

1 2

WIRE CRAMP O 10 WIRE ROPE

1 2

WIRE CRAMP O 10 WIRE ROPE

1 2

NEW ARM BRACE DETAIL (SECONDARY CLARIFIER #1 & #2)

PART LIST

SCALE : NTS

(Q’TY -8SET)

SIDE ARM ROD

ARM & SIDE ARM BRACE

(Q’TY -4SET)

30 APR 24

HS-00092-3J

CAMP CARROLL

CHONG, CHANG NAK

NAM, TAE CHIN

(SECONDARY CLARIFIER #1 & #2)

NEW ARM BRACE DETAIL

15 25

H

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

DESIGNED BY

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

EDCBA

AS SHOWN

DATE:

MECHANICAL

M-14

D - 24 - 24

G

SYSTEM IN SEWAGE PLANT

REPAIR/REPLACE WASTEWATER TREATMENT

SPECIFIC NOTES

GUIDANCE OF WIRE ROPE MANUFACTURER

1. LOCATION AND QUANTITIES FOR WIRE CLAMP SHALL BE INSTALLED IAW ASME B30.9 AND

SEE SPECIFIC NOTES #1

1 2LOT

P-1

M-15

NEW SPROCKET DETAIL (SECONDARY CLARIFIER #1 & #2)

R

CASTER

PLATE 9t

PART LIST

SCALE : NTS

9TSTS275PLATE

GEARED MOTOR

30 APR 24

HS-00092-3J

CAMP CARROLL

CHONG, CHANG NAK

NAM, TAE CHIN

(SECONDARY CLARIFIER #1 & #2)

NEW SPROCKET DETAIL

16 25

H

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

DESIGNED BY

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

EDCBA

AS SHOWN

DATE:

MECHANICAL

M-15

D - 24 - 24

G

GRAPHIC SCALE

2000 4000mm

SCALE: 1 : 100

N

30 APR 24

HS-00092-3J

CAMP CARROLL

CHONG, CHANG NAK

NAM, TAE CHIN

NEW EQUIPMENT PLAN (TERTIARY CLARIFIER)

17 25

H

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

DESIGNED BY

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

EDCBA

AS SHOWN

DATE:

MECHANICAL

M-16

D - 24 - 24

G

SYSTEM IN SEWAGE PLANT

REPAIR/REPLACE WASTEWATER TREATMENT

N-3

6"

N-1

18"

N-2

18"

45°

P-1

SCALE : 1 / 100M-16

S-1

SCALE : 1 / 100M-16

SECTION

SCRAPER ARM

TURNBUCKLE

SHAFT

SKIRT PLATE

WEIR PLATE

ASME

RATING

6"

N-1

MARK

1 18"

NO.

REQ’D

SIZE

MAT’L SPECIFICATION

SLUDGE OUTLET

FACING

WATER INLET

DESCRIPTION REMARKS

150A, SCH80

[ 200x100x10t

SO RF

STS304

1 18" ASME SO RF

1 ASME SO RF

N-2

N-3

DESCRIPTION REMARKSNO Q’TY

STS304

STS304

STS304

STS304

1LOT

1LOT

1LOT

1LOT

1LOT

3/4" x 12"

GRAPHIC SCALE

2000 4000mm

SCALE: 1 : 100

N

15240

14640 300

3T

2T

NEW EQUIPMENT PLAN (TERTIARY CLARIFIER)

PART LIST

NOZZLE SCHEDULE

WATER OUTLET

18" DIP OUTLET TO EFFLUENT PARSHALL FLUME

18" INFLUENT

8" RETURN SLUDGE LINE

8" RETURN SLUDGE LINE

18" INFLUENT

RENOVATE EXIST. BRIDGE W/ HANDRAILS

RENOVATE EXIST. BRIDGE W/ HANDRAILS

SEE NOTE 7.

SPECIFIC NOTES

CONCEPTUAL. THE CONTRACTOR SHALL VERIFY AND RECALCULATE THEM.

2. THE CAPACITIES AND SIZES OF EQUIPMENT AND PIPING SHOWN ON THIS DRAWING ARE

THIS CONCEPTUAL DRAWING.

3. THE CONTRACTOR SHALL PROVIDE THEIR OWN DRAWINGS AND DESIGN ANALYSIS WITHOUT USING

SHALL FOLLOW THE MANUFACTURER’S INSTALLATION GUIDE.

4. THIS DRAWING SHOWS SUGGESTED EQUIPMENT AND PIPING CONFIGURATION. THE CONTRACTORS

MANUFACTURER’S RECOMMENDATION AND SITE CONDITIONS. THE CONTRACTOR SHALL VERIFY THEM.

5. SIZES AND LAYOUTS OF INSTALLATION OF EQUIPMENT MAY CHANGE DEPENDING ON

IS FULLY OPERATIONAL AND FUNCTIONAL.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT NEW SEWAGE TREATMENT SYSTEM

APPROVED BY DPW AND THE USER, PRIOR TO THE START OF CONSTRUCTION.

FACILITY DURING THE CONSTRUCTION PERIOD. THIS PHASING PLAN SHALL BE SUBMITTED TO AND

PLAN FOR CONSTRUCTION COMPLETION ALLOWING FOR THE USER TO FULLY UTILIZE THE

OPERATIONAL DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL PROVIDE A PHASING

6. DUE TO THE CRITICAL NATURE OF THE FACILITY FUNCTION, THE FACILITY SHALL BE FULLY

CLARIFIER DRIVE ASSEMBLY

CLARIFIER DRIVE ASSEMBLY

OUTSIDE SURFACE

PAINT CLARIFIER CONCRETE TANK

PIPING AND NECESSARY ACCESSORIES AND PARTS NOT SHOWN ON THIS DRAWING.

1. THE CONTRACTOR SHALL REDESIGN THE SEWAGE TREATMENT SYSTEM TO REFLECT ALL EQUIPMENT, 4 STS304

STS304

STS304

STS304

2LOT

2LOT

2LOT

2LOTSHAFT

PAD PLATE

PLATE

PLATE

20T

150A, SCH80

20T

12T

P-1

M-17

300 400 300

70 260 70 t t

2022020

150 150

50 220 30

80 Ø216.3 80

Ø .3

30 316.3 30 3

.3

300 300400

150 150 260 7070 150 150

25 210 25

5 1

R30

30 50

80 Ø216.3 80

12t

FLANGE 8"

TYP.

"A"

"B"

FOR M22 x 350L B/N/W

24 DRILL HOLES

FOR SHAFT 216.3

218 HOLESO

O

DETAIL - "A"

SCALE = NONE

DETAIL - "B"

SCALE = NONE

NEW SHAFT DETAIL (TERTIARY CLARIFIER)

PART LIST

SCALE : NTS

30 APR 24

HS-00092-3J

CAMP CARROLL

CHONG, CHANG NAK

NAM, TAE CHIN

NEW SHAFT DETAIL (TERTIARY CLARIFIER)

18 25

H

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

DESIGNED BY

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

EDCBA

AS SHOWN

DATE:

MECHANICAL

M-17

D - 24 - 24

G

2 STS304

STS304

2LOT

2LOTWEIR PLATE 3T

TROUGH 5T

P-1

M-18

6600300

10050

NEW WEIR & WEIR TROUGH DETAIL (TERTIARY CLARIFIER)

PART LIST

SCALE : NTS

30 APR 24

HS-00092-3J

CAMP CARROLL

CHONG, CHANG NAK

NAM, TAE CHIN

(TERTIARY CLARIFIER)

NEW WEIR & WEIR TROUGH DETAIL

19 25

H

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

DESIGNED BY

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

EDCBA

AS SHOWN

DATE:

MECHANICAL

M-18

D - 24 - 24

G

SPLICE PLATE

SKIRT BRACKET L-75 x 6t

B/N/W M16

MAT’L SPECIFICATIONDESCRIPTION REMARKSNO Q’TY

4 STS304

STS304

STS304

STS304

2LOT

2LOT

2LOT

2LOTSKIRT PLATE

2T

2T

P-1

M-19

DETAIL - "A"

SKIRT SPLICE

SKIRT

SPL

ICE

"A"

SKIRT BRACKET

M16 B/N/W

NEW WEIR DETAIL (TERTIARY CLARIFIER)

PART LIST

SCALE : NTS

30 APR 24

HS-00092-3J

CAMP CARROLL

CHONG, CHANG NAK

NAM, TAE CHIN

NEW WEIR DETAIL (TERTIARY CLARIFIER)

20 25

H

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

DESIGNED BY

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

EDCBA

AS SHOWN

DATE:

MECHANICAL

M-19

D - 24 - 24

G

4 STS304

STS304

STS304

STS304

STS3045

6 RUBBER

FLAT BAR

ANGLE

PLATE

FLAT BAR

PLATE

RUBBER PLATE

L-50x6tx700L

[-200x100x6tx8550LCHANNEL

7 STS304

50x6T

120x80x9T

220x80x9T

50x6Tx700L

700x200x12T

P-1

M-20

50 120 50 t t

R

R

50 150 150 150 50

50 120 50

050 120 50

30 30 50

120 50

500x15=6000750

165020003300 t

"B"

"B"

"A"

"A"

ARM DETAIL

SCRAPER BLADE DETAIL

RUBBER 12t

F.B 50x6t

L - 50x50x6t M12x50L B/N/W

4 - 14 D/HOLESO

5 TYP.

DETAIL - "A" - "A" DETAIL - "B" - "B"

STS PLATE 9t STS PLATE 9t

TYP.4

NEW SCRAPER ARM DETAIL (TERTIARY CLARIFIER)

PART LIST

SCALE : NTS

30 APR 24

HS-00092-3J

CAMP CARROLL

CHONG, CHANG NAK

NAM, TAE CHIN

(TERTIARY CLARIFIER)

NEW SCRAPER ARM DETAIL

21 25

H

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

DESIGNED BY

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

EDCBA

AS SHOWN

DATE:

MECHANICAL

M-20

D - 24 - 24

G

FLAT BAR

PLATE

CHANNEL

MAT’L SPECIFICATIONDESCRIPTION REMARKSNO Q’TY

4 STS304

STS304

STS304

STS304

PLATE

[-200x100x6Tx4550L

50x6T

120x80x9T

220x80x9T

P-1

M-21

50 120 t 5

R

R t

50 120 50 30 312

050120 t

3000 50

3300 250

DETAIL - "A" - "A"

"A"

"A"

ARM DETAIL

STS PLATE 9t

TYP.

27 HOLEO

NEW SCRAPER SIDE ARM DETAIL (TERTIARY CLARIFIER)

PART LIST

SCALE : NTS

30 APR 24

HS-00092-3J

CAMP CARROLL

CHONG, CHANG NAK

NAM, TAE CHIN

(TERTIARY CLARIFIER)

NEW SCRAPER SIDE ARM DETAIL

22 25

H

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

DESIGNED BY

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

EDCBA

AS SHOWN

DATE:

MECHANICAL

M-21

D - 24 - 24

G

WIRE ROPE

WIRE CLAMP

TURNBUCKLE M22

MAT’L SPECIFICATIONDESCRIPTION REMARKSNO Q’TY

3 STS304

STS304

STS304 -

O 10

O 10

P-1

M-22

ARM BRACE - A

ARM BRACE - B

NEW ARM BRACE DETAIL (TERTIARY CLARIFIER)

PART LIST

SCALE : NTS

(Q’TY -2SET)

(Q’TY -2SET)

(Q’TY -4SET)

ARM & SIDE ARM BRACE

SIDE ARM ROD

(Q’TY -2SET)

CHONG, CHANG NAK

NAM, TAE CHIN CAMP CARROLL

30 APR 24

HS-00092-3J

(TERTIARY CLARIFIER)

NEW ARM BRACE DETAIL

23 25

H

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

DESIGNED BY

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

EDCBA

AS SHOWN

DATE:

MECHANICAL

M-22

D - 24 - 24

G

SYSTEM IN SEWAGE PLANT

REPAIR/REPLACE WASTEWATER TREATMENT

M22 M22

M22

M22M22

M22

M22

M22

M22

WIRE CRAMP O 10 WIRE ROPE

1 2

WIRE CRAMP O 10 WIRE ROPE

1 2

WIRE CRAMP O 10 WIRE ROPE

1 2

WIRE CRAMP M22

M22M22

O 10 WIRE ROPE

1 2 3

SPECIFIC NOTES

GUIDANCE OF WIRE ROPE MANUFACTURER

1. LOCATION AND QUANTITIES FOR WIRE CLAMP SHALL BE INSTALLED IAW ASME B30.9 AND

SEE SPECIFIC NOTES #1

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

ELECTRICAL

AS SHOWN

HGFEDCBA

DESIGNED BY

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

UNITED STATES ARMY GARRISION DAEGU

DIRECTORATE OF PUBLIC WORK

UNIT #15746, APO AP 96218-5746

DATE:

N O T E S

3.

2.

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

1.

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.

L E G E N D

NEWEXSTREMOVE

PANELBOARD OR LOAD CENTER

+ WIRING CONCEALED IN UNDERGROUND

HOMERUN CIRCUIT TO PANELBOARD OR ENCLOSURE

WIRING CONCEALED IN CEILINGS AND WALL

WIRING EXPOSED ON CEILINGS AND WALL

///// C C CONTROL CIRCUITC

SCOPE OF WORK

SHEET OF

5.

6.

7.

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

HS-00092-3J

CAMP CARROLL

30 APR 24

1.

D - 24 - 24

8.

9.

10.

MOTOR STARTING AUTO TRANSFORMER AND ALL NECESSARY ACCESSORIES IN EXISTING MOTOR CONTROL CENTER.

REPLACE DETERIORATED EXISTING MOTOR PROTECTION CIRCUIT BREAKERS, MAGNETIC CONTACTORS, WORK CLASS: "K" (REPAIR / MAINTENANCE)

WORK-PLAN

<ALL FAILED OR FAILING SYSTEM SHALL BE REPAIRED IN ACCORDANCE WITH DRAWING AND SPECIFICATIONS.>

24 25

E-1

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

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

LEGEND, NOTES AND SCOPE OF WORK

US ORIGIN MATERIAL:

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

INDICATED ON THE DRAWINGS.

INTERNET SITE (http//www.cckbid.com). ALL NON-GENERIC US ORIGIN MATERIALS SHALL BE AS

DATED FEBRUARY 2, 2004 (ELECTRONIC VERSION OF THIS DOCUMENT CAN BE FOUND AT

REGISTER OF IMA-KORO PAMPHLET 420-1 "INSPECTION OF CONSTRUCTION CONTRACTS

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

SIN, YS

AN, CY

GRAPHIC SCALE

SCALE: 1 : 500

TRAINING

CONFINED SPACE

BURN BUILDING AND

S-705

S-703

PLANT

TREATMENT

SEWAGE

S-701

T

T

A

VE

N U E

S-957

S-702

SCALE : 1 / 500- E2

P-1

N

10000 20000

"MCC"

- NOT TO SCALE

D-1

D-1

30 APR 24

HS-00092-3J

MOTOR STARTING AUTO TRANSFORMER

1 11 1

2 2

DEVICE SCHEDULE

LS ELECTRIC, "MC-65a" OR EQUIVALENT

LS ELECTRIC, "MC-18b" OR EQUIVALENT

SPECIFICATION NOTE

ELECTRICAL SITE PLAN (WORK-PLAN)

"MCC" POWER SINGLE LINE DIAGRAM (WORK-PLAN)

L E G E N D

MOTOR PROTECTION CIRCUIT BREAKER

MAGNETIC MOTOR CONTACTOR

LS ELECTRIC, "MC-9b" OR EQUIVALENT

E-2

E-2

V A

VS AS

CT

300/5

G

R R R

G

V A

VS AS

CT

300/5

G

G

"MLP"

PNL

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

ELECTRICAL

AS SHOWN

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

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

UNITED STATES ARMY GARRISION DAEGU

DIRECTORATE OF PUBLIC WORK

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF

E-2

PROJECT NO.

CAMP CARROLL

25 25

D - 24 - 24

SEE SINGLE LINE DIAGRAM

ACCESSORIES FOR CONTROL PANEL

CIRCUIT BREAKERS AND NECESSARY

REPLACE MOTOR STARTERS,

NO.

ITEM

Q’TY SPECIFICATION REMARKS

3P-480V-60Hz-50HP,TAPS: 65 - 80%

MOTOR STARTING AUTO TR.

MAGNETIC CONTACTOR

NEMA SIZE 3 (TYP. OF 3EA)

3P-100AF-60AT

MOTOR PROTECTION CIRCUIT BREAKER

3P-100AF-15AT

MOTOR PROTECTION CIRCUIT BREAKER

NEMA SIZE 1

MAGNETIC CONTACTOR

3P-100AF-3AT

MOTOR PROTECTION CIRCUIT BREAKER

NEMA SIZE 00

MAGNETIC CONTACTOR

MOLDED CASE CIRCUIT BREAKER

3P-100AF-20AT

LS ELECTRIC,

"UTE100N-FTU-20A-3P-UL" OR EQUIVALENT

NEMA MEDIUM DUTY TYPE (NEMA SIZE 3)

THE CONTRACTOR SHALL VERIFY AND RECALCULATE THEM.

2. THE CAPACITIES AND SIZES OF EQUIPMENT SHOWN ON THIS DRAWING ARE CONCEPTUAL.

5. PARTS AND WIRING MAY CHANGE DEPENDING ON MANUFACTURER’S RECOMMENDATION AND SITE CONDITIONS.

AN, CY

ACCESSORIES AND PARTS NOT SHOWN ON THE DRAWING.

1. THE CONTRACTOR SHALL REDESIGN THE CONTROL PANEL TO REFLECT ALL EQUIPMENT, WIRING AND NECESSARY

CONCEPTUAL DRAWING.

3. THE CONTRACTOR SHALL PROVIDE THEIR OWN DRAWINGS AND DESIGN ANALYSIS WITHOUT USING THIS

THE MANUFACTURER’S INSTALLATION GUIDE.

4. THE DRAWING SHOWS SUGGESTED EQUIPMENT AND PART CONFIGURATION THE CONTRACTORS SHALL FOLLOW

AND FUNCTIONAL.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT NEW CONTROL SYSTEM IS FULLY OPERATIONAL

LINE DIAGRAM AND PANEL SCHEDULE

ELECTIRCAL SITE PLAN, "MCC" POWER SINGLE

SIN, YS

EXTERIOR HANDLE AND THE OTHER PARTS IF REQUIRED.

6. THE REPLACEMENT PARTS ARE CIRCUIT BREAKER, MAGNETIC CONTACTOR, THERMAL RELAY, INDICATOR LAMP, 3P-100A-5AT

MOTOR PROTECTION CIRCUIT BREAKER

NEMA SIZE 00

MAGNETIC CONTACTOR

LS ELECTRIC, "MC-9b" OR EQUIVALENT

LS ELECTRIC, "MMS-63H-63A" OR EQUIVALENT

LS ELECTRIC, "MMS-32H-17A" OR EQUIVALENT

LS ELECTRIC, "MMS-32H-6A" OR EQUIVALENT

LS ELECTRIC, "MMS-32H-4A" OR EQUIVALENT