A27_Drawing_files_138983_CIVIL___Casey.pdf

PDF 9 MB Posted Jul 27, 2017

Attached to: Repair Sewage Plants
Solicitation number: W91QVN17R0130
Issued by: Department of the Army Materiel Command Expeditionary Contracting Command Regional Contracting Office Yongsan 411th CSB

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File	Type	Posted
A27_Drawing_files___138983___CIVIL___RLFC.pdf	PDF	Jul 27, 2017
A27_Drawing_files___138983___ELEC___Casey.pdf	PDF	Jul 27, 2017
A22_Submittal_Register___138983.xls	XLS spreadsheet	Jul 27, 2017
A27_Drawing_files___138983___MECH___Casey.pdf	PDF	Jul 27, 2017
A21_W91QVN-17-R-0130.pdf	PDF	Jul 27, 2017
A27_Drawing_files___138983___Title___RLFC.pdf	PDF	Jul 27, 2017
A27_Drawing_files___138983___STRU___RLFC.pdf	PDF	Jul 27, 2017
A27_Drawing_files___138983___ELEC___RLFC.pdf	PDF	Jul 27, 2017
A27_Drawing_files___138983___MECH___RLFC.pdf	PDF	Jul 27, 2017
A27_Drawing_files___138983___ARCH___Casey.pdf	PDF	Jul 27, 2017
A27_Drawing_files___138983___ARCH___RLFC.pdf	PDF	Jul 27, 2017
A27_Drawing_files___138983___Title___Casey.pdf	PDF	Jul 27, 2017
A27_Drawing_files___138983___STRU___Casey.pdf	PDF	Jul 27, 2017

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S O

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2 3

4 5

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NUMBER

IDENTIFICATION

SHEET

D A

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A S

E Y

A LIST OF SALVAGEABLE MATERIALS IN COORDINATION WITH CONTRACTING OFFICER.

11. PRIOR TO DEMOLITION WORK THE CONTRACTOR SHALL PROVIDE

REGULATION 201-1.

ENVIRONMENTAL GOVERNING STANDARDS FOR KOREA, USFK

APPLICABLE KOREAN ENVIRONMENTAL LAWS AND THE

10. ALL DISPOSAL WORK, SHALL BE IN ACCORDANCE WITH

THE SATISFACTION OF THE CONTRACTING OFFICER.

CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT AND TO

SHALL RESTORE THESE ITEMS TO THEIR ORIGINAL OR BETTER

NEGLIGENCE OR CONSTRUCTION OPERATIONS, THE CONTRACTOR

SHOULD THESE ITEMS BECOME DAMAGED DUE TO CONTRACTOR’S

RECEIVE THE PROPOSED UTILITIES, STRUCTURES AND/OR IMPROVEMENTS.

AS TO REMAIN SHALL BE MAINTAINED IN GOOD CONDITION TO

9. ALL UTILITIES, STRUCTURES AND/OR IMPROVEMENTS IDENTIFIED

PROJECT LIMITS SHALL BE REMOVED, UNLESS OTHERWISE INDICATED.

8. EXISTING DRAIN LINES AND DRAINAGE STRUCTURES WITHIN THE

900mm (3 FEET) OF THE FINAL GRADE.

TOP OF MANHOLES AND PITS SHALL BE DEMOLISHED WITHIN

ALLOW SEEPAGE OF WATER THROUGH THE ABANDONED MANHOLE.

THE BOTTOM OF MANHOLES AND PITS SHALL BE CRACKED TO

BE ABANDONED AND SHALL BE FILLED WITH STRUCTURAL BACKFILL.

REMOVED, UNLESS OTHERWISE INDICATED. MANHOLES AND PITS MAY

7. WATER AND SEWER LINES WITHIN THE PROJECT LIMITS SHALL BE

UNLESS OTHERWISE INDICATED.

THE PROJECT LIMITS SHALL BE DEMOLISHED AND REMOVED,

6. SIDEWALKS, CONCRETE PADS, CURBING AND OTHER ITEMS WITHIN

INDICATED.

LIMITS SHALL BE DEMOLISHED AND REMOVED, UNLESS OTHERWISE

5. EXISTING ASPHALTIC CONCRETE PAVEMENT WITHIN THE PROJECT

DEMOLISHED AND REMOVED, UNLESS OTHERWISE INDICATED.

4. ALL STRUCTURES WITHIN THE PROJECT BOUNDARY SHALL BE

ON CAMP CASEY DETERMINED BY THE CONTRACTING OFFICER.

SHALL BE CAREFULLY REMOVED AND TRANSPLANTED AT LOCATIONS

TREES, SHRUBBERY AND ORNAMENTAL PLANTINGS TO BE RETAINED

SHALL BE CLEARED, GRUBBED AND REMOVED FROM THE SITE.

SPECIFICALLY SCHEDULED TO BE RETAINED AND/OR TRANSPLANTED

3. ALL TREES, SHRUBBERY, AND ORNAMENTAL PLANTING NOT

ROADWAY, EXISTING CHAIN-LINK FENCE, ETC.

FOR THE PROJECT LIMITS, I.E. EDGE OF PAVEMENT, EDGE OF

FEATURES AND ROADWAYS SHALL BE USED AS A DEMARCATION

2. PROJECT LIMITS SHOWN ARE APPROXIMATE. EXISTING GROUND

LIMITS INDICATED, UNLESS OTHERWISE NOTED.

1. ALL DEMOLITION WORK SHALL BE CONFINED WITHIN THE PROJECT

DEMOLITION NOTES

THE CONTRACTING OFFICER SHALL BE PAYABLE BY THE CONTRACTOR.

THE COSTS INCURRED FOR ANY NECESSARY REMEDIAL ACTION BY

AND DEPOSITED IN DRAINAGE FACILITIES, ROADWAYS AND OTHER AREAS.

5. THE CONTRACTOR SHALL REMOVE ALL SILT AND DEBRIS RESULTING FROM HIS WORK

ELEVATION.

4. TOPS OF MANHOLES TO BE RETAINED SHALL BE ADJUSTED TO MATCH FINISH GRADE

OR UNPAVED AREAS TO PROVIDE A SMOOTH RIDING CONNECTION.

ADJUSTMENTS MAY BE REQUIRED AT CONNECTION OF NEW WORK TO EXISTING PAVED

PAVEMENT ELEVATIONS, UNLESS OTHERWISE INDICATED.

3. FINISH GRADES ALONG PAVED AREAS AS SHOWN ON THE DRAWINGS ARE TOP OF

THICK PRIOR TO SODDING.

ALL NEWLY GRADED AREAS SHALL BE TOP SOILED 100mm (4 INCHES)

HAS BEEN INTERRUPTED OR DELAYED, SHALL BE SODDED.

GRADING TO FINAL GRADE SHALL BE CONTINUOUS, AND ANY AREA WITHIN WHICH WORK

SODDING SHALL NOT BE DELAYED UNTIL ALL GRADING WORK HAS BEEN COMPLETED.

NO GAPS, AS SOON AS FINAL GRADES HAVE BEEN ESTABLISHED.

2. ALL EXPOSED AREA SHALL BE SOLID SODDED. SODDING SHALL BE PLACED WITH

150mm (6 INCHES) BELOW FINISH FLOOR ELEVATION, UNLESS OTHERWISE SHOWN.

1. THE FINISH GROUND ELEVATION AT THE BUILDING LINE SHALL BE A MINIMUM OF

GRADING NOTES

SCOPE OF WORK:

REPAIR AND MAINTENANCE WORK:

C I V I L A B B R E V I A T I O N S

C I V I L L E G E N D

PORTLAND CEMENT CONCRETE

CRM

BOT,B

CMS

CLR

CONSTR

CTRJ

C TO C

CTG

CRV

CORR

COR

CONT

CONN

CONC

COL

CMU

CMP

CLKG

CLJ

CL OR C

CI-CIP

CHAN

CAP

BRK

ACM

BLK

BLDG(S)

BKS

BCE

BARR

AVG

AUTO

AT/FP

ASPH

ASAP

ARCH

APPROX(.)

ALT

AKR

A/G

ADJ

ADH

ADD

ACS

ACP

ACFT

MATERIALMAT(’)L

PROPERTY (MATERIAL)

HEXAGON

HARDWARE

HOSE BIBB

HIGH, HEAD, HORIZONTAL

GALVANIZED

GREASE TRAP

GATE VALVE

GALVANIZED STEEL PIPE

GRADE LINE

GOVERNMENT FURNISHED

GENERATOR

FLOOR DRAIN

FOUNDATION

FIRE HYDRANT

FLOOR LEVEL

FUEL OIL RETURN

FUEL OIL SUPPLY

FIRE WATER

EACH WAY

ENTERING, ENTRANCE

ESTIMATE

ETCETERA

EXPANSION JOINT

EXISTING

EXTERIOR

CONCRETE RUBBLE MASONRY

COATING, CUTTING

CLEARANCE

CONSTRUCTION

COLD WATER

CHECK VALVE

CONTRACTION JOINT

CENTER TO CENTER

CONCRETE PIPE

CORRUGATED

CONTINUOUS

CONNECTION

CONCRETE

CORNER

COLUMN

CURVE

GALV

HDW

HGT

HEX

HEIGHT

GS-GSP

GND

GEN

GFP(M)

GROUND

GRADE

CUBIC METER PER SECOND

CEMENT MASONRY UNIT

CORRUGATED METAL PIPE

CONTROL JOINT

CENTER LINE

CONSTRUCTION JOINT

CAST IRON PIPE

CAULKING

CHANNEL

BOTTOM

BOTH SIDES

CAPACITY

CONDUIT

BLOW-OFF

BUILDING(S)

BRICK

BLOCK

FIN OR FNSH

FOR

FOS

FHY

FDN

FINISH

EXIST

EXT

ENT

EST

ETC

EXP JT

NOMENCLATURENOMEN

O TO O

PCC

PAV

OUTL

ORIG

O/H

OPNG

OPTL

O(.)C(.)

OUT TO OUT

POINT OF CURVATURE

POLE

PAVEMENT

OUTLET

OUTSIDE DIAMETER

ON CENTER

ORIGINAL

OVERHEAD

OPENING

OPTIONAL

OVERALL

NO(.) OR #

NGL

MTG

NIC

NFSM

mm, MM

MISC

MIN(.)

MLD

MET

MAX(.)

MDL

MECH

MOUNTING

NUMBER

MECHANICAL JOINT

NON FROST SUSCEPTIBLE

NOT IN CONTRACT

MATERIAL

NATURAL GAS LINE

NORTH

MILLIMETERS

MISCELLANEOUS

MILLION LITERS PER DAY

MECHANICAL

MINIMUM

METAL

MAXIMUM

MIDDLE

PUBLIC WORKS

DRAINAGE MANHOLE

U/G ELECTRICAL CABLE LINE

ELEVATION

ELECTRICAL

ELECTRICAL MANHOLE

ENCLOSURE

ENGINEERING

DETAIL(S)

DRINKING FOUNTAIN

DIAMETER

DIMENSION

DUCTILE IRON PIPE

DISTRIBUTION

DROP MANHOLE

DRAIN OR DOOR

DWELLING

DRAWING(S)

DIRECTORATE OF

DRAIN LINE

ADHESIVE

DMH

AVERAGE

AS SOON AS POSSIBLE

ASPHALT

BARRACKS

BOILER HOUSE

BASE CIVIL ENGINEER

ANTITERRORISM/FORCE PROTECTION

BARRIER

AUTOMATIC

ARCHITECTURAL

APPROXIMATE

ALUMINUM

ABOVEGROUND

ALTITUDE

ANCHOR

ADJACENT

ELEC

EMH

ENCL

ENGRG

ECL

EAST

EACH

DSGN

DWEL

DWG(S)

DPW

DESIGN

DOWN

DROP

ASBESTOS CONTAINING

ASBESTOS CEMENT PIPE

MATERIAL

AREA DRAIN

ASPHALTIC CONCRETE

ANCHOR BOLT

ADDITION

ACCESS

AIRCRAFT

DIAG

DIM

DI-DIP

DISTR

DET(S)

DIA

DIAGRAM

DEPTH

IJ ISOLATION JOINT

KSC

LONG

LYT

INVT

KPH

INTR

INSUL

INSTL

INL

KILOGRAMS PER SQUARE

CENTIMETER

LONGITUDINAL

LITERS

METERS

LAYOUT

LENGTH

LONG, LENGTH

KILOMETERS PER HOUR

INSECT SCREEN

INSTALLATION

INVERT

JOINT

INTERIOR

INSULATION

INLET

HORIZ

HWL

INVERT ELEVATION

INSIDE DIAMETER

HIGH WATER LEVEL

HEADWALL, HOT WATER

HORSEPOWER, HIGH POINT

HORIZONTAL

HOLLOW METAL

RD ROAD

WOOD,

OR DITTO

WIRE MESH

WELDED

WELDED WIRE MESH

WATER

WEIGHT

WOODEN POLE

WITHOUT

TRANSFORMER

PERCENT

AND

EQUAL

NUMBER

PLATE

PLUS OR MINUS

SAME AS ABOVE

WALL HYDRANT

WASTE DRAIN

WEST, WIDTH

WIND LOAD, WATER LINE

VERTICAL

VELOCITY

VALVE BOX

VARIOUS

STAINLESS STEEL

SPECIFICATION(S)

POWERLINE, STATIC PRESSURE

STEEL PIPE, OVERHEAD SECONDARY

SOLENOID VALVE

SEWER MANHOLE

SPEC(S)

STANDARD

SEPTIC TANK

STATION

SQUARE

STD

STA

SST

SQUARE METER

SLOPE

SIMILAR

SHEET

SEWER LINE

SM, M2

SOLV

SMH

SLP, S

SIM

SHT

XFMR

SURFACE CLEANOUT

REINFORCING BAR

SHOULDER

SOUTH

SCALE

SADDLE

SECTION

RAW WATER, RETAINING WALL

SHLDR

SCO

SDL

SECT

REPLACE

REQUIRED

REVIEW, REVISE

ROOM

REPAIR

RECTANGULAR

REFERENCE

RELOCATED

REPL

REQ’D

REV

RPR

RE-BAR

RECT

REF

RELOC

W/O

WWM

WTR

WLD

WITH

VERT

VEL

VAR(.)

CABLE LINE

TELEPHONE

TELEPHONE MANHOLE

TOTAL

TOP OF STEEL

STAIRWAY

STRUCTURAL

STORAGE

STEEL

SUSPEND(ED)

SWITCH

SYSTEM

TYPICAL

THROUGH

THICK

TITLE BLOCK

UNDERGROUND

TELEPHONE

TEMPORARY

THREAD

UNDERGROUND

UNIFORM

PERFORATED STEEL PLATE

REINFORCED CONCRETE PIPE

REINFORCED CONCRETE

POINT OF VERTICAL TANGENCY

POINT OF VERTICAL INTERSECTION

POLYVINYL CHLORIDE

POINT OF TANGENT

RUBBER

RADIUS

RIGHT

RCP

R(.)C

RBR

RAD, R

PARTITION

POWER

QUANTITY

PWR

PSP

PVT

PVI

PVC

PTN

TMH

UNIF

U/G

TOS

TOT

TYP

THD

THRU

TEMP

THK(.)

TEL

T/B

TCL

PRESSURE REDUCING VALVE

POINT OF INTERSECTION

OVERHEAD PRIMARY POWER LINE

PROJECT

PRESSURE

PREFABRICATED

PERMANENT

PRESSURE GATE

PAINT

PRV

PROJ

PRESS

PREFAB

PERM

PNT

STWY

SUSP

SYS

STRL

STOR

STL

SUB DRAINSD

AIR VACUUM RELIEF VALVEAVRV

ACU AIR CONDITIONING UNIT POST INDICATOR VALVEPIV

NEWEXIST REMOVALNEWEXIST REMOVAL

NOT TO SCALENTS

CONC STEPS W/ HANDRAILS

CONC SLAB & CONC SIDEWALK

BUILDING

SDx D600

DRAIN LINE W/ SURFACE INLET

DRAIN LINE W/ DMH

CONC DITCH, CONC COVERED

CONC OPEN DITCH

W/ DIRECTION OF FLOW

GROUTED STONE OPEN DITCH

DIRT ROAD

CULVERT W/ HEADWALL & ENDWALL

ASPHALTIC CONC PAVED ROAD W/ CURB

(TO BE ABANDONED)

RICE PADDY

WATER LEVEL

DRY FARM

CONTOUR LINE

GRAVE & CEMETERY

EXIST U/G PIPE

SPOT ELEVATION

U/GA/G

23.60

B95-359

EL 88.06

NORTH DIRECTIONAL ARROW

A/G & U/G FUEL OIL STORAGE TANK

EVERGREEN OR DECIDUOUS TREE

D200 S

RWx

WOODEN FENCE

CHAIN LINK FENCE

CMU WALL FENCE W/ BARBED WIRE

CHECK VALVE

WATER LINE W/ AIR & VACUUM RELIFE VALVE

RAW WATER LINE

POST INDICATOR VALVE

WATER LINE W/ FIRE HYDRANT

WATER LINE W/ GATE VALVE W/ GATE VALVE BOX

WATER LINE W/ VALVE & VALVE BOX AND MANHOLE

GREASE TRAP

SEWER LINE W/ SEPTIC TANK

SEWER LINE W/ SMH

SEWER LINE W/ SCO

RC RETAINING WALL

D200

D200 S

Wx D200

Wx D150

RWx

D200 S

D200

D200 S

D200 D200

D SDx D600

SDx D600

SI SDx D600

Wx D150

DRAIN LINE W/ JUNCTION BOXSDx D600

JB SDx D600

SxSx

Wx D150

Sx Sx

DRAIN LINE W/ CURB INLETSDx D600

CI SDx D600

AND EXISTING GROUND ELEVATION

W/ BORING NUMBER

LOCATION OF SOIL BORING

Gx D50

NATURAL GAS LINE

23.60

S-1504

W D150

D150 W A

D150 W

W D150

D200

D150

D200

D600

G D50

A AREA

CI CURB INLET, CAST IRON

CO COMPANY

COMM COMMUNICATION

COMP COMPACTION

DUCTILE IRONDI

EXPANSION JOINTEJ, EXPJJ

ETHLENE PROPYLENE DIENE M-CLASSEPDM

FENCEFE

FIRE WATER LINEFWL

MFR MANUFACTURE

MH MANHOLE

NA NOT APPLICABLE

POLYETHYLENE PIPEPE

SURFACE INLETSI

SIGN POST

WELDED WIRE MESHWWMF

FABRIC

DIAMETERF

CURVE LENGTHCL

CONCRETE F’ck

COMPRESSIVE

STRENGTH

NEWREMOVALEXIST

GRAY CAST IRON CASINGSGC

C CABLE

SQUAREQ(SQ)

STEEL BEARINGSTB

OFFICER AND THE USING AGENCY.

THE PROPOSED PROJECT LIMIT FOR APPROVAL BY THE CONTRACTING

THE CONTRACTOR SHALL PREPARE A WORK PLAN SHOWING

LOCATIONS OF TEMPORARY FENCING OR BARRICADES.

FOR THE PURPOSES OF DEFINING THE PROJECT LIMIT TO DETERMINE

SHOWN ON THE SITE DEVELOPMENT PLAN.

1. THE PROJECT LIMIT IS GENERALLY DEFINED BY THE GRADING LIMITS

PROJECT LIMIT

7. USE 1.22 METER FOR THE FROST DEPTH.

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

CLEAN. ALL COSTS INCURRED FOR SPILL CONTAINMENT AND CLEANUP

OFFICER SHALL OVERSEE THE CLEANUP EFFORT AND RENDER THE SITE

CONTAIN AND ADEQUATELY CLEANUP THE SPILL. THE CONTRACTING

THE CONTRACTING OFFICER AND UTILIZE APPROPRIATE MEASURES TO

CAUSED DURING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SEWAGE SPILLS

OF THE CONTRACTING OFFICER.

MODIFYING HIS/HER CONSTRUCTION METHOD, WITH THE APPROVAL

SUCH AS CONSTRUCTING SPECIAL REACTION BLOCKS AND/OR

WHATEVER MEASURES IS NECESSARY TO PROTECT THE WATER LINES,

EXISTING REACTION BLOCKS. THE CONTRACTOR SHALL TAKE

MOVEMENT DUE TO REMOVAL OF THE SUPPORTING EARTH BEYOND THE

TEES AND BENDS WHEREVER THERE IS A POSSIBILITY OF WATER LINE

BE ESPECIALLY CAREFUL WHEN EXCAVATING BEHIND WATER LINES,

ALL WATER LINES DURING CONSTRUCTION. THE CONTRACTOR SHALL

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF

THE CONTRACTING OFFICER AND THE AFFECTED USING AGENCIES.

UTILITY SERVICE AND/OR OPERATIONS WILL BE COORDINATED WITH

FACILITIES WILL BE KEPT TO A MINIMUM. ANY INTERRUPTION OF

4. INTERRUPTION OF UTILITY SERVICE AND/OR OPERATIONS OF ADJACENT

OFFICER IMMEDIATELY FOR REMEDIAL ACTION.

UTILITIES, THE CONTRACTOR SHALL INFORM THE CONTRACTING

UTILITIES ARE REQUIRED DUE TO UNFORESEEN CONFLICT WITH OTHER

3. WHENEVER ANY CHANGE IN ALIGNMENT OR GRADE FOR THE PROPOSED

TRENCHES FOR THE NEW UTILITY LINES.

VERIFY THEIR LOCATIONS AND DEPTHS PRIOR TO EXCAVATING

SHALL CAREFULLY EXPOSE THE UTILITY BY HAND EXCAVATION TO

UTILITIES CROSS EXISTING UTILITIES ARE SHOWN, THE CONTRACTOR

2. WHENEVER CONNECTIONS TO EXISTING UTILITIES OR WHERE NEW

CONDITION AND SHALL BE PAID FOR BY THE CONTRACTOR.

WORK, SHALL BE RESTORED IMMEDIATELY TO THEIR ORIGINAL OR BETTER

WHICH HAVE BEEN DAMAGED AS A RESULT OF THE CONSTRUCTION

EXISTING UTILITIES WHETHER SHOWN ON THE DRAWINGS OR NOT

ALL SUCH UTILITIES AT ALL TIMES, UNLESS OTHERWISE INDICATED.

SIZE AND INVERTS OF ALL EXISTING UTILITIES AND SHALL PROTECT

THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,

COMPLETE AND ACCURATE.

POSSIBLE BY FIELD SURVEYS. HOWEVER THIS INFORMATION MAY NOT BE

RECORDS, AND APPLICABLE UTILITY MAPS, VERIFIED WHENEVER

APPURTENANCES AND STRUCTURES SHOWN ARE BASED ON AVAILABLE

1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES,

UTILITY NOTES

CONTRACTING OFFICER.

5. THE CONTRACTOR SHALL COORDINATE ALL PHASES OF WORK WITH THE

AND UTILITIES.

ARE NOT LIMITED TO PAVEMENTS, CONCRETE SIDEWALKS AND CURBS,

CONDITION, UNLESS OTHERWISE NOTED. THESE ITEMS INCLUDE, BUT

REMOVED AS A RESULT OF CONSTRUCTION TO ITS ORIGINAL OR BETTER

4. THE CONTRACTOR SHALL RESTORE ALL IMPROVEMENTS, DAMAGED OR

THE CONTRACTOR SHALL VERIFY DIMENSIONS AND ELEVATIONS.

IS BASED ON EXISTING TOPO.

3. THE EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THE DRAWINGS

AND/OR MILITARY TRAFFIC AND OPERATIONS.

PRECAUTIONS FOR THE PROTECTION AND SAFETY OF THE PUBLIC

AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL NECESSARY

NECESSARY SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES

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

OF THE CONTRACTING OFFICER.

ANY DISCREPANCIES SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION

DRAWINGS PRIOR TO THE START OF CONSTRUCTION.

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS SHOWN ON THE

GENERAL NOTES

1 REPAIR BY REPLACEMENT OF EXISTING ASPHALTIC CONCRETE PAVEMENT WITH NEW.

REPAIR BY REPLACEMENT OF EXISTING CONCRETE SIDEWALK WITH NEW.

REPAIR BY REPLACEMENT OF EXISTING CONCRETE CURB WITH NEW.

REPAIR BY REPLACEMENT OF EXISTING SOLID SODDING WITH NEW.

UNDERGROUND PIPING.

CLARIFIER WITH RETURN SLUDGE PIPING, CONCRETE DITCH, WEIR, AND

REPAIR BY REPLACEMENT OF EXISTING CLARIFIER TO ROUND TYPE SECONDARY

EQUALIZATION TANK WITH AIR INFLUENT PIPING FROM BLOWER.

REPAIR BY REPLACEMENT OF EXISTING AERATION SYSTEM IN THE EXISTING

BASIN WITH PIPING TO EXISTING AEROBIC DIGESTION TANK.

REPAIR BY REPLACEMENT OF PUMPING SYSTEM IN THE EXISTING AEROBIC DIGESTER

SYSTEM.

NEW INCLUDING SUBMERSIBLE TYPE RAW WATER PUMPS AND ASSOCIATED PIPING

REPAIR BY REPLACEMENT OF EXISTING RAW WATER DISTRIBUTION SYSTEM WITH

CLEAN DECANTER SYSTEM AND REPLACE CONVEYOR BELT.

ASSOCIATED WIRING IN THE S-863.

REPAIR BY REPLACEMENT OF EXISTING SLUDGE BOOSTER PUMPS WITH NEW AND

CONTROL PANEL WITH NEW.

REPAIR BY REPLACEMENT OF EXISTING 3 EA SCREW PUMP AND ASSOCIATED

NEW CONSTRUCTION WORK:

PROVIDE FIBER DISK FILTER SYSTEM WITH WALKWAY IN THE NEW FILTER ROOM.

PROVIDE UV SYSTEM WITH COMPRESSOR IN THE NEW FILTER ROOM.

3 PROVIDE BLOWER SYSTEM WITH PIPING CONFIGURATION TO EQUALIZATION TANK.

TAPPING VALVE, FIRE HYDRANT AND FITTINGS.

PROVIDE 50MM AND 150MM DIAMETER WATER LINE, TAPPING SLEEVE WITH

5 PROVIDE 150MM AND 200MM DIAMETER SEWER LINE AND CONCRETE MANHOLE.

CONNECTED TO THE SYSTEM.

DISCONNECTED FROM THE IRRIGATION SYSTEM PRIOR TO CLAIMED WATER LINE

IRRIGATION SYSTEMS AND MAKE SURE ALL OF THE POTABLE WATER LINES ARE

THE CONTRACTOR MUST CHECK THE EXISTING POTABLE WATER CONNECTION TO THE

THE EXST. CONCRETE VALVE BOX, NEAR BUILDING S-882

INSTALL 50MM RPZ TYPE BACK FLOW PREVENTER, GATE VALVE AND DRAIN VALVE IN

HIGH WATER LEVEL. SUBMIT SHOP DRAWING FOR GOVERNMENT APPROVAL.

RAISE THE 50MM DIA WATER LINE TO KEEP THE MINIMUM AIR GAP 300 MM FROM THE

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T E

R S

U N

E D S

T A

N A

G E

M E

N T C

O M

M A

N D

U S A

R M

Y I

N S

T A

L L

A T

P A

R T

M E

N T O

F T

H E A

R M

D P

U S

A G -R

E D C

L O

U D A

R E

A I

K O

R E

B L

D G S -1

R L F

C C

P C

A S

E Y

F E

W R

R E

P A

E P

L A

C E S

E W

A G

E P

L A

N T

(B L

D G

C P C

A S

E Y

CONTRACT COMPLETION.

8. THE CONTRACTOR SHALL PROVIDE 1SET OF NEW STANDARD TOOLS AND SPARE PARTS FOR MAINTENANCE WITH DETAILED LIST PRIOR TO

PERSONNEL TO PROPERLY OPERATE AND MAINTAIN THE EQUIPMENT AND SYSTEMS.

THE CONTRACTOR SHALL PROVIDE INFORMATION AVAILABLE FROM THE MANUFACTURER�S THAT IS NEEDED FOR USE IN TRAINING DESIGNATED

ADEQUATELY PREPARED FOR OPERATION AND MAINTENANCE OF SUCH EQUIPMENT.

7. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO (2) WEEKS OF ON-SITE TRAINING TO ENSURE THE DESIGNATED PERSONNEL ARE

DESIGN CRITERIA AND USER REQUIREMENTS.

THE CONTRACTOR SHALL VERIFY THAT THE WASTE WATER TREATMENT SYSTEM COMPLIES WITH NOTED STANDARDS IN THE TREATMENT PLANT

THE O&M MANUAL.

6. WASTE WATER TREATMENT SYSTEM SHALL BE TESTED IN ACCORDANCE WITH THE FINAL MANUFACTURER SPECIFICATIONS/REQUIREMENTS AND

SYSTEM, EQUIPMENT, COMPONENT, AND SUBASSEMBLY LEVEL. IT SHALL INCLUDE AN INDEX PRECEDING EACH SUBMITTAL.

THE CONTRACTOR SHALL ORGANIZE AND PRESENT INFORMATION IN SUFFICIENT DETAIL TO CLEARLY EXPLAIN O&M REQUIREMENT AT THE

OF OPERATION TO AS-BUILT CONDITIONS.

THE CONTRACTOR SHALL COMPILE AND PREPARE AGGREGATE O&M DATA INCLUDING CLARIFYING AND UPDATING THE ORIGINAL SEQUENCES

OFFICER AND USING AGENCY.

5. THE SUBCONTRACTORS SHALL COMPILE AND PREPARE DATA AND DELIVER TO THE CONTRACTOR PRIOR TO THE TRAINING OF CONTRACTING

INTERACTIONS, TROUBLESHOOTING, AND LONG-TERM PREVENTATIVE MAINTENANCE AND OPERATION.

AND CONCISE DEPICTION OF THE PROVIDED EQUIPMENT, PRODUCT, OR SYSTEM, STRESSING AND ENHANCING THE IMPORTANCE OF SYSTEM

COMPLETION. OPERATION AND MAINTENANCE (O&M) DATA SHALL SPECIFICALLY INCLUDE APPLICABLE TO THIS CONTRACT AND A COMPLETE

THE CONTRACTOR SHALL UPDATE AND RESUBMIT DATA FOR FINAL APPROVAL NO LATER THAN 30 CALENDAR DAYS PRIOR TO CONTRACT

MANUAL IN BILINGUAL FORMAT NO LATER THAN 7 CALENDAR DAYS PRIOR TO TESTING SYSTEM INVOLVED.

4. THE CONTRACTOR SHALL SUBMIT ONE SET OF ELECTRONIC FILES ON CD-ROM AND TWO SETS OF THE PROJECT OPERATION AND MAINTENANCE

PARTS AND LABOR FOR ALL EQUIPMENT INSTALLED AS PART OF THIS WATER TREATMENT SYSTEM.

3. THE CONTRACTOR SHALL PROVIDE AN EXTENDED WARRANTY OF TWO (2) YEARS BEYOND THE MANUFACTURER�S STANDARD WARRANTY FOR

SHOP DRAWINGS SHALL NOT BE THE EXACT DUPLICATION OF THE CONTRACT DRAWINGS.

NO WORK CAN BE STARTED WITHOUT APPROVED SHOP DRAWINGS.

THE USING AGENCY FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION.

2. THE CONTRACTOR SHALL PROVIDE AND SUBMIT ALL WASTE WATER TREATMENT SYSTEM SHOP DRAWINGS TO CONTRACTING OFFICER AND

1. THE CONTRACTOR SHALL PROVIDE MANUFACTURER CONTROLS FOR ALL REPLACED WASTE WATER TREATMENT, PER CONTRACT DOCUMENTS.

GENERAL

SEWAGE TREATMENT

10. THE CONTRACTOR SHALL RECOMMEND CONTRACTING OFFICER THE CHANGE OF PROCESS, LOCATION AND OTHERS TO MAKE SURE THE EFFLUENT WATER QUALITY MEETS THE CRITERIA (IF REQUIRED).

9. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR UNDETAILED / MISSED PORTION OF THE WORK OR THE PORTIONS DESIGNATED BY THE COR AT CONTRACTORS EXPENSE

8. CONCRETE REMOVAL AND RESTORATION SHALL CONFORM TO SPECIFICATION.

7. SOME DETAILS SHOWN ON THIS CONTRACT DRAWINGS MAY NOT MATCH EXACTLY FIELD CONDITIONS, SUCH DETAILS SHALL BE PREPARED IN THE FIELD BY THE CONTRACTOR ACCORDING TO ACTUAL FIELD CONDITIONS AND SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL.

6. ALL PIPING TO BE REMOVED SHALL INCLUDE ALL ITS ACCESSORIES SUCH AS ANCHORS, HANGERS/SUPPORT, ETC.

5. ANY OPENING FROM THE REMOVAL WORK THAT�S NOT TO BE RE-USED SHALL BE PATCHED OR RESTORED TO MATCH ADJACENT SURFACE OR AREA.

4. ALL WALL/FLOOR/FOOF OPENING RESULTED FROM THE REMOVAL OF PIPING SHALL BE PATCHED OR RESTORED TO MATCH ADJACENT SURFACE OR AREAS.

3. CONNECT TO EXISTING SYSTEM SHALL BE DONE IN SUCH A MANNER AS NOT DAMAGE THE EXISTING EQUIPMENT ANY EQUIPMENT, PIPING ETC. DAMAGED DUE TO THE WORK PERFORMED UNDER THIS CONTRACT SHALL BE REPAIRED OR REPLACED BY CONTRACTOR.

2. LOCATION AND SIZES OF EXISTING EQUIPMENT, PIPING, ETC. APPROXIMATE AND SHALL BE VERIFIED AT THE JOB SITE.

IF ANY DISCREPANCY IS DETECTED, IT SHALL BE BROUGHT TO THE CONTRACTING OFFICER�S REPRESENTATIVE ATTENTION WITH RECOMMENDATIONS FOR PROPER CORRECTIONS FOR CONTRACTING OFFICER�S APPROVAL.

1. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS, EQUIPMENT, FINISHED, ETC., PRIOR TO START OF WORK.

SHOP DRAWINGS.

DETAILED SEQUENCE OF OPERATION AND FLOW CONTROL TO BE MANUFACTURER�S STANDARD AND SHALL BE SUBMITTED WITH THE EQUIPMENT

CONTROL SYSTEM

6) CHLORIDE : UNDER 250 mgCL/L

5) pH : 5.8~8.5

4) ODOR : NOT BED

3) BOD(BIOCHEMICAL OXYGEN DEMAND) : UNDER 5 mg/L

2) TURBIDITY(NTU) : UNDER 2

1) TOTAL COLIFORM : UNDER 250 NO./100ml

KOREA.

IRRIGATION WATER QUALITY SHALL FOLLOW REGULATION OF WASTEWATER RECLAMATION AND REUSING SYSTEM BY MINISTRY OF ENVIRONMENT, GOVERNING STANDARD (KEGS), USFK REGULATION 201-1, DATED 18 JUNE 2012

TREATED WATER SHALL MEET OR NOT EXCEED (BETTER THAN) ALL OF THE REQUIREMENTS OF SEWERAGE ACT OF THE KOREAN ENVIRONMENTAL

SEWAGE PLANT DESIGN CRITERIA

C-002

G E

N E

R A

L N

O T

E S O

F S

E W

A G

E P

L A

P G

CONC SIDEWALK

Q,TYDESCRIPTIONS REMARKS

REMOVAL SCHEDULE

SEWER MANHOLE EA

13 M2 APPROX

S-892

S-894

S-882

REMOVAL PLAN

SCALE 1:200 8m420

SCALE: 1:200

S-869

S-878

R E

M O

V A

L P

L A

CD101

FLOW EQUALIZATION BASIN SCUM

SCREW PUMP, CONTROL PANEL

AEROBIC DIGESTER BASIN SCUM3

SET

120 M3

APPROX

UF MEMBRANE SYSTEM

1 SET

SLUDGE COLLECTOR

1 SET

SLUDGE PUMP 2 EA

EXIST FLOW EQUALIZATION BASIN

FLOW EQUALIZATION BASIN SCUM

SCREW PUMP, CONTROL PANEL

S-863 S-862

4 UF MEMBRANE SYSTEM

6 SLUDGE BOOSTER PUMP

5 SLUDGE COLLECTOR

EXIST AEROBIC DIGESTER BASIN

AEROBIC DIGESTER BASIN SCUM

EXIST FIRST SEDIMENTATION TANK

EXIST A2O SYSTEM

BASED ON THE CONTRACT DOCUMENTS REQUIREMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL QUANTITIES

2. QUANTITIES SHOWN ARE APPROXIMATE AND ARE FOR BID PURPOSES ONLY,

1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.

NOTES;

9 WATER TANK

WATER TANK9 00 M3 APPROX

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

Sheet of

S E

P R

IMCOM

E N

E E

G D

D P

A R

M Y G

A R

O N

R E

D C

L O

A D

Q U

A R

T E

R S

U N

E D S

T A

N A

G E

M E

N T C

O M

M A

N D

U S A

R M

Y I

N S

T A

L L

A T

P A

R T

M E

N T O

F T

H E A

R M

D P

U S

A G -R

E D C

L O

U D A

R E

A I

K O

R E

B L

D G S -1

R L F

C C

P C

A S

E Y

F E

W R

R E

P A

E P

L A

C E S

E W

A G

E P

L A

N T

(B L

D G

C P C

A S

E Y

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

Sheet of

S E

P R

IMCOM

E N

E E

G D

D P

A R

M Y G

A R

O N

R E

D C

L O

A D

Q U

A R

T E

R S

U N

E D S

T A

N A

G E

M E

N T C

O M

M A

N D

U S A

R M

Y I

N S

T A

L L

A T

P A

R T

M E

N T O

F T

H E A

R M

D P

U S

A G -R

E D C

L O

U D A

R E

A I

K O

R E

B L

D G S -1

R L F

C C

P C

A S

E Y

F E

W R

R E

P A

E P

L A

C E S

E W

A G

E P

L A

N T

(B L

D G

C P C

A S

E Y

VERT 1 : 40

HORIZ 1 : 200SCALE

PROFILE - FIRE WATER LINE "A"

VERT 1 : 40

HORIZ 1 : 200SCALE

PROFILE - WATER LINE "A"

FNSH FL EL 64.53

FILTER ROOM

CONC SIDEWALK

REPLACE EXIST

AC PAVEMENT

REPLACE EXIST

CONC CURB

REPLACE EXIST

SOLID SODDING

REPLACE EXIST

CONC CURB

REPLACE EXIST

AC PAVEMENT

REPLACE EXIST

CONC CURB

REPLACE EXIST

SOLID SODDING

REPLACE EXIST

1-CONC THRUST BLOCK

1-150mm TAPPING VALVE W/ BOX

1-200X200X150mm TAPPING SLEEVE

CONN TO EXIST 200mm DIA WL

STA 0+00 WL "A"

1-CONC THRUST BLOCK

1-150mm X 1/4 BEND

STA 0+49.77 WL "A"

1-CONC THRUST BLOCK

1-150mm X 1/8 BEND

STA 0+67.62 WL "A"

1-CONC THRUST BLOCK

1-150mm X 1/8 BEND

STA 0+76.89 WL "A"

1-CONC THRUST BLOCK

1-150X50mm REDUCER

1-150X150X150mm TEE

STA 0+00 FWL "A"

STA 0+80.09 WL "A"

CONN TO FILTER ROOM

STA 0+86.37 WL "A"

1-CONC THRUST BLOCK

1-150X50mm REDUCER

1-150X150X150mm TEE

STA 0+80.09 WL "A"

STA 0+00 FWL "A" 1-FHY W/ GUARD POST

1-150mm GATE VALVE W/ BOX

STA 0+13.79 FWL "A"

AC PAVEMENT

REPLACE EXIST

CONC CURB

REPLACE EXIST

SOLID SODDING

REPLACE EXIST

1.6m0.80.40

SCALE: 1:40

8m420

SCALE: 1:200

W A

T E

R F

E W

A T

E R L

E P

R O

CU201

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

Sheet of

S E

P R

IMCOM

E N

E E

G D

D P

A R

M Y G

A R

O N

R E

D C

L O

A D

Q U

A R

T E

R S

U N

E D S

T A

N A

G E

M E

N T C

O M

M A

N D

U S A

R M

Y I

N S

T A

L L

A T

P A

R T

M E

N T O

F T

H E A

R M

D P

U S

A G -R

E D C

L O

U D A

R E

A I

K O

R E

B L

D G S -1

R L F

C C

P C

A S

E Y

F E

W R

R E

P A

E P

L A

C E S

E W

A G

E P

L A

N T

(B L

D G

C P C

A S

E Y

VERT 1 : 40

HORIZ 1 : 200SCALE

PROFILE - SEWER LINE "A"

FNSH FL EL 64.58

FILTER ROOM

OUTL INVT EL 61.27–

INL INVT EL 61.30–

INL INVT EL 61.75 (SL "A")

TOP EL 64.10–

STA 0+00 SL "A"

OUTL INVT EL 61.94

INL INVT EL 62.34

TOP EL 63.71

STA 0+06.07 SL "A"

1-SCO

STA 0+14.28 SL "A"

OUTL INVT EL 63.06

TOP EL 64.43

CONN TO BLDG

STA 0+24.60 SL "A"

SOLID SODDING

REPLACE EXIST

1.6m0.80.40

SCALE: 1:40

8m420

SCALE: 1:200

S E

W E

R L

E P

R O

CU202

P G

R O T A T E

MOP 4

62.3

MOP 5

LOCKER

ROOM

W M

62.1

62.2

62.3

C B

11 REPLACE 3 EA SCREW PUMP

IN THE NEW FILTER ROOM

PROVIDE UV SYSTEM WITH COMPRESSOR

AND REPLACEMENT OF CONVEYOR BELT

REPAIR BY CLEANING DECANTER SYSTEM

S-892

S-894

S-863

S-862

REPLACE ROUND TYPE SECONDARY CLARIFIER5

SEE ARCH DWG. AE112

EXIST BLOWER SHED

IN THE EXIST AEROBIC DIGESTER BASIN

REPLACE PUMPING SYSTEM

IN THE EXIST EQUALIZATION SYSTEM

REPLACE EXIST AERATION SYSTEM

AND ASSOCIATED PIPING SYSTEM

REPLACE SUBMERSIBLE TYPE RAW WATER PUMPS

EXIST SLUDGE RETURN PUMP ROOM

RETURN SLUDGE PIPING5

SEE ARCH DWG AE121 & AE122

OPEN STORAGE

6. FOR AIR LINE SYSTEM INSTALLATION PLAN, SEE SHEET DI105.

5. FOR SLUDGE COLLECTOR ASSEMBLY INSTALLATION PLAN, SEE SHEET DI104

4. FOR FINAL SEDIMENTATION TANK INSTALLATION PLAN, SEE SHEET DI103.

3. FOR PROCESS FLOW DIAGRAM, SEE SHEET DI102.

2. FOR GENERAL NOTES OF SEWAGE PLANT, SEE SHEET C-002.

1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.

NOTES;

11. FOR DECANT SYSTEM INSTALLATION PLAN, SEE SHEET DI110.

SEE SHEET DI109.

10. FOR FIBER DISK FILTER & UV SYSTEM INSTALLATION PLAN,

9. FOR SLUDGE PUMP INSTALLATION PLAN, SEE SHEET DI108.

8. FOR BLOWER MOTOR INSTALLATION PLAN, SEE SHEET DI107.

7. FOR AIR LINE SYSTEM SECTION, SEE SHEET DI106.

FOR SLUDGE PUMP

REPLACE CONTROL PANEL

OVERALL LAYOUT PLAN

SCALE 1:200 8m420

SCALE: 1:200

O V

E R

A L L L

A Y

O U

T P

L A

DI101

16. FOR UV SYSTEM ASSEMBLY DETAILS, SEE SHEET D-504.

15. FOR FIBER DISK FILTER ASSEMBLY DETAILS, SEE SHEET D-503.

14. FOR FINAL SEDIMENTATION TANK WEIR DETAILS, SEE SHEET D-502.

13. FOR FINAL SEDIMENTATION TANK WALKWAY DETAILS, SEE SHEET D-501.

SEE SHEET DI111.

12. FOR SCREW PUMP ASSEMBLY INSTALLATION PLAN,

21. FOR STOP GATE DETAILS, SEE SHEET D-510.

20. FOR WEIR MANHOLE DETAILS, SEE SHEET D-509.

19. FOR SCREW PUMP DRIVE UNIT DETAILS, SEE SHEET D-508.

SEE SHEETS D-506 & D-507.

18. FOR UV SYSTEM COMPRESSOR COVER DETAILS,

17. FOR FILTER & UV SYSTEM WALKWAY DETAILS - 1, SEE SHEET D-505.

EXIST A20 SYSTEM

FILTER SYSTEM BACK WASH AND DRAIN PIPE1

FOR FILTER ROOM, SEE ARCH DWG AE101

WITH WALKWAY IN THE NEW FILTER ROOM

PROVIDE FIBER DISK FILTER SYSTEM

5 STOP GATE

5 WEIR MANHOLE

CONC DITCH5

EXIST FIRST SEDIMENTATION TANK

SEE ARCH DWG AE112

FOR NEW BLOWER SHED,

CONFIGURATION TO EQUALIZATION TANK

PROVIDE BLOWER SYSTEM WITH PIPING

11 REPLACE CONTROL PANEL & GREASE PUMP

TO EXIST AEROBIC DIGESTION TANK

REPLACE PIPING

10 REPLACE EXIST SLUDGE BOOSTER PUMPS

OVER FLOW DITCH8

S-864

R W

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

Sheet of

S E

P R

IMCOM

E N

E E

G D

D P

A R

M Y G

A R

O N

R E

D C

L O

A D

Q U

A R

T E

R S

U N

E D S

T A

N A

G E

M E

N T C

O M

M A

N D

U S A

R M

Y I

N S

T A

L L

A T

P A

R T

M E

N T O

F T

H E A

R M

D P

U S

A G -R

E D C

L O

U D A

R E

A I

K O

R E

B L

D G S -1

R L F

C C

P C

A S

E Y

F E

W R

R E

P A

E P

L A

C E S

E W

A G

E P

L A

N T

(B L

D G

C P C

A S

E Y

C B

S-882

S-878

S-863

9 WATER TANK

FOR APPROVAL

SUBMIT SHOP DRAWING

GATE VALVE

FOR UNUSE PERIOD) AND

DRAIN VALVE (TO EMPTY

BACK FLOW PREVENTER,

SUBMIT SHOP DRAWING.

WATER LEVEL

MINIMUM FROM THE HIGH

TO KEEP THE AIR GAP 300 MM

(50MM DIA.)

RAISE THE WATER LINE

63.5

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

Sheet of

S E

P R

IMCOM

E N

E E

G D

D P

A R

M Y G

A R

O N

R E

D C

L O

A D

Q U

A R

T E

R S

U N

E D S

T A

N A

G E

M E

N T C

O M

M A

N D

U S A

R M

Y I

N S

T A

L L

A T

P A

R T

M E

N T O

F T

H E A

R M

D P

U S

A G -R

E D C

L O

U D A

R E

A I

K O

R E

B L

D G S -1

R L F

C C

P C

A S

E Y

F E

W R

R E

P A

E P

L A

C E S

E W

A G

E P

L A

N T

(B L

D G

C P C

A S

E Y

MM M M

M M

POLYMER AUTO FEEDER

LIFT STATION NO1

& GENERATOR BUILDING (EXIST)

MANUAL BAR SCREEN

MECHANICAL BAR SCREEN

PARSHALL

FLUME

GRIT REMOVAL UNIT

CYCLONE

AEROBIC DIGESTER BASIN

FLOW EQUALIZATION TANK

SCREW PUMP

GREASE PUMP

SLUICE GATE V/V

GRIT CLASSIFIER

FIRST SEDIMENTATION TANK

A20 SYSTEM(EXIST)

AIR BLOWER

2ND TREATED WATER TANK

AEROBIC DIGESTION TANK

SLUDGE BOOSTER PUMP

SLUDGE DEWATERING SYSTEM

BLOWER STATION #1

PUMP STATION #1

PUMP STATION #2 (SLUDGE RETURN PUMP)

IRRIGATION WATER SUPPLY PUMP

EFFLUENT

REUSE FOR

PARSHALL

FLUME

REUSE FOR

IRRIGATION

OTHERS

RAW WATER

MMM

DECANTER

TANK

MM M

(EXIST)

(EXIST) (EXIST)

(EXIST)

BLOWER STATION

SLUICE GATE VALVE

(EXIST)

BLOWER STATION

(EXIST)

FINAL SEDIMENTATION TANK

FINAL SEDIMENTATION TANK 4SET(EXIST)

SLUICE GATE VALVE(EXIST)

M M M

FILTER SYSTEMUV SYSTEM

(EXIST)

M M

M M S

T S

M M S

T S

M M S

T S

50MM, STS304

250MM, STS304

150MM, PVC

300MM, STS304

DI102

CONNECTED WITH DOMESTIC WATER LINE AT CAMP CASEY.

TO CONTRACTING OFFICER THAT EXISTING IRRIGATION WATER SUPPLY LINES OF GOLF COURSE WERE NOT

3. PRIOR TO SUPPLY IRRIGATION WATER TO GOLF COURSE, THE CONTRACTOR SHALL VERIFY AND REPORT

2. FOR GENERAL NOTES OF SEWAGE PLANT, SEE SHEET C-002.

1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.

NOTES;

PROCESS FLOW DIAGRAM

NOT TO SCALE

P R

O C

E S

S F

L O

W D

G R

A M

PIPING CONFIGURATION

PROVIDE BLOWER SYSTEM W/

ASSOCIATED CONTROL PANEL

REPLACE 3 EA SCREW PUMP AND

NEW FILTER ROOM

PROVIDE UV SYSTEM WITH COMPRESSOR IN THE

7 REPLACE PUMPING SYSTEM W/ PIPING

8 REPLACE RAW WATER PIPING

REPLACE CONVEYOR BELT

CLEAN DECANTER SYSTEM AND

SLUDGE BOOSTER PUMPS

REPLACE EXISTING

SECONDARY CLARIFIER

REPLACE ROUND TYPE

6 REPLACE EXIST AERATION SYSTEM

AND ASSOCIATED PIPING SYSTEM

REPLACE SUBMERSIBLE TYPE RAW WATER PUMPS

WALKWAY IN THE NEW FILTER ROOM

PROVIDE FIBER DISK FILTER SYSTEM WITH

P G

R O T A T E

3. FOR SLUDGE COLLECTOR ASSEMBLY INSTALLATION PLAN SEE, SHEET DI104

2. FOR GENERAL NOTES OF SEWAGE PLANT, SEE SHEET C-002.

1. FOR GENERAL NOTES, LEGEND AND SCOPE OF WORK SEE SHEET C-001.

NOTE;

KEY PLAN

NOT TO SCALE

(0.5M X 0.5M)

EXIST INFLUENT DITCH

STOP GATE

WEIR MANHOLE

300mm DIA PVC PIPE

UNDERGROUND INFLUENT

150mm DIA PVC PIPE

UNDERGROUND SLUDGE RETURN

EXIST SLUDGE RETURN PUMP ROOM

CONTROL PANEL

N N

FINAL SEDIMENTATION TANK INSTALLATION PLAN

SCALE 1:100 4000mm200010000

SCALE: 1:100

A L S

E D

E N

T A

N T

A N

K I

N S

T A

L L

A T

N P

L A

DI103

(0.5M X 0.5M)

EXIST EFFLUENT DITCH

(0.5M X 0.5M)

INFLUENT DITCH

(0.5M X 0.5M)

EFFLUENT DITCH

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

Sheet of

S E

P R

IMCOM

E N

E E

G D

D P

A R

M Y G

A R

O N

R E

D C

L O

A D

Q U

A R

T E

R S

U N

E D S

T A

N A

G E

M E

N T C

O M

M A

N D

U S A

R M

Y I

N S

T A

L L

A T

P A

R T

M E

N T O

F T

H E A

R M

D P

U S

A G -R

E D C

L O

U D A

R E

A I

K O

R E

B L

D G S -1

R L F

C C

P C

A S

E Y

F E

W R

R E

P A

E P

L A

C E S

E W

A G

E P

L A

N T

(B L

D G

C P C

A S

E Y

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

Sheet of

S E

P R

IMCOM

E N

E E

G D

D P

A R

M Y G

A R

O N

R E

D C

L O

A D

Q U

A R

T E

R S

U N

E D S

T A

N A

G E

M E

N T C

O M

M A

N D

U S A

R M

Y I

N S

T A

L L

A T

P A

R T

M E

N T O

F T

H E A

R M

D P

U S

A G -R

E D C

L O

U D A

R E

A I

K O

R E

B L

D G S -1

R L F

C C

P C

A S

E Y

F E

W R

R E

P A

E P

L A

C E S

E W

A G

E P

L A

N T

(B L

D G

C P C

A S

E Y

2. FOR GENERAL NOTES OF SEWAGE PLANT, SEE SHEET C-002.

1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.

NOTES;

TOP VIEW

CENTER CAGE

FEED WELL

WEIR

WALKWAY 1SET

1 200MM X SCH40S

NO. DESCRIPTION Q’TY SIZE MATERIAL

SS400

STS304

5 SCRAPER ARM & BLADE STS304, RUBBER

STS304

TURN BUCKLE STS304

7 HANDRAIL STS304

8 DRIVE UNIT 0.1RPM X 0.75KW PURCHASE

32MM

EQUIPMENT SCHEDULE

1SET

FROM A2O

DETAIL "A"

SECTION

SLUDGE COLLECTOR ASSEMBLY INSTALLATION PLAN

SCALE 1:50 2000mm10005000

SCALE: 1:50

S L

U D

G E C

O L L E

C T

O R A

S S

E M

B L

Y I

N S

T A

L L

A T

N P

L A

DI104

(F300, STS 304 )

INFLUENT PIPE

(F150, STS 304)

EFFLUENT PIPE

11100

11400

12000

12800

SCRAPER LAYOUT

SEE DETAIL "A"

WELDING

ANCHOR

TO SLUDGE PUMP

FROM A2O

SLUDGE PUMP

DI106

3. THE CONTRACTOR SHALL PROVIDE SHOP DRAWING OF PIPE FIXING DETAILS.

2. FOR AIR LINE SYSTEM SECTION SEE, SHEET DI106.

1. FOR GENERAL NOTES, LEGEND AND SCOPE OF WORK SEE SHEET C-001.

NOTES;

998.917 998.917 998.917 998.917 998.917 998.917 998.917 998.917

3995.646 3995.646

70EA

SPECIFICATION

MAX AIR 24(W/DEFLECTOR) DIFFUSERTYPE

CAPACITY 8.5~61.2 M3/HR

Q’TY

ENVIRONMENTAL DYNAMICS INC.OR APPROVED EQUALMAKER

+1-573-474-9456TEL

PIPE(50MM, STS 304)

DISK TYPE DIFFUSER

PIPE(100MM SCH10 STS 304)

TEE(100MM X 50MM, STS 304)

REDUCER (100MM X 50MM, STS 304)

ELBOW 90(50MM, STS 304)

ANGLE(50MM X 50MM X 6T STS 304)

U-BOLT NUT(M10 X 50MM STS 304)

TEE(100MM X 100MM, STS 304)REDUCER (150MM X 100MM, STS 304)

PIPE(150MM, STS 304)

15.569 514.898

KEY PLAN

NOT TO SCALE

AIR LINE SYSTEM INSTALLATION PLAN

SCALE 1:30 1200mm6003000

SCALE: 1:30

E S

Y S

T E

M I

N S

T A

L L

A T

N P

L A

DI105

EXIST WALKWAY

BUTTERFLY VALVE (100MM)

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

Sheet of

S E

P R

IMCOM

E N

E E

G D

D P

A R

M Y G

A R

O N

R E

D C

L O

A D

Q U

A R

T E

R S

U N

E D S

T A

N A

G E

M E

N T C

O M

M A

N D

U S A

R M

Y I

N S

T A

L L

A T

P A

R T

M E

N T O

F T

H E A

R M

D P

U S

A G -R

E D C

L O

U D A

R E

A I

K O

R E

B L

D G S -1

R L F

C C

P C

A S

E Y

F E

W R

R E

P A

E P

L A

C E S

E W

A G

E P

L A

N T

(B L

D G

C P C

A S

E Y

KEY PLAN

NOT TO SCALE

3. VERTICAL ANGLE SHALL BE CONNECTED WITH EXISTING CONCRETE BASIN BY ANCHORING.

2. ANGLE SHALL BE WELDED BETWEEN VERTICAL AND HORIZONTAL ANGLE.

1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.

NOTES;

CU105

U-BOLT NUT(M10 X 50MM STS 304)

PIPE(50MM, STS 304)

DIFFUSER

ANGLE(50MM X 50MM X6T STS 304)

ANCHOR 1/2" X 100MM(STS 304)

514.995999.934 999.991 1000.031 999.969 999.969 999.969 999.969 999.969 515.043

N N

AIR LINE SYSTEM SECTION

SCALE 1:30 1200mm6003000

SCALE: 1:30

E S

Y S

T E

M S

E C

DI106

SECTION VIEW

DIFFUSER DETAIL

20MM(MALE)

STS316 DIFFUSER BODY

SPECIFICATION

MAX AIR 24(W/DEFLECTOR) DIFFUSERTYPE

PEAK AIRFLOW 93.5 M3/HR

DESIGN AIRFLOW 8.50~61.2 M3/HR

DESIGN DWP 1.3~17.8 CM H2O

DRY WEIGHT 1.2 KG

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

Sheet of

S E

P R

IMCOM

E N

E E

G D

D P

A R

M Y G

A R

O N

R E

D C

L O

A D

Q U

A R

T E

R S

U N

E D S

T A

N A

G E

M E

N T C

O M

M A

N D

U S A

R M

Y I

N S

T A

L L

A T

P A

R T

M E

N T O

F T

H E A

R M

D P

U S

A G -R

E D C

L O

U D A

R E

A I

K O

R E

B L

D G S -1

R L F

C C

P C

A S

E Y

F E

W R

R E

P A

E P

L A

C E S

E W

A G

E P

L A

N T

(B L

D G

C P C

A S

E Y

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

Sheet of

S E

P R

IMCOM

E N

E E

G D

D P

A R

M Y G

A R

O N

R E

D C

L O

A D

Q U

A R

T E

R S

U N

E D S

T A

N A

G E

M E

N T C

O M

M A

N D

U S A

R M

Y I

N S

T A

L L

A T

P A

R T

M E

N T O

F T

H E A

R M

D P

U S

A G -R

E D C

L O

U D A

R E

A I

K O

R E

B L

D G S -1

R L F

C C

P C

A S

E Y

F E

W R

R E

P A

E P

L A

C E S

E W

A G

E P

L A

N T

(B L

D G

C P C

A S

E Y

PLAN

SECTION 1C

SECTION

2EA(1EA STAND BY)

SPECIFICATION

ROOTS BLOWERTYPE

CAPACITY 18M3 /MIN X 7000MMAQ

MOTOR 37KW X 3PHASE X 460V

Q’TY

KOREA FLUID MACHINERY OR APPROVED EQUALMAKER

055-372-0911TEL

PIPE(150MM SCH10 STS 304)

CONTROL PANEL

BLOWER PAD(1200MM X 1800MM X 300MM)

BLOWER ROOM

NOTE;

1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.

BLOWER

KEY PLAN

NOT TO SCALE

N N

BLOWER MOTOR INSTALLATION PLAN

SCALE 1:30 1200mm6003000

SCALE: 1:30

B L

O W

E R M

O T

O R I

N S

T A

L L

A T

N P

L A

DI107

REDUCER (200MM X 150MM SCH10 STS 304)

TEE(200MM X 150MM SCH10 STS 304)

QUICK DISCHARGE CONNECTOR

PIPE,F100, STS 304

AEROBIC DIGESTER BASIN SECTION

CHECK VALVE,F100, STS 304

GATE VALVE,F100, STS 304

PUMP SEQUENCE OF OPERATION

4. ALTERNATOR SHALL ALTERNATE PUMP DUTY AFTER EVERY PUMP CYCLE.

CIRCUIT TO PROVIDE THE ABOVE SEQUENCE OF OPERATION.

3. THE CONTROL RELAY SHALL BE INTERLOCKED WITH MOTOR STARTER

WHEN LEVEL SENSOR #5 SETPOINT IS REACHED.

(5) LOW WATER LEVEL ALARM PROVIDES VISUAL AND AUDIBLE ALARM

SETPOINT IS REACHED.

(4) PUMPS STOPS OPERATION WHEN LEVEL SENSOR # 4

WHEN LEVEL SENSOR #3 SETPOINT IS REACHED.

(3) HIGH WATER LEVEL ALARM PROVIDES VISUAL AND AUDIBLE ALARM

(2) TWO PUMP RUNS WHEN LEVEL SENSOR #2 SETPOINT IS REACHED.

(1) ONE PUMP RUNS WHEN LEVEL SENSOR #1 SETPOINT IS REACHED.

2. THE SEQUENCE OF OPERATION SHALL BE AS FOLLOWS:

WHEN THE HAND-OFF-AUTO SWITCH IS SET "AUTO".

BY THE WET WELL MOUNTED LEVEL SENSING FLOAT SWITCHES

1. THE AUTOMATIC OPERATION OF THE PUMP SHALL BE CONTROLLED

4. PROVIDE STAINLESS STEEL SUPPORT BRACKET FOR LIQUID LEVEL SENSOR.

VISUAL ALARM.

LEVEL SENSORS CABLE AND CABLE HOLDERS, AUDIBLE AND

3. CONTROL PANELS AND ACCESSORIES SHALL INCLUDE LIQUID

FROM CONTRACTING OFFICER.

MANUFACTURER’S SHOP DRAWINGS, SUBJECT FOR APPROVAL

2. ALL PUMPS SHALL BE INSTALLED IN ACCORDANCE WITH

1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.

NOTES:

QTYITEM

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

DESCRIPTION

SEWAGE PUMP

EQUAL.

SUBMERSIBLE SEWAGE PUMP "SH-4-75-SR" OR APPROVED

PUMP SHALL BE SIMILAR TO "SHINHAN PUMPTECH" SPURT

MOTOR : 7.5KW, 460 V, 3 PH, 60 Hz, 1750 RPM

CAPACITY : 25 LPS AT 10M TDH, 100A

STANDARD EQUIPMENT AND ACCESSORIES.

DISCHARGE CONNECTOR AND LIFTING UNIT AND ALL

ENTIRE WEIGHT OF THE PUMPING UNIT AND QUICK

PROVIDE TWO GUIDE BARS CAPABLE OF SUPPORTING THE

SPURT SUBMERSIBLE SEWAGE PUMP

SLUDGE

PUMP

SET POINT #4

PUMPS OFF

SET POINT #3

LEAD PUMPS ON

SET POINT #2

LAG PUMP ON

SET POINT #1

HIGH WATER ALARM

SET POINT #5

LOW WATER ALARM

701.5

AEROBIC DIGESTION TANK SECTION

SET POINT #1-1

LEAD PUMPS ON

SET POINT #2-1

PUMPS OFF

TO AEROBIC DIGESTION TANK

KEY PLAN

NOT TO SCALE

SLUDGE PUMP INSTALLATION PLAN

SCALE 1:40 1600mm8004000

SCALE: 1:40

S L

U D

G E P

U M

P I

N S

T A

L L

A T

N P

L A

DI108

W .I

B O

N G

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

Sheet of

S E

P R

IMCOM

E N

E E

G D

D P

A R

M Y G

A R

O N

R E

D C

L O

A D

Q U

A R

T E

R S

U N

E D S

T A

N A

G E

M E

N T C

O M

M A

N D

U S A

R M

Y I

N S

T A

L L

A T

P A

R T

M E

N T O

F T

H E A

R M

D P

U S

A G -R

E D C

L O

U D A

R E

A I

K O

R E

B L

D G S -1

R L F

C C

P C

A S

E Y

F E

W R

R E

P A

E P

L A

C E S

E W

A G

E P

L A

N T

(B L

D G

C P C

A S

E Y

P G

R O T A T E

TS-892

S-894

S-863 S-862

S-882

EXIST FIRST SEDIMENTATION TANK

EXIST SLUDGE RETURN PUMP ROOM

3. BACKWASH SHALL BE OPERATED AUTOMATICALLY.

2. FOR GENERAL NOTES OF SEWAGE PLANT, SEE SHEET C-002.

1. FOR GENERAL NOTES, LEGEND AND SCOPE OF WORK SEE SHEET C-001.

NOTES;

QTYITEM

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

DESCRIPTION

SEWAGE PUMP

APPROVED EQUAL.

SUBMERSIBLE SEWAGE PUMP "SH-6-110E" OR

PUMP SHALL BE SIMILAR TO "SHINHAN PUMPTECH"

MOTOR : 7.5KW, 460V, 3 PH, 60 Hz, 1750 RPM

CAPACITY : 35 LPS AT 10.0M TDH, 150A

STANDARD EQUIPMENT AND ACCESSORIES.

DISCHARGE CONNECTOR AND LIFTING UNIT AND ALL

THE ENTIRE WEIGHT OF THE PUMPING UNIT AND QUICK

PROVIDE TWO GUIDE BARS CAPABLE OF SUPPORTING

SUBMERSIBLE SEWAGE PUMPPUMP

WATER

RAW

FIBER DISK FILTER

EQUAL.

" FIBER DISK FILTER "YDFS-2306-1F-UL" OR APPROVED

FILTER SHALL BE SIMILAR TO "YUCHEON ENVIRO

POWER : 9KW(MAIN)

FILTRATION AREA : 4.8M2 X 6EA =28.8M2

DISK : 6EA

CAPACITY : 70 LPS

AND ALL STANDARD EQUIPMENT AND ACCESSORIES.

PROVIDE A CONTROL PANEL AND BACK WASH PUMPS

TANK TYPEFILTER

DISK

FIBER

UV SYSTEM

UV SYSTEM "KUV-6000SL" OR APPROVED EQUAL.

UV SYSTEM SHALL BE SIMILAR TO "DOWON AQUA"

POWER : 14KW

LAMP LIFE : 12,000HRS

CAPACITY : 70 LPS

AND ALL STANDARD EQUIPMENT AND ACCESSORIES.

PROVIDE A CONTROL PANEL AND AIR COMPRESSOR

TANK TYPE

SYSTEM

RAW WATER PUMP

(F250, STS 304)

RAW WATER PIPE

UV SYSTEM

FIBER DISK FILTER

(1.0M X 0.5M)

OVERFLOW DITCH

(F350, STS 304)

CLEAR WATER PIPE

KEY PLAN

NOT TO SCALE

FIBER DISK FILTER & UV SYSTEM INSTALLATION PLAN

SCALE 1:200 8m420

SCALE: 1:200

E R D

K F

T E

R U

V S

Y S

T E

M I

N S

T A

L L

A T

N P

L A

DI109

EXIST A20 SYSTEM

(F50, STS 304)

BACKWASH PIPE

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

Sheet of

S E

P R

IMCOM

E N

E E

G D

D P

A R

M Y G

A R

O N

R E

D C

L O

A D

Q U

A R

T E

R S

U N

E D S

T A

N A

G E

M E

N T C

O M

M A

N D

U S A

R M

Y I

N S

T A

L L

A T

P A

R T

M E

N T O

F T

H E A

R M

D P

U S

A G -R

E D C

L O

U D A

R E

A I

K O

R E

B L

D G S -1

R L F

C C

P C

A S

E Y

F E

W R

R E

P A

E P

L A

C E S

E W

A G

E P

L A

N T

(B L

D G

C P C

A S

E Y

1. FOR GENERAL NOTES, LEGEND AND SCOPE OF WORK SEE SHEET C-001.

NOTE;

S-863

S-862

QTYITEM

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

DESCRIPTION

V-SPURT PUMP

PUMP "JH-65A" OR APPROVED EQUAL.

PUMP SHALL BE SIMILAR TO "JOO HO INDUSTRIAL" SPURT

MOTOR : 3.7KW, 460 V, 4 PH, 60 Hz, VVVF

CAPACITY : 6.7 LPS AT 15.0M TDH, 65A

PROVIDE ALL STANDARD EQUIPMENT AND ACCESSORIES.PUMP

BOOSTER

SLUDGE

DECANT SYSTEM INSTALLATION PLAN

SCALE 1:100 4m210

SCALE: 1:100

KEY PLAN

NOT TO SCALE

D E

C A

N T S

Y S

T E

M I

N S

T A

L L

A T

N P

L A

DI110

REPLACE SLUDGE BOOSTER PUMP

CONVEYOR BELT

REPAIR BY REPLACEMENT OF

CLEANING DECANTER SYSTEM

REPAIR BY

SEE ARCH DWG AE121 & AE122

OPEN STORAGE

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

Sheet of

S E

P R

IMCOM

E N

E E

G D

D P

A R

M Y G

A R

O N

R E

D C

L O

A D

Q U

A R

T E

R S

U N

E D S

T A

N A

G E

M E

N T C

O M

M A

N D

U S A

R M

Y I

N S

T A

L L

A T

P A

R T

M E

N T O

F T

H E A

R M

D P

U S

A G -R

E D C

L O

U D A

R E

A I

K O

R E

B L

D G S -1

R L F

C C

P C

A S

E Y

F E

W R

R E

P A

E P

L A

C E S

E W

A G

E P

L A

N T

(B L

D G

C P C

A S

E Y

1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.

NOTE;

SIDE COVER

LAYOUT

SECTION

760mmSCREW DIA

406mmTUBE DIA

700mmPITCH OF FLIGHT

7350mmLENGTH OF FLIGHT

2NUMBER OF FLIGHTS

236M3/HrFLOW CAPACITY

55rpmROTATION SPEED

3SETQUANTITY

SCREW PUMP

5.5kWMOTOR POWER

FRAME NO.

1,800rpmROTATION SPEED

REDUCER

BEVEL GEAR

1 / 24.71

REDUCTION

MOTOR

5.5kWPOWER

TYPE

DRIVE MOTOR

REDUCER

UPPER BEARING ASSEMBLY

PIPE

SCREW(FLIGHT)

GREASE PUMP

CONTROL PANEL

DESCRIPTION

5.5kW

SS400406A X 9.5T

SS400F760 X 6T

MATERIALSIZE

3 SET

LOWER BEARING ASSEMBLY

5.5kW x 1/24.71 3 SET

3 SET

QUANTITY

GEAR RATIO

460V / 3P / 60V / Ph / Hz

DRIVE MOTOR

REDUCER

LOWER BEARING ASSEMBLY

UPPER BEARING ASSEMBLY

9560(APPROX)

8800(APPROX)

SCREW FLIGHT

SHAFT

KEY PLAN

NOT TO SCALE

ESSA OR APPROVED EQUALMAKER

054-741-2188TEL

SCREW PUMP ASSEMBLY INSTALLATION PLAN

SCALE 1:20 800mm4002000

SCALE: 1:20

S C

R E

W P

U M

P A

S S

E M

B L

Y I

N S

T A

L L

A T

N P

L A

DI111

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

Sheet of

S E

P R

E N

E E

G D

D P

A R

M Y G

A R

O N

R E

D C

L O

A D

Q U

A R

T E

R S

U N

E D S

T A

N A

G E

M E

N T C

O M

M A

N D

U S A

R M

Y I

N S

T A

L L

A T

P A

R T

M E

N T O

F T

H E A

R M

D P

U S

A G -R

E D C

L O

U D A

R E

A I

K O

R E

B L

D G S -1

R L F

C C

P C

A S

E Y

F E

W R

R E

P A

E P

L A

C E S

E W

A G

E P

L A

N T

(B L

D G

C P C

A S

E Y

8-F32 HOLE

115.403 6300 12400 6300 115.403

24916.667

115.403 25000 115.403

6300 12400 6300

SIDE VIEW

TOP VIEW

DETAIL "A"

"A"

STS PIPE F32

STS PIPE F25

PLATE BAR 50 X 6T

H-BEAM 250X125X6X9T

CHANNEL 150X75X6.5X10T

FINAL SEDIMENTATION TANK WALKWAY DETAILS

NOT TO SCALE

A L S

E D

E N

T A

N T

A N

K W

A L

K W

A Y D

E T

D-501

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

Sheet of

S E

P R

IMCOM

E N

E E

G D

D P

A R

M Y G

A R

O N

R E

D C

L O

A D

Q U

A R

T E

R S

U N

E D S

T A

N A

G E

M E

N T C

O M

M A

N D

U S A

R M

Y I

N S

T A

L L

A T

P A

R T

M E

N T O

F T

H E A

R M

D P

U S

A G -R

E D C

L O

U D A

R E

A I

K O

R E

B L

D G S -1

R L F

C C

P C

A S

E Y

F E

W R

R E

P A

E P

L A

C E S

E W

A G

E P

L A

N T

(B L

D G

C P C

A S

E Y

90° 90° 90°

1. FOR GENERAL NOTES, LEGEND AND SCOPE OF WORK SEE SHEET C-001.

NOTE;

F19 SLOT HOLE

ANGLE 50X50X6T, STS304

CENTER WELL DETAILS

TOP VIEW

DETAIL "A"

"A"

SCUM WEIR STS304-3T

WEIR STS304-3T

M16X100L SET ANCHOR

PLAN

1C1

1C2

SECTION

1C2

SECTION

1C3

FOR M16 X 100L SET ANCHOR

INLET PIPE HOLE F300

TOP VIEW

1B2

1C1

PLAN

1B1

FROM A20 300A

WEIR SUPPORT(20EA)

FINAL SEDIMENTATION TANK WEIR DETAILS

NOT TO SCALE

A L S

E D

E N

T A

N T

A N

K W

E T

D-502

(ANGLE,STS304)

WEIR SUPPORT 50x50x6T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

Sheet of

S E

P R

IMCOM

E N

E E

G D

D P

A R

M Y G

A R

O N

R E

D C

L O

A D

Q U

A R

T E

R S

U N

E D S

T A

N A

G E

M E

N T C

O M

M A

N D

U S A

R M

Y I

N S

T A

L L

A T

P A

R T

M E

N T O

F T

H E A

R M

D P

U S

A G -R

E D C

L O

U D A

R E

A I

K O

R E

B L

D G S -1

R L F

C C

P C

A S

E Y

F E

W R

R E

P A

E P

L A

C E S

E W

A G

E P

L A

N T

(B L

D G

C P C

A S

E Y

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

Sheet of

S E

P R

IMCOM

E N

E E

G D

D P

A R

M Y G

A R

O N

R E

D C

L O

A D

Q U

A R

T E

R S

U N

E D S

T A

N A

G E

M E

N T C

O M

M A

N D

U S A

R M

Y I

N S

T A

L L

A T

P A

R T

M E

N T O

F T

H E A

R M

D P

U S

A G -R

E D C

L O

U D A

R E

A I

K O

R E

B L

D G S -1

R L F

C C

P C

A S

E Y

F E

W R

R E

P A

E P

L A

C E S

E W

A G

E P

L A

N T

(B L

D G

C P C

A S

E Y

FLANGE

RATING

KS10KSO.FF

REMARKS

SCH.10S

PIPE

MAT’L SCH. NO.

Q’TY

MAT’L

NOZZLE SCHEDULE

INLET

MARK

N-1

DESCRIPTION

SSC13

KS10KSO.FF1OUTLETN-2

N-3 KS10KSO.FF2DRAIN OUTLET

SSC13

STS304

SIZE

350A

50A

SCH.10S

REMARKS

Q’TYDESCRIPTION MAT’L

NO.

CONN.

2 6

DRUM

DISK FILTER ABS

STS304

3 144FILTER CLOTH P.E

2300 Series

4 1BODY REINFORCEMENT STS304 -

5 1BODY LOWER REINFORCEMENT -

6 12SUCTION HOLDER ABS 2300 Series

7 3MANIFOLDER STS304 -

8 1DRIVE REDUCER PUR. 0.75kW, i=1/600

9 1DRIVE REDUCER BRACKET STS304 -

10 2SLUDGE SUCTION PIPE STS304 -

11 2SUCTION-CLEANING PUMP PUR. ï»¿2.2kW, 0.38ª�¥/min *

12 9GATE VALVE GC 50A

13 2CHECK VALVE GC 50A

14 5

SUCTION-CLEANING/SLUDGE

GC 50A

SUCTION ELECTRIC VALVE

STS304

15 1SUCTION PUMP BASE SS400 -

FIBER DISK FILTER ASSEMBLY DETAILS

NOT TO SCALE

E R D

K F

T E

R A

S S

E M

B L

Y D

E T

D-503

FIBER DISK FILTER SEQUENCE OF OPERATION

TIME CONTROL MODE

RUN(TIMER)

WATER LEVEL CONTROL MODE

SEQUENCE

CONTINUOUS

PUMP RUN)

(SUCTION-CLEANING

2 DISK/MIN CLEANING

DRIVE UNIT

1 CYCLE PROCESS

RUN

DRIVE UNIT

RUN(TIMER SETTING)

SUCTION-CLEANING

SEQUENCE

CONTINUOUS

(TIMER SETTING)

2 DISK/MIN

SUCTION-CLEANING

1 CYCLE PROCESS

120MIN CYCLE (3’ RUN, 117’ STOP)

(SUCTION-CLEANING COUNTER SETTING)

SLUDGE SUCTION ON

120MIN CYCLE(3’ RUN, 117’ STOP)

(AFTER SUCTION-CLEANING PROCESS)

SLUDGE SUCTION ON

CONTINUOUS SEQUENCE OF TIMER SETTING

(CYCLE : FIELD TEST)

FILTER HOPPER SLUDGE SUCTION

1 CYCLE PROCESS

RUN

DRIVE UNIT

RUN

SUCTION-CLEANING

SEQUENCE

CONTINUOUS

(LEVEL LOW)

DRIVE UNIT OFF

(LEVEL HIGH)

DRIVE UNIT RUN

1 CYCLE PROCESS

SEQUENCE

CONTINUOUS

(LEVEL LOW)

SUCTION-CLEANING OFF

(LEVEL HIGH)

SUCTION-CLEANING RUN

1 CYCLE PROCESS

CONTINUOUS SEQUENCE OF LEVEL SETTING

(CYCLE : FIELD TEST)

FILTER HOPPER SLUDGE SUCTION

1 CYCLE PROCESS

1. THE CONTRACTOR SHALL PROVIDE CONTROL PANEL OF FIBER DISK FILTER.

NOTE;

350A

N-2

350A

N-1

350A

N-2

350A

N-1

50A

N-3

M MM

FRONT VIEW

3969.814

43510

PLAN

SIDE VIEW

BACK VIEW

UV SYSTEM ASSEMBLY DETAILS

NOT TO SCALE

U V S

Y S

T E

M A

S S

E M

B L

Y D

E T

D-504

ANGLE 50X50X5T

CHANNEL

125X65X6.0X8T

HANDLE

LAMP BRACKET

GRAND HOCKING

UV DETECTOR SENSOR

LOADLESS CYLINDER

WIPER JIG BRACKET

COVER

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

Sheet of

S E

P R

IMCOM

E N

E E

G D

D P

A R

M Y G

A R

O N

R E

D C

L O

A D

Q U

A R

T E

R S

U N

E D S

T A

N A

G E

M E

N T C

O M

M A

N D

U S A

R M

Y I

N S

T A

L L

A T

P A

R T

M E

N T O

F T

H E A

R M

D P

U S

A G -R

E D C

L O

U D A

R E

A I

K O

R E

B L

D G S -1

R L F

C C

P C

A S

E Y

F E

W R

R E

P A

E P

L A

C E S

E W

A G

E P

L A

N T

(B L

D G

C P C

A S

E Y

PLAN

FRONT VIEW

SIDE VIEW

0 1000

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

Sheet of

S E

P R

IMCOM

E N

E E

G D

D P

A R

M Y G

A R

O N

R E

D C

L O

A D

Q U

A R

T E

R S

U N

E D S

T A

N A

G E

M E

N T C

O M

M A

N D

U S A

R M

Y I

N S

T A

L L

A T

P A

R T

M E

N T O

F T

H E A

R M

D P

U S

A G -R

E D C

L O

U D A

R E

A I

K O

R E

B L

D G S -1

R L F

C C

P C

A S

E Y

F E

W R

R E

P A

E P

L A

C E S

E W

A G

E P

L A

N T

(B L

D G

C P C

A S

E Y

FILTER & UV SYSTEM WALKWAY DETAILS - 1

NOT TO SCALE

T E

R U

V S

Y S

T E

M W

A L

K W

A Y D

E T

D-505

AND APPROVAL.

ALL EQUIPMENT SUPPORT ANCHOR SYSTEM FOR GOVERNMENT REPRESENTATIVE REVIEW

2. PRIOR TO INSTALLATION OF FILTER & UV SYSTEM, THE CONTRACTOR SHALL SUBMIT

1. FOR GENERAL NOTES, LEGEND AND SCOPE OF WORK SEE SHEET C-001.

NOTES;

AIR COMPRESSOR

STS PIPE F32

STS PIPE F25

PLATE BAR 50 X 6T

CONTROL PANEL

FIBER DISK FILTER

CONTROL PANEL

UV SYSTEM

SEE ARCH DWG

FOR HANDRAIL

D-506

M MM

PLAN

SECTION

LADDER DETAIL

5500.005 5600

4004004001200350350

4004004001200400200

12001200

310310

280 440 440 440 440

310310

440440

FILTER & UV…

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