A27_Drawing_files___138983___CIVIL___RLFC.pdf
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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 RLFC 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
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
CW
CV
CTRJ
C TO C
CTG
CRV
CP
CORR
COR
CONT
CONN
CONC
COL
CMU
CMP
CLKG
CLJ
CL OR C
CJ
CI-CIP
CHAN
CAP
C
BS
BRK
ACM
BO
BLK
BLDG(S)
BKS
BH
BCE
BARR
AVG
AUTO
AT/FP
ASPH
ASAP
ARCH
APPROX(.)
ALT
AL
AKR
A/G
ADJ
ADH
ADD
AD
ACS
ACP
ACFT
AC
AB
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
H
HB
HEIGHT
GS-GSP
GND
GR
GT
GV
GEN
GFP(M)
GL
GROUND
GRADE
CUBIC METER PER SECOND
CEMENT MASONRY UNIT
CORRUGATED METAL PIPE
CONTROL JOINT
CENTER LINE
CONSTRUCTION JOINT
CAST IRON PIPE
CAULKING
CHANNEL
L
BOTTOM
BOTH SIDES
CAPACITY
CONDUIT
BLOW-OFF
BUILDING(S)
BRICK
BLOCK
FD
FIN OR FNSH
FOR
FW
FOS
FL
FHY
FDN
FINISH
EXIST
EW
EXT
ENT
EST
ETC
EXP JT
NOMENCLATURENOMEN
O TO O
PC
PCC
P
PAV
OUTL
OD
ORIG
O/H
OPNG
OPTL
O(.)C(.)
OA
OUT TO OUT
POINT OF CURVATURE
POLE
PAVEMENT
OUTLET
OUTSIDE DIAMETER
ON CENTER
ORIGINAL
OVERHEAD
OPENING
OPTIONAL
OVERALL
NO(.) OR #
NGL
MTG
NIC
MJ
N
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
EL
ELEC
EMH
ENCL
ENGRG
E
EA
ECL
EAST
EACH
DSGN
DWEL
DWG(S)
DPW
DN
DP
DR
DESIGN
DOWN
DROP
ASBESTOS CONTAINING
ASBESTOS CEMENT PIPE
MATERIAL
AREA DRAIN
ASPHALTIC CONCRETE
ANCHOR BOLT
ADDITION
ACCESS
AIRCRAFT
DIAG
DIM
DI-DIP
DISTR
DL
D
DET(S)
DF
DIA
DIAGRAM
DEPTH
IJ ISOLATION JOINT
KSC
L
M
LONG
LYT
LG
L
INVT
KPH
JT
IS
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
IE
ID
HW
HP
HM
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
AT
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
ST
STA
SST
SQ
SQUARE METER
SLOPE
SIMILAR
SHEET
SEWER LINE
SM, M2
SP
SOLV
SMH
SLP, S
SIM
SHT
SL
L
P
XFMR
SURFACE CLEANOUT
REINFORCING BAR
SHOULDER
SOUTH
SCALE
SADDLE
SECTION
RAW WATER, RETAINING WALL
SC
SHLDR
SCO
SDL
SECT
RW
S
REPLACE
REQUIRED
REVIEW, REVISE
ROOM
REPAIR
RECTANGULAR
REFERENCE
RELOCATED
REPL
REQ’D
REV
RM
RPR
RE-BAR
RECT
REF
RELOC
W/O
WWM
WTR
WT
WP
WM
WLD
WH
WL
WD
W/
W
WITH
VERT
VEL
VB
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
R
PARTITION
POWER
QUANTITY
PWR
PT
Q
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
PP
PRV
PROJ
PRESS
PREFAB
PERM
PG
PNT
PI
STWY
SUSP
SW
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
S
U/GA/G
23.60
S
B95-359
EL 88.06
NORTH DIRECTIONAL ARROW
A/G & U/G FUEL OIL STORAGE TANK
EVERGREEN OR DECIDUOUS TREE
D200 S
S
A
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
N
RC RETAINING WALL
D200
D200 S
Wx D200
Wx D150
A
RWx
D200 S
D200
D200 S
S
D200 D200
D SDx D600
D
SDx D600
SI SDx D600
SI
Sx
Wx D150
Wx D150
Wx D150
Wx D150
DRAIN LINE W/ JUNCTION BOXSDx D600
JB SDx D600
JB
Sx
SxSx
Wx D150
Wx D150
Wx D150
Wx D150
Sx Sx
Sx Sx
XX
DRAIN LINE W/ CURB INLETSDx D600
CI SDx D600
CI
AND EXISTING GROUND ELEVATION
W/ BORING NUMBER
LOCATION OF SOIL BORING
Gx D50
Gx D50
NATURAL GAS LINE
23.60
S-1504
W D150
RW
D150 W A
D150 W
W D150
W D150
SS
SS
D200
SS
ST
GT
W
W
W
X
D150
D200
D200
SD
D600
SD
D600
SI
SD
D600
SD
D600
CI
CP
J
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
CO
S
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
SCOPE OF WORK:
REPAIR AND MAINTENANCE WORK:
1 REPAIR BY REPLACEMENT OF EXISTING ASPHALTIC CONCRETE PAVEMENT WITH NEW.
2 REPAIR BY REPLACEMENT OF EXISTING CONCRETE SIDEWALK WITH NEW.
NEW CONSTRUCTION WORK:
COAGULATING SEDIMENTATION BUILDING.
PROVIDE NEUTRALIZATION, COAGULATION AND FLOCCULATION AGITATOR IN THE
COAGULATING SEDIMENTATION BUILDING.
PROVIDE COHESIVE AGENTS TANKS WITH MIXING AGITATORS AND PUMPS IN THE
SEDIMENTATION BUILDING.
PROVIDE SEDIMENTATION TANK WITH SLUDGE PUMP IN THE COAGULATING
3 REPAIR BY REPLACEMENT OF EXISTING GRAVEL PAVEMENT WITH NEW.
4 REPAIR BY REPLACEMENT OF EXISTING CONCRETE CURB WITH NEW.
FITTINGS TO COAGULATING SEDIMENTATION BUILDING.
PROVIDE 50MM DIAMETER WATER LINE, TAPPING SLEEVE WITH TAPPING VALVE AND
5 PROVIDE 150MM DIAMETER SEWER LINE TO COAGULATING SEDIMENTATION BUILDING.
N O
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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
Y
D P
W
U S
A G -R
E D C
L O
U D A
R E
A I
K O
R E
A
B L
D G S -1
R L F
C C
P C
A S
E Y
F E
W R
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P A
IR
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E P
L A
C E S
E W
A G
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L A
N T
(B L
D G
R L F
C
Y
IC
H
SHOP DRAWINGS.
DETAILED SEQUENCE OF OPERATION AND FLOW CONTROL TO BE MANUFACTURER�S STANDARD AND SHALL BE SUBMITTED WITH THE EQUIPMENT
CONTROL SYSTEM
STANDARD (KEGS), USFK REGULATION 201-1, DATED 18 JUNE 2012
TREATED WATER SHALL MEET OR NOT EXCEED ALL OF THE REQUIREMENTS OF SEWERAGE ACT OF THE KOREAN ENVIRONMENTAL GOVERNING
SEWAGE PLANT DESIGN CRITERIA
GENERAL
8. CONCRETE REMOVAL AND RESTORATION SHALL CONFORM TO SPECIFICATION.
7. SOME DETAILS SHOWN ON THIS CONTRACT DRAWINGS MAY NOT MATCH EXACTLY FILED 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.
SEWAGE TREATMENT
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
AND THE O&M MANUAL.
6. WASTE WATER TREATMENT SYSTEM SHALL BE TESTED IN ACCORDANCE WITH THE FINAL MANUFACTURER SPECIFICATIONS/REQUIREMENTS
IT SHALL INCLUDE AN INDEX PRECEDING EACH SUBMITTAL.
EQUIPMENT, COMPONENT, AND SUBASSEMBLY LEVEL.
THE CONTRACTOR SHALL ORGANIZE AND PRESENT INFORMATION IN SUFFICIENT DETAIL TO CLEARLY EXPLAIN O&M REQUIREMENT AT THE SYSTEM, 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.
C-002
G E
N E
R A
L N
O T
E S O
F W
A S
T E
W A
T E
R P
L A
T
CONC CURB
Q,TYDESCRIPTIONS REMARKS
REMOVAL SCHEDULE
AC PAVEMENT M2
8 M APPROX
REMOVAL PLAN
SCALE 1:100 4m210
SCALE: 1:100
R E
M O
V A
L P
L A
N
CD101
20 M2
67 M2
ON THE CONTRACT DOCUMENTS REQUIREMENTS.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL QUANTITIES BASED
2. QUANTITIES SHOWN ARE APPROXIMATE AND ARE FOR BID PURPOSES ONLY, THE
1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.
NOTES;
CONC SIDEWALK3
GRAVEL PAVEMENT4
N
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
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D W
N B
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C K
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D E
S
IG
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D B
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D E
S C
R
IP
T
IO
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D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
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P L
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C A
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D A
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D E
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P P
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D A
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C O
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C T N
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Sheet of
S E
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ID
A
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IMCOM
E N
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IN
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IN
G D
IV
IS
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A R
M Y G
A R
R
IS
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D C
L O
A D
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A R
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E D S
T A
T
N A
G E
M E
N T C
O M
M A
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U S A
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N S
T A
L L
A T
P A
R T
M E
N T O
F T
H E A
R M
Y
D P
W
U S
A G -R
E D C
L O
U D A
R E
A I
K O
R E
A
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
IR
R
E P
L A
C E S
E W
A G
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L A
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(B L
D G
R L F
C
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IC
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S
S-1264
S-1263
S-1262
A C P
A V
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E
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
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D W
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D B
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D E
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D B
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D E
S C
R
IP
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
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P L
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C A
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P L
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A T
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D A
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M A
R K
D E
S C
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P P
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D A
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C O
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Sheet of
S E
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ID
A
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IMCOM
E N
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IN
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IN
G D
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IS
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A R
M Y G
A R
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IS
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D C
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T A
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N A
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N T C
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M A
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U S A
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N S
T A
L L
A T
P A
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M E
N T O
F T
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D P
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A G -R
E D C
L O
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A I
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B L
D G S -1
R L F
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L A
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E W
A G
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L A
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(B L
D G
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C
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IC
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UTILITY PLAN
SCALE 1:100 4m210
SCALE: 1:100
U T
IL
IT
Y P
L A
N
CU101
2. FOR WATER & SEWER LINE PROFILES, SEE SHEET NO. CU201.
1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.
NOTES;
2-CONC THRUST BLOCK
1-150X50mm REDUCER
1-150mm TAPPING VALVE W/ BOX
1-150X150X150mm TAPPING SLEEVE
CONN TO EXIST 150mm DIA WL
STA 0+00 WL "A"
1-50mm X 1/4 BEND
STA 0+01.29 WL "A"
CONN TO BLDG
STA 0+17.52 WL "A"
OUTL INVT EL 67.00
TOP EL 68.50
1-SCO
CONN TO BLDG
STA 0+13.16 SL "A"
OUTL INVT EL 66.34–
INL INVT EL 66.37–
INL INVT EL 66.37(SL "A")
TOP EL 68.50–
CONN TO EXIST SMH
STA 0+00 SL "A"
EXIST 150mm DIA WATER LINE
EXIST 25mm DIA WATER LINE m m D
IA
S
L
A m m D
IA
W
L
A
N
APPROX. A = 26 M2
REPLACE EXIST AC PAVEMENT
APPROX. L = 3 M
REPLACE EXIST CONC CURB
APPROX. A = 4 M2
REPLACE EXIST CONC SIDEWALK
APPROX. A = 29 M2
REPLACE EXIST GRAVEL PAVEMENT
FNSH FL EL 68.65
SEDIMENTATION BLDG
COAGULATING
APPROX. A = 24 M2
CONC SIDEWALK
REPLACE EXIST
APPROX. A = 4 M2
REPLACE EXIST AC PAVEMENT
APPROX. L = 1 M
REPLACE EXIST CONC CURB
APPROX. A = 12 M2
REPLACE EXIST GRAVEL PAVEMENT
� � � � � � � � � � � � � � � � � � � � � � � � 0.7M W CONC DITCH W/STEEL GRATINGS
S
S-1264
S-1263
S-1262 W
C O
A/G
OIL TANK
A C P
A V
E M
E
L
IC
IT
A T
IO
N N
O
F
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A M
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D W
N B
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D B
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D E
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D B
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D E
S C
R
IP
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
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P L
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D A
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D E
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N A
P P
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D A
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C O
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Sheet of
S E
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ID
A
P R
IMCOM
E N
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IN
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IN
G D
IV
IS
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D P
W
A R
M Y G
A R
R
IS
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D C
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A D
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T A
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N A
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M E
N T C
O M
M A
N D
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T A
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A T
P A
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N T O
F T
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D P
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A G -R
E D C
L O
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A I
K O
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A
B L
D G S -1
R L F
C C
P C
A S
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F E
W R
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P A
IR
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L A
C E S
E W
A G
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L A
N T
(B L
D G
R L F
C
Y
IC
H
VERT 1 : 20
HORIZ 1 : 100SCALE
PROFILE - SEWER LINE "A"
VERT 1 : 20
HORIZ 1 : 100SCALE
PROFILE - WATER LINE "A"
REPLACE EXIST CONC SIDEWALK
CONC SIDEWALK
REPLACE EXIST
REPLACE EXIST GRAVEL BED
GRAVEL BED
REPLACE EXIST
FNSH FL EL 68.65
SEDIMENTATION BLDG
COAGULATING
2-CONC THRUST BLOCK
1-150X50mm REDUCER
1-150mm TAPPING VALVE W/ BOX
1-150X150X150mm TAPPING SLEEVE
CONN TO EXIST 200mm DIA WL
STA 0+00 WL "A"
1-50mm X 1/4 BEND
STA 0+01.29 WL "A"
CONN TO BLDG
STA 0+17.52 WL "A"
EXIST 150mm DIA SL
EXIST 200mm DIA SL
L=12 .56M @
4.82
150mm D
IA S
L "A
FNSH FL EL 68.65
SEDIMENTATION ASSEMBLY
COAGULATING
CONC CURB
REPLACE EXIST
OUTL INVT EL 67.00
TOP EL 68.50
1-SCO
CONN TO BLDG
STA 0+13.16 SL "A"
OUTL INVT EL 66.34–
INL INVT EL 66.37–
INL INVT EL 66.37(SL "A")
TOP EL 68.50–
CONN TO EXIST SMH
STA 0+00 SL "A"
AC PAVEMENT
REPLACE EXIST
0.8m0.40.20
SCALE: 1:20
4m210
SCALE: 1:100
W A
T E
R S
E W
E R L
IN
E P
R O
F
IL
E
CU201
L
IC
IT
A T
IO
N N
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F
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A M
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D W
N B
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C K
D B
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D E
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D B
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D E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
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A P
P R
NUMBER
IDENTIFICATION
SHEET
D A
T E
F
IL
E N
U M
B E
R
S
IZ
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S U
B M
IT
T E
D B
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P L
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C A
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P L
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D A
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D E
S C
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P P
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D A
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Sheet of
S E
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G D
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M Y G
A R
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IS
O N
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D C
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A D
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U N
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T A
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N A
G E
M E
N T C
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M A
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T A
L L
A T
P A
R T
M E
N T O
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A G -R
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L O
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A I
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P C
A S
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F E
W R
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P A
IR
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C E S
E W
A G
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L A
N T
(B L
D G
R L F
C
Y
IC
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COAGULATING SEDIMENTATION INSTALLATION PLAN
SCALE 1:100 4m210
SCALE: 1:100
N
C O
A G
U L
A T
IN
G S
E D
IM
E N
T A
T
IO
N I
N S
T A
L L
A T
IO
N P
L
DI101
1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.
NOTE;
EXIST BFS SLUDGE COLLECTOR
EXIST UMBR DISTRIBUTER
EXIST FLOW CONTROLLER
EXIST SLUDGE STORAGE BASIN
EXIST 1ST FLOW EQUALIZATION BASIN
EXIST 2ND FLOW EQUALIZATION BASIN
1B
DI102
1A
DI102
AND FLOCCULATION AGITATOR
PROVIDE NEUTRALIZATION, COAGULATION
MIXING AGITATORS AND PUMPS
PROVIDE COHESIVE AGENTS TANKS WITH
SLUDGE PUMP
PROVIDE SEDIMENTATION TANK WITH
PROVIDE SLUDGE OUTLET PIPE(65MM, STS304)3
PROVIDE OUTLET PIPE(150MM, STS304)1
EXIST LIFT STATION
AND INLET PIPE(100MM, STS304)
PROVIDE TWO GATE VALVE(100MM, STS304)
� � � � � � � � � � � � � � � � � � � � � � � � 0.7M W CONC DITCH W/STEEL GRATINGS
S
S-1264
S-1263
S-1262
UP
OIL TANK
A C P
A V
E M
E
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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D B
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D E
S
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D B
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D E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
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P L
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D A
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R K
D E
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C O
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Sheet of
S E
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IMCOM
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G D
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D P
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A R
M Y G
A R
R
IS
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D C
L O
A D
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R S
U N
IT
E D S
T A
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N A
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M E
N T C
O M
M A
N D
U S A
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N S
T A
L L
A T
P A
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M E
N T O
F T
H E A
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Y
D P
W
U S
A G -R
E D C
L O
U D A
R E
A I
K O
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A
B L
D G S -1
R L F
C C
P C
A S
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F E
W R
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P A
IR
R
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L A
C E S
E W
A G
E P
L A
N T
(B L
D G
R L F
C
Y
IC
H
COAGULATING SEDIMENTATION INSTALLATION SECTION
SCALE 1:100 4m210
SCALE: 1:100
N
DI102
NOTES;
EXIST 2ND FLOW EQUALIZATION BASIN
EXIST 1ST FLOW EQUALIZATION BASIN
EXIST SLUDGE STORAGE BASIN
IN
S
T A
L L
A T
IO
N S
E C
T
IO
N
C O
A G
U L
A T
IN
G S
E D
IM
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T A
T
IO
N
COAGULATING TANK
COAGULATING SEDIMENTATION ASSEMBLY
SEDIMENTATION TANK
COAGULATING TANK1
COAGULATING SEDIMENTATION ASSEMBLY1
1A
SECTION
1B
SECTION
H
L
H
L
H
L
H
L
H
L
H
L
H
L
L
L
IC
IT
A T
IO
N N
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F
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A M
E
D W
N B
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C K
D B
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D E
S
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D B
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D E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
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C A
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D A
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D E
S C
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N A
P P
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D A
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C O
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C T N
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Sheet of
S E
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IMCOM
E N
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E E
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IN
G D
IV
IS
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D P
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A R
M Y G
A R
R
IS
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D C
L O
A D
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A R
T E
R S
U N
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E D S
T A
T
N A
G E
M E
N T C
O M
M A
N D
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T A
L L
A T
P A
R T
M E
N T O
F T
H E A
R M
Y
D P
W
U S
A G -R
E D C
L O
U D A
R E
A I
K O
R E
A
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
IR
R
E P
L A
C E S
E W
A G
E P
L A
N T
(B L
D G
R L F
C
Y
IC
H
MM M
LIFT STATION(EXIST)
RAW WATER
100MM, STS304
2ND FLOW
EQUALIZATION BASIN (EXIST)
1ND FLOW
EQUALIZATION BASIN (EXIST)
200A M M
A
125A-ES-STS
A -E
S -S
T S
UMBR
M
(EXIST)
SLUDGE STORAGE BASIN
DISPOSAL
P M
PGPG
P M
CONN TO FLOW EQUALIZATION BASIN
A
A
A
PUMP A/B
SLUDGE FULL-OUT
AERATION BASIN(EXIST)
200A 200A
SETTLING BASIN
80MM, STS304
pH
NAOH TANK
PUMP
LG
1ª� 2L/MINx50mHx1/4HP, 208V
15A-PE
M pH pH
LAMELLA SETTLER
8.3M3/HR
AL2(SO4)3 TANK
PUMP
LG
1ª� 2L/MINx50mHx1/4HP, 208V
15A-PE
M
M M S
T S
M M S
T S
POLYMER TANK
PUMP
LG
1ª� 2L/MINx50mHx1/4HP, 208V
15A-PE
M
65A
M M S
T S
P
M
PG
PG
P
M
65A
65A
65A
SLUDGE PUMP
2HP, 208V
(EXIST)
(EXIST)
M M S
T S
120RPM X 1HP
AGITATOR
NEUTRALIZATION
120RPM X 1HP
AGITATOR
COAGULATION
90RPM X 1HP
AGITATOR
FLOCCULATION
STS304
100MM,
DI103
P R
O C
E S
S F
L O
W D
IA
G R
A M
QTYITEM
E Q U I P M E N T S C H E D U L E
DESCRIPTION
CHEMICAL SETTLER
LTD, PCS-40" OR APPROVED EQUAL.
SYSTEM SHALL BE SIMILAR TO "K-PACK KOREA CO.,
CAPACITY : 8.3M3/HR
ACCESSORIES.
CONTROL PANEL AND ALL STANDARD EQUIPMENT AND
SEDIMENTATION TANK AND SLUDGE PUMP AND
CHEMICAL TANK AND CHEMICAL FEED PUMP,
FLOCCULATION TANK, AGITATOR, PH METER AND
PROVIDE NEUTRALIZATION TANK, COAGULATION TANK,
LAMELLA SETTLERSYSTEM
SETTLER
CHEMICAL
PROCESS FLOW DIAGRAM
NOT TO SCALE
(SUBMIT SHOP DRAWING FOR THE CONTROL SYSTEM WITH CONTROL DIAGRAM)
AGITATOR SHALL BE OPERATED AUTOMATICALLY BY PH CONTROL SYSTEM.
2. THE CONTRACTOR SHALL PROVIDE PH METER AT EACH AGITATOR AND
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
Sheet of
S E
T
ID
A
P R
IMCOM
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
D P
W
A R
M Y G
A R
R
IS
O N
R E
D C
L O
A D
Q U
A R
T E
R S
U N
IT
E D S
T A
T
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
Y
D P
W
U S
A G -R
E D C
L O
U D A
R E
A I
K O
R E
A
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
IR
R
E P
L A
C E S
E W
A G
E P
L A
N T
(B L
D G
R L F
C
Y
IC
H
H
L
H
L
H
L
H
L
H
L
H
L
H
L
H
L
UP UP
4700 2100.908 2150
8950.908
.9
.9
.9
.9
1A
PLAN
1C
FRONT VIEW
1B
LEFT SIDE VIEW
1 2 3
4 4
COAGULATION AGITATOR
FLOCCULATION AGITATOR
CHEMICAL TANK(LADDER)
NEUTRALIZATION AGITATOR
NO. DESCRIPTION Q’TY SIZE REMARK
5 MIXING AGITATOR
CHEMICAL PUMP
7 SLUDGE PUMP
EQUIPMENT SCHEDULE
120RPM X 1HP
1M3
1/4HP
6 5 6 5 6
120RPM X 1HP
90RPM X 1HP
120RPM X 1HP
2HP
3P X 208V
3P X 208V
3P X 208V
3P X 208V
3P X 208V
3P X 208V
STS PIPE F32
CHANNEL
STS PIPE F25
100X50X5X7.5T
ANGLE
100X100X10T
I-BEAM
I200X150X9/16T
I-BEAM
I200X150X9/16T
PE
PIPE(100MM, STS304)
PIPE(65MM, STS304)
TO EXIST SLUDGE STORAGE BASIN
PIPE(100MM, STS304)
FROM LIFT STATION
PIPE(100MM, STS304)
FROM LIFT STATION
PIPE(100MM, STS304)
STS PIPE F25
STS PIPE F32
TO EXIST 1ND FLOW EQUALIZATION BASIN
PIPE(150MM, STS304)
D-501
COAGULATING SEDIMENTATION ASSEMBLY DETAILS
NOT TO SCALE
SS400 WITH EPOXY PAINT.
2. HANDRAIL MATERIAL SHALL BE STS304, WALKWAY & TANK MATERIAL SHALL BE
1. FOR GENERAL NOTES, LEGEND AND SCOPE OF WORK SEE SHEET C-001.
NOTES;
C O
A G
U L
A T
IN
G S
E D
IM
E N
T A
T
IO
N A
S S
E M
B L
Y D
E T
A
IL
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
Sheet of
S E
T
ID
A
P R
IMCOM
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
D P
W
A R
M Y G
A R
R
IS
O N
R E
D C
L O
A D
Q U
A R
T E
R S
U N
IT
E D S
T A
T
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
Y
D P
W
U S
A G -R
E D C
L O
U D A
R E
A I
K O
R E
A
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
IR
R
E P
L A
C E S
E W
A G
E P
L A
N T
(B L
D G
R L F
C
Y
IC
H
100 1500 1500 1500 100
H
L
H
L
H
L
10015001499.9981499.99699.997
100A PIPE, STS304
150A PIPE, PVC
1A
TOP PLAN
1B
BOTTOM VIEW
1C
SECTION
NEUTRALIZATION AGITATOR
120RPM X 1HP
COAGULATION AGITATOR
120RPM X 1HP
FLOCCULATION AGITATOR
90RPM X 1HP
NEUTRALIZATION TANK COAGULATION TANK FLOCCULATION TANK
0 1
D-502
COAGULATING TANK DETAILS
NOT TO SCALE
1. FOR GENERAL NOTES, LEGEND AND SCOPE OF WORK SEE SHEET C-001.
NOTES;
C O
A G
U L
A T
IN
G T
A N
K D
E T
A
IL
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
Sheet of
S E
T
ID
A
P R
IMCOM
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
D P
W
A R
M Y G
A R
R
IS
O N
R E
D C
L O
A D
Q U
A R
T E
R S
U N
IT
E D S
T A
T
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
Y
D P
W
U S
A G -R
E D C
L O
U D A
R E
A I
K O
R E
A
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
IR
R
E P
L A
C E S
E W
A G
E P
L A
N T
(B L
D G
R L F
C
Y
IC
H
4 8
1A
PLAN
1B
INLET SIDE VIEW
1C
FRONT VIEW
1D
OUTLET SIDE VIEW
BODY SUPPORT
PLATE PACK GUIDE
FIXING PIPE OF PACK
BODY
NO. DESCRIPTION Q’TY SIZE MATERIAL
STS304
5 PLATE PACK
INFLUENT DISTRIBUTOR
7 BAFFLE
8 EFFLUENT WEAR
EQUIPMENT SCHEDULE
PLATE 3T
50AX3
DISTANCE 30MM
100A
STS304
STS304
STS304
FRP
STS304
STS304
STS304
80X8T
STORAGE BASIN
CONN TO EXIST SLUDGE
BOTTOM SLUDGE 80A
100A
INFLUENT
150A
EFFLUENT
150A
EFFLUENT
D-503
SEDIMENTATION TANK DETAILS
NOT TO SCALE
S E
D
IM
E N
T A
T
IO
N T
A
K
T A
IL
S
1. FOR GENERAL NOTES, LEGEND AND SCOPE OF WORK SEE SHEET C-001.
| C 001 RS |
| C 002 RS |
| CD 101 RS |
| CU 101 RS |
| CU 201 RS |
| DI 101 RS |
| DI 102 RS |
| DI 103 RS |
| D 501 RS |
| D 502 RS |
| D 503 RS |
| Sewage Plant_Casey.pdf |
| C-001 CS |
| C-002 CS |
| CD 101 CS |
| CU101 CS |
| CU201 CS |
| CU 202 CS |
| DI 101 CS |
| DI 102 CS |
| DI 103 CS |
| DI 104 CS |
| DI 105 CS |
| DI 106 CS |
| DI 107 CS |
| DI 108 CS |
| DI 109 CS |
| DI 110 CS |
| DI 111 |
| D 501 CS |
| D 502 CS |
| D 503 CS |
| D 504 CS |
| D 505 CS |
| D 506 CS |
| D 507 CS |
| D 508 CS |
| D 509 CS |
| D 510 CS |
File details come from the government source that posted it. Updated .