ZJX 1509594 FINAL DRAWINGS STAPLED.pdf
PDF 5 MB Posted
- Attached to
- Replace Sewage and Storm Water Lift Stations and Piping at Jacksonville ARTCC (ZJX) in Hilliard, FL
- Solicitation number
- FAAAAQ540-15909594
About this file
This document is a set of drawings for a federal solicitation to replace the sewage and storm water lift stations and associated piping at the Jacksonville Air Route Traffic Control Center (ARTCC) in Hilliard, Florida.
The key details are:
- The solicitation number is FAAAAQ540-15909594 and the requirement is set aside for small businesses under NAICS code 237110 with a size standard of $45.0 million.
- The project is estimated to cost between $500,000 to $1,000,000 and will require payment and performance bonds.
- A site visit is scheduled for March 26, 2024, and all requests for information must be submitted in writing at least 5 days prior to the proposal due date of April 30, 2024.
- The drawings provide details on the location, demolition, and installation of new sewage and storm water lift stations and associated piping and electrical equipment in the administration and automation wings of the facility.
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Text version
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
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FLORIDA
FLORIDA
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NASSAU
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AIA
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CALLAHAN
DUVAL
JACKSONVILLE
BRYCEVILLE
HILLIARD
FOLKSTON
NASSAU
RIVER
ST
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JACKSONVILLE
INTERNATIONAL
AIRPORT
ATLANTIC
OCEAN
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LIFT STATIONS AND PIPING
REPLACE SEWAGE AND STORM WATER
ZJX/ARTCC - (JACKSONVILLE) HILLIARD, FLORIDA
IS
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04/11/2024
MGR: ENGINEERING CENTER
HILLIARD
ZJX-1509594-G001
KH
TR
ARTCC
REPLACE SEWAGE AND STORM WATER
LIFT STATIONS AND PIPING
COVER SHEET AND VICINITY MAP
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ENROUTE/FSS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA
C O
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JACKSONVILLE CENTER
THIS DRAWING PRODUCED ON ASO REGION CAD SYSTEM
PROJECT ENGINEER
1509594
FL
HILLIARD, FLORIDA
VICINITY MAP
LOCATION
PROJECT
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___A012
_3___
___A010
_A___
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___A010_____
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8_____
FIN_FLR_________
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___C-C
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FLOOR_EL._10.50'__
NO
Sb_
L1
DP-1
+90"
J
J
(15)
VFD
3P
DRAWING LIST
STANDARD ABBREVIATIONS
S
T
U
N
O
R
V
W
X
P
D
E
FA
B
C
G
K
L
M
H
I
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GENERAL LEGEND PLUMBING LEGEND ELECTRICAL LEGEND
AHU____
200____
V
SS
TO BOTTOM OF PIPE
BRANCH CONNECTION
POSITION OPEN/CLOSED
BALL VALVE WITH NORMAL
OR PIPING BELOW GROUND
SANITARY VENT
TO TOP OF PIPE
BRANCH CONNECTION
OR PIPING ABOVE GROUND
SANITARY SEWER/WASTE
FD
SIZE TYPE
YARD HYDRANTY
TRANSFORMERXFMR
TRANSFERXFER
WELDED WIRE FABRICWWF
WITHOUTW/O
WATER COLUMNWC
WET BUILD TEMPERATUREWB
WITHW/
WATTSW
VIBRATION SENSORVS
VERIFY IN FIELDVIF
VARIABLE FREQUENCY DRIVEVFD
VERTICALVERT
VOLUME DAMPERVD
VINYL COMPOSITE TILEVCT
VARIABLE AIR VOLUME TERMINALVAV
VENT OR VOLTSV
UNLESS NOTED OTHERWISEUNO
UNIT HEATERUH
TYPICALTYP
TEMPERATURE SENSORTS
TRANSVERSETRANS
TOP OF PIPETOP
TOP OF DUCTTOD
TEMPERATURE INDICATORTI
TEMPERATURETEMP
THERMOSTATT
STRUCTURESTR
STANDARDSTD
SANITARY SEWERSS
SPECIFICATIONSSPEC
SIMILARSIM
SUPPLY FANSF
SMOKE DAMPERSD
SCHEDULESCH
SOUND ABSORBING PANELSAP
SUPPLY AIRSA
REFRIGERANT VENTRV
REVOLUTIONS PER MINUTERPM
REHEAT COILRHC
RIGID GALVANIZED STEELRGS
REVISION OR REVERSEREV
REQUIREDREQ'D
REINFORCINGREINF
REFERENCEREF
RECEPTACLEREC
REFLECTED CEILING PLANRCP
RETURN AIRRA
RADIUSR
POUNDS PER SQUARE INCHPSI
POUNDS PER SQUARE FOOTPSF
PRESSURE SENSORPS
PRESSURE REDUCING VALVEPRV
POINT OF CONNECTIONPOC
PRESSURE INDICATORPI
PREHEAT COILPHC
PHASEPH
OUTSIDE DIAMETEROD
ON CENTEROC
OUTSIDE AIROA
NOT TO SCALENTS
NATIONAL PIPE THREADNPT
NOMINALNOM
NORMALLY OPENNO
NOT IN CONTRACTIC
NORMALLY CLOSEDNO
MINIMUMMIN
MANUFACTURERMFG
MOTOR CONTROL CENTERMCC
MAIN CIRCUIT BREAKERMCB
1000 BTU PER HOURMBH
MAXIMUMMAX
LIQUIDTIGHT FLEX METAL COND.LFMC
LEAVING WATER TEMPERATURELWT
POUNDSLBS
LEAVING AIR TEMPERATURELAT
KILOWATTSKW
KILOVOLT AMPEREKVA
JB JUNCTION BOX
INDUSTRIAL WATERIW
INVERTINV
INCHIN
INSIDE DIAMETERID
HERTZHZ
HEATING WATER SUPPLYHWS
HEATING WATER RETURNHWR
HW CIRCULATION LOOPHWC
DOMESTIC HOT WATERHW
HUMIDIFIERHU
HEAT TRACE ELEMENTHTE
HUMIDITY SENSORHS
HOURHR
HORSE POWERHP
HEATING COILHC
HOSE BIBBHB
GATE VALVEGV
GALLONS PER MINUTEGPM
GALLONS PER HOURGPH
GROUNDGND
GROUND FAULT INTERRUPTERGFI
GALVANIZEDGALV
GAUGEGA
NATURAL GASG
FIRE WATERFW
FEETFT
FEET PER MINUTEFPM
FLOW METER/SENSORFM
FLANGEFLG
FINISHED FLOOR ELEVATIONFFE
FIRE/SMOKE DAMPERFD/SD
FIRE DAMPER OR FLOOR DRAINFD
FLOW CONTROL VALVEFCV
FAN COIL UNITFCU
ENTERING WATER TEMPERATUREEWT
ELECTRICAL METAL TUBINGEMT
ELECTRIC/ELECTRICALELEC
ELEVATIONELEV
EXHAUST FANEF
ENTERING AIR TEMPERATUREEAT
DP SENSORDPS
DIFFERENTIAL PRESSUREDP
DIGITAL OUTPUTDO
DOWNDN
DISCONNECTDISC
DIAMETERDIA
DUCTILE IRONDI
DIRECT DIGITAL CONTROLDDC
DIRECT CURRENTDC
DOUBLEDBL
DRY BULB TEMPERATUREDB
DRAIND
CHILLED WATER SUPPLYCWS
CHILLED WATER RETURNCWR
DOMESTIC COLD WATERCW
CONDENSING UNITCU
COOLING TOWER WATER SUPPLYCTS
WATER RETURN
CENTER OR COOLING TOWERCTR
REPRESENTATIVE
CONTRACTING OFFICERSCOR
CONTINUOUSCONT
CONNECTIONCONN
CONDENSATECOND
CONCRETECONC
COLUMNCOL
CLEAN OUTCO
CONCRETE MASONRY UNITCMU
CENTER LINECL
CIRCUITCKT
CIRCULATINGCIRC
CAST IN PLACECIP
CAST IRONCI
CUBIC FEET PER MINUTECFM
CONDENSATE DRAINCD
COOLING COILCC
BACK WATER VALVEBWV
BALL VALVEBV
BETWEENBTW
BTU PER HOURBTUH
BRITISH THERMAL UNITBTU
BASEMENTBSMT
BOTTOMBOTT
BOTTOM OF PIPEBOP
BOTTOM OF DUCTBOD
BUILDINGBLDG
BREAKERBKR
BUTTERFLY VALVEBFV
BACK FLOW PREVENTERBFP
BLIND FLANGEBF
AMERICAN WIRE GAUGE AWG
AUXILIARY AUX
ASSEMBLY ASSY
ARCHITECT/ARCHITECTURAL ARCH
APPROXIMATELYAPROX
ANALOG OUTPUT AO
AIR HANDLING UNIT AHU
AIR FLOW METER/SENSOR AFM
ABOVE FINISHED FLOOR AFF
ACCESS DOOR AD
ALTERNATING CURRENT AC
AMP A
DRAWING NO. REV. DATE DESCRIPTION
ZJX-1509594-E102
ZJX-1509594-E101
ZJX-1509594-M601
ZJX-1509594-M202
ZJX-1509594-M201
ZJX-1509594-M102
ZJX-1509594-M101
ZJX-1509594-G003
ZJX-1509594-G002
ZJX-1509594-G001
PANEL SCHEDULES
MCC-1A & 1B ONE-LINE DIAGRAMS
LIFT STATION PUMP SCHEDULE AND POINTS LIST
AUTOMATION WING LIFT STATION ELEVATIONS
ADMIN WING LIFT STATION ELEVATIONS
AUTOMATION WING LIFT STATION LOCATION PLAN
ADMIN WING LIFT STATION LOCATION PLAN
CONSTRUCTION STAGING PLAN
DRAWING INDEX, LEGEND AND ABBREVIATIONS
COVER SHEET AND VICINITY MAP
S
AAV
OR
(VALVE TYPE VARIES)
MOTOR OPERATED CONTROL VALVEM
ELEVATION SHOWN
DARKEN ARROW INDICATES
DESIGNATION
INTERIOR ELEVATION
ELEVATION NUMBER
ELEVATION IS DRAWN
SHEET ON WHICH
ELEVATION REFERENCE
ELEVATION DESIGNATION
SECTION CUT
SECTION IS CUT
SHEET WHICH
DETAIL DESIGNATION
SECTION DESIGNATION
DETAIL IS DRAWN
SHEET ON WHICH
DETAIL IS DRAWN
SHEET ON WHICH
DETAIL REFERENCE
REFERENCE
SECTION TITLE
SECTION DESIGNATION
IS DRAWN OR SCHEDULE
SHEET ON WHICH DETAIL
REFERENCE
DETAIL TITLE
DETAIL NUMBER
CONNECT TO EXISTING
LIMIT OF DEMOLITION
CONTRACTOR, UON
DEMOLITION BY
NEW WORK, UON
EXISTING WORK, UON
ABOVE OR BEYOND
OUTLINE OF OBJECT
DUST PARTITION
MATCH LINE SYMBOL
ROOM NUMBER
(TRUE NORTH)
NORTH ARROW
GRAPHIC SCALE
SYMBOL (PLAN)
ELEVATION
ELEVATION SYMBOL
BREAK LINES
COLUMN LINE GRID DESIGNATION
UNION
STRAINER WITH BLOWDOWN VALVE
BALANCING VALVE
ISOLATION VALVE
CHECK VALVE
TEMPERATURE INDICATOR
PUMP
PIPING TO BE DEMOLISHED
NEW PIPING
EXPANSION JOINT
FLUID FLOW DIRECTION
AIR ELIMINATOR
TEST COCK (PETE'S PLUG)
PRESSURE INDICATOR WITH COCK
AUTOMATIC AIR VENT
MANUAL AIR VENT
PIPE TURNING UP
PIPE TURNING DOWN
INDICATOR
THERMOWELL WITH TEMPERATURE
ECCENTRIC REDUCER
CAPPED PIPE/OUTLET
SEGMENTED BALL VALVE
PLUG VALVE
BALL VALVE
FLOOR DRAIN
CAPPED PIPE/OUTLET
CONCENTRIC REDUCER
PIPE TURNING DOWN
PIPE TURNING UP
NUMBER
EQUIPMENT DESIGNATION
SYMBOL
DESCRIPTIONSYMBOL DESCRIPTIONSYMBOL
4' 0 4' 8'
SCALE: 1/4" = 1'-0"
CONDUIT UP
CONDUIT DOWN
MULTIPLE POLE BREAKERS.
IN THE PANEL. NUMBERS SEPARATED BY COMMAS INDICATE
DESIGNATION AND NUMBER INDICATE THE CIRCUIT LOCATION
HOMERUN TO PANELBOARD. LETTERS INDICATE PANEL
SAME AS BRANCH CIRCUIT USING 3/4" LFMC CONDUIT, UON
CEILING OR WALL SPACE
SAME AS BRANCH CIRCUIT- EXCEPT CONCEALED IN OR ABOVE
MORE THAN 3 IN A CONDUIT
CROSS MARKS DENOTE NUMBER OF WIRES WHEN THERE ARE
1 #12 GROUND, UON
BRANCH CIRCUIT- EXPOSED, 3/4" C, WITH 2 #12 WIRES PLUS
DEVICE (UON)
MOUNTING HEIGHTS SHOWN WITH SYMBOL TO CENTER OF
SURFACE MOUNTED 208Y/120 VOLT PANELBOARD
SURFACE MOUNTED 480Y/277 VOLT PANELBOARD
COVER PLATED (UON)
JUNCTION BOX, CEILING MOUNTED EXPOSED WITH BLANK
COVER PLATED (UON)
JUNCTION BOX, WALL MOUNTED EXPOSED WITH BLANK
VARIABLE FREQUENCY DRIVE FOR AHU UNIT
(15)= FUSE SIZE
30 = SWITCH SIZE
60" A.F.F. TO DISCONNECT HANDLE, U.O.N.
ENCLOSURE
600V, 3-POLE, 3OA SWITCH, 30A FUSES, IN NEMA 1
FUSIBLE DISCONNECT SWITCH:
3P = FUSE SIZE
30 = SWITCH SIZE
60" A.F.F. TO DISCONNECT HANDLE, U.O.N.
600V, 3-POLE, 3OA SWITCH, IN NEMA 1 ENCLOSURE
NON-FUSIBLE DISCONNECT SWITCH:
USED, INDICATES SWITCH LEG, 48" AFF (UON)
SINGLE POLE SWITCH OUTLET. LOWERCASE SUBSCRIPT, WHEN
BATTERY PACK
EMERGENCY LIGHTING UNITS, WALL MOUNTED, WITH
FIXTURE TYPE
SURFACE/SUSPENDED FIXTURE - CAPTIAL LETTERS INDICATE
04/11/2024
04/11/2024
04/11/2024
04/11/2024
04/11/2024
04/11/2024
04/11/2024
04/11/2024
04/11/2024
04/11/2024
IS
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04/11/2024
MGR: ENGINEERING CENTER
HILLIARD
ZJX-1509594-G002
KH
TR
ARTCC
REPLACE SEWAGE AND STORM WATER
LIFT STATIONS AND PIPING
DRAWING INDEX, LEGEND AND ABBREVIATIONS
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ENROUTE/FSS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA
C O
N S
T R
U C
T
IO
N
JACKSONVILLE CENTER
THIS DRAWING PRODUCED ON ASO REGION CAD SYSTEM
PROJECT ENGINEER
1509594
FL
(PLAN NORTH)
NORTH ARROW
REV DESCRIPTION JCN
DATE
REDLINE
APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
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04/11/2024
MGR: ENGINEERING CENTER
HILLIARD
ZJX-1509594-G003
KH
TR
ARTCC
REPLACE SEWAGE AND STORM WATER
LIFT STATIONS AND PIPING
CONSTRUCTION STAGING PLAN
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ENROUTE/FSS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA
C O
N S
T R
U C
T
IO
N
JACKSONVILLE CENTER
THIS DRAWING PRODUCED ON ASO REGION CAD SYSTEM
PROJECT ENGINEER
1509594
FL
NOT TO SCALE
SITE PLAN
N
CONTROL WING
K
IN
G S F
E R R
Y R
O A D
BUILDING
SERVICE
POWER
BUILDING
SUPPORT
AUXILIARY
BLDG.
NCO
GUARDHOUSE
C O
U N
TY R
O
AD
N
O S-108
ADMINISTRATION WING
AUTOMATION WING
VISITOR PARKING
MAIN ENTRANCE
CONTRACTOR STAGING AREA
CONSTRUCTION TRAILER
CONSTRUCTION CONTRACTOR PARKING AREA
AREAS OF WORK
A.1
B.1
C.2
C.3
C.4
A.3
A.2
A.4
A.5
C.5
VEHICLES, PEDESTRIAN AND DELIVERIES TO SITE SHALL BE THROUGH MAIN ENTRANCE SECURITY GATE.
OFF-LIMITS FOR PARKING.
PARKING MUST BE LIMITED TO AREA INDICATED ON DRAWING. EXISTING PARKING SPACES AT ARTCC ARE
CONSTRUCTION ACCESSA.
A.6
DETERMINED AT THE PRECONSTRUCTION CONFERENCE.
WITH SITE PERSONNEL AND COR, IN CONJUNCTION WITH OTHER ON GOING PROJECTS. AT THE SITE AND SHALL BE
CONSTRUCTION ACCESS, PARKING, OFFICES AND EXTENT/SIZE OF CONSTRUCTION STAGING AREA SHALL BE COORDINATED
PARAPHRASE DIVISION 1 REQUIREMENTS AND ARE NOT INTENDED TO MODIFY OR REPLACE DIVISION 1 REQUIREMENTS.
THE MAJOR REQUIREMENTS STATED IN "DIVISION 1 GENERAL REQUIREMENTS" OF THE SPECIFICATIONS. THESE NOTES
THE FOLLOWING NOTES AND ACCOMPANYING "CONSTRUCTION STAGING PLAN" GRAPHICALLY REPRESENT MANY OF
CONSTRUCTION STAGING PLAN NOTES:
FAA PERSONNEL ACCESS TO OPERATIONAL EQUIPMENT MUST NOT BE IMPEDED BY ANY ACTIVITY.
THE CONTRACTOR SHALL PROVIDE ADEQUATE ILLUMINATION FOR THE STAGING AREA PER OSHA REGULATIONS.
DELIVERIES MUST BE SCHEDULED AND APPROVED IN ADVANCE WITH COR. COORDINATE DELIVERIES WITH THE COR.
KEEP LOADING DOCK AND CAFETERIA ACCESSIBLE AT ALL TIMES FOR FAA DELIVERIES.
NEAR CONSTRUCTION AREAS.
PROVIDE NECESSARY BARRICADES, LIGHTS, SIGNAGE AND FENCING TO PROTECT, WARN AND DIRECT PERSONS
PROVIDE SIGNAGE TO INDICATE ACCESS ROUTE FOR CONSTRUCTION EMPLOYEES AND DELIVERIES ON SITE
VEHICLES, PEDESTRIAN AND DELIVERIES TO SITE SHALL BE THROUGH MAIN ENTRANCE SECURITY GATE.
CONTRACTOR PARKINGB.
OPERATIONS SHALL BE REPORTED TO THE COR IMMEDIATELY.
OF UTMOST IMPORTANCE. INCIDENTAL OR ACCIDENTAL NEGLIGENCE RESULTING IN A LOSS OR DISRUPTION OF
OF THIS CONTRACT. PROTECTION OF ANY AND ALL EQUIPMENT FROM PHYSICAL OR ELECTRICAL DAMAGE IS
EXISTING FAA AIR TRAFFIC CONTROL EQUIPMENT SHALL REMAIN OPERATIONAL THROUGHOUT THE DURATION
DISRUPTION OF THIS FACILITY SHALL NOT BE PERMITTED.
USE GREAT CARE AND CAUTION WHILE WORKING IN THIS FACILITY. WORK MUST BE COORDINATED WITH COR.
ESCORTS OUTSIDE BUILDING MAY BE REQUIRED.
PERSONNEL WORKING WITHIN THE BUILDING. COORDINATE WORK WITHIN THE BUILDING IN ADVANCE WITH COR.
FAA ESCORTS OR PICTURE BADGED CONTRACTOR DESIGNATED ESCORTS MUST BE REQUIRED FOR CONSTRUCTION
SITE IS A SECURE AREA AND CONSTRUCTION PERSONNEL MUST REMAIN IN CONSTRUCTION AREAS.
VEHICLES MUST BE MARKED.
SUPERVISORY PERSONNEL MUST BE RESPONSIBLE FOR CONDUCT OF THEIR PERSONNEL WHILE IN THE BUILDING.
NOT TO ACCEPT WORKERS. TEMPORARY SECURITY BADGES SHALL BE ISSUED TO CONSTRUCTION PERSONNEL.
AN ADVANCE LIST AND WEEKLY LOG OF PERSONNEL MUST BE PROVIDED TO COR. FAA RESERVES THE RIGHTC.1
FAA SECURITY REQUIREMENTSC.
CONSTRUCTION MATERIAL STORAGED.
D.1
PERMISSION FROM COR. BURIED CABLES (UNDERGROUND UTILITIES) MAY RUN THROUGH STAGING AREA AND ELSEWHERE.
NEATLY STORED AND PROTECTED. LIGHTING SHALL BE PROVIDED AT THE DISCRETION OF COR. NO DIGGING WITHOUT PRIOR
CONSTRUCTION STAGING AREA. THE CONSTRUCTION STAGING AREA SHALL BE SURROUNDED BY A FENCE. MATERIALS SHALL BE
AT THE DISCRETION OF COR. STORAGE OF CONSTRUCTION MATERIALS AND TRAILERS ON SITE SHALL BE LIMITED TO THE
UNDERGROUND UTILITIES IN THE AREA. MATERIALS SHALL BE NEATLY STORED AND PROTECTED. LIGHTING SHALL BE PROVIDED
STAGING AREA. THE CONSTRUCTION STAGING AREA SHALL BE SURROUNDED BY A SURFACE FENCE. AVOID DISTURBANCE OF
STORAGE OF CONSTRUCTION MATERIALS AND TRAILERS ON SITE SHALL BE LIMITED TO THE CONSTRUCTION
CONSTRUCTION DEBRISE.
E.1
EXCESS DEBRIS AND DUST DURING CONSTRUCTION. DEBRIS SHALL BE REMOVED DAILY.
THE CONSTRUCTION STAGING AREA. AREAS AROUND DUMPSTERS SHALL BE KEPT CLEAN AND FREE OF
DUMPSTERS FOR DISPOSAL OF CONSTRUCTION DEBRIS SHALL BE PROVIDED BY THE CONTRACTOR WITHIN
NOT USEDF.
CONSTRUCTION OFFICEG.
G.1
HOOK-UPS SHALL BE THE RESPONSIBILITY OF CONTRACTOR.
WING. POINT OF CONNECTION SHALL BE DETERMINED AT PRECONSTRUCTION CONFERENCE.
TRAILERS FOR OFFICE, MATERIALS AND EQUIPMENT STORAGE SHALL BE LOCATED WEST OF THE AUTOMATION
CONSTRUCTION TOILET FACILITIESH.
H.1 SEE DIVISION 1 SPECIFICATIONS
DEMOLITION AND CONSTRUCTION HOURSI.
I.1
WRITING, A MINIMUM OF 15 WORKING DAYS BEFORE THE PERFORMANCE OF THE WORK.
AT PREARRANGED TIMES APPROVED BY COR. SCHEDULE, COORDINATE AND HAVE APPROVAL BY COR IN
CONCRETE SAWING, CORE DRILLING, CONCRETE DEMOLITION AND ANCHOR DRILLING SHALL BE ALLOWED ONLY
ADVANCE OF PERFORMANCE OF THE WORK.
COORDINATED AND APPROVED IN WRITING BY COR WITH A MINIMUM OF 15 WORKING DAYS NOTICE IN
NOISY DEMOLITION (INSIDE OR OUTSIDE) AND OFF-HOURS CONSTRUCTION ACTIVITIES SHALL BE SCHEDULED, SHALL BE ACCOMPLISHED DURING OFF-HOURS OF 11:00 PM TO 6:00 AM OR AS APPROVED BY COR.
PROCEDURES TO PROTECT THIS AND OTHER FAA/GOVERNMENT EQUIPMENT. WORK ON CRITICAL EQUIPMENT
COORDINATE WITH COR LOCATION OF CRITICAL EQUIPMENT THAT MAY BE AFFECTED BY THE WORK AND
FAA HAS AND MAINTAINS EQUIPMENT THAT IS CRITICAL TO ITS OPERATION THROUGHOUT THIS FACILITY.
CONSTRUCTION NOISE SHALL BE MINIMIZED BETWEEN 6:00 AM TO 11:00 PM.
AIR TRAFFIC CONTROL FUNCTION OF THIS FACILITY SHALL NOT BE INTERFERED WITH. DEMOLITION AND
I.2
I.3
I.4
NOT USEDJ.
NOT USEDK.
PARKING LOT AND DRIVEWAY REPAIRL.
OF COR.
DISTURBED LAWNS AND LANDSCAPING SHALL BE RESTORED TO ORIGINAL CONDITION TO THE SATISFACTION
UPON COMPLETION OF WORK, REPAIR SURFACES AFFECTED BY THE WORK TO ORIGINAL CONDITION.L.1
L.2
EQUIPMENT PROTECTIONM.
M.1
TO ON SITE WELDING ACTIVITIES. A HOT WORK PERMIT IS REQUIRED FOR ANY ONSITE WELDING ACTIVITIES.
FAA OCCUPIED AREAS UNLESS APPROVED IN WRITING BY COR. VENTILATION PLAN MUST BE SUBMITTED TO FAA COR PRIOR
NO WELDING EQUIPMENT SHALL BE POWERED BY THE FACILITY ELECTRICAL SYSTEM. WELDING SHALL NOT BE PERMITTED IN
ACTIVITY SO AS NOT TO INTERFERE WITH FUNCTIONS OF THE ARTCC.
ARTCC IS A 24 HOUR 7 DAY PER WEEK OPERATING FACILITY. IT WILL BE NECESSARY TO COORDINATE CONSTRUCTION
OPEN (DE-ENERGIZE) OR CLOSE (ENERGIZE) ANY CIRCUIT BREAKER AT ANY TIME.
BREAKERS. REQUEST PERMISSION OF FAA IN ADVANCE AND IN WRITING FOR EACH CASE OF BREAKER OPERATION. DO NOT
10 WORKING DAYS NOTICE IN ADVANCE OF PERFORMANCE OF WORK.ONLY FAA PERSONNEL MAY OPERATE CIRCUIT
TO SHUTDOWN AND SWITCHOVER. SCHEDULE, COORDINATE AND HAVE APPROVAL IN WRITING BY COR WITH A MINIMUM OF
MECHANICAL VALVES, COORDINATE SHUTTING OFF VALVES WITH COR. PREPARATORY WORK SHALL BE COMPLETED PRIOR
HOURS AS INDICATED IN NOTE I.2 THIS SHEET UNDER DEMOLITION AND CONSTRUCTION HOURS. ONLY FAA MAY OPERATE
SHUTDOWNS AND SWITCHOVERS OF MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE ACCOMPLISHED DURING OFF-
LIMITED TO, DAMAGE CAUSED BY IMPACT, WATER, DEBRIS AND DUST, INCLUDING CORE DRILLING.
PROTECT NEW AND EXISTING FAA EQUIPMENT, BOTH INSIDE AND OUTSIDE BUILDING, FROM DAMAGE, INCLUDING BUT NOT
M.2
M.3
M.4
GENERAL CONSTRUCTION SEQUENCE
1. DEMOLISH #1 PUMP, MOTOR, PIPING, VALVES. INSTALL BLIND FLANGE ON PIPING AND
INSULATE WIRING REMOVED FROM MOTOR.
2. INSTALL TEMPORARY DROP-IN SUBMERSIBLE PUMP, REMOVE BLIND FLANGE AND
INSTALL TEMPORARY PIPING BETWEEN EXISTING PIPING AND SUBMERSIBLE PUMP.
3. BEGIN 48 HOUR CONTINUOUS PROVING PERIOD FOR DROP-IN PUMP.
4. DEMOLISH #2 PUMP, MOTOR, PIPING, VALVES. DEMOLISH EXISTING MOTOR
CONTROLLER.
5. DEMOLISH SUMP BASIN COVER.
6. CLEAN BASIN (VAC TRUCK, PRESSURE WASH, OR OTHER METHOD APPROVED BY COR)
7. INSTALL NEW SUMP BASIN COVER.
8. INSTALL NEW WIRING AND MOTOR CONTROLLER.
9. INSTALL NEW PUMP #2 AND ASSOCIATED PIPING, VALVES, AND MOTOR. PUMP #2 48
HOUR PROVING PERIOD BEGINS.
10. REMOVE DROP-IN SUBMERSIBLE PUMP.
11. INSTALL NEW PUMP #1 AND ASSOCIATED PIPING, VALVES, AND MOTOR. INSTALL LEVEL
SENSOR. PUMP #1 48 HOUR PROVING PERIOD BEGINS.
12. MOVE TO NEXT SUMP PIT FOLLOWING SUCCESSFUL PROVING.
PANEL U
MCC-1A
MCC-1B
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN
DATE
REDLINE
APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
/0
/2
:1
:2
P
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
R D
DATE
APPROVED
z jx -1
-m
.d w g
8 234567
H
G
F
E
D
C
A
B
K F C-1 A-1 A-2 A-3 A-4 A-5 A-6
B115
B114
CORRIDOR
B108
B117B113
CHILLER ROOM
CCMS AREA
OFFICE
ENVIRONMENTAL WORK AREA
MECHANICAL EQUIPMENT ROOM
OFFICE
B103C
B103D
LIFT STATION
BOILER ROOM
AREAWAY
B116
B118
ENVIRONMENTAL WORK AREA
B112
MOTOR CONTROL
LIFT
STATION
ADMINISTRATION WING LIFT STATION LOCATION PLAN
M101
8' 0 8' 16'
SCALE: 1/8" = 1'-0"
EXISTING POWER FOR P-1&2 FED FROM PANEL "U". SEE DRAWING E102 FOR MORE INFORMATION.
EXISTING POWER FOR SEP-32A&B FED FROM MCC-1A AND MCC-1B. SEE DRAWING E101 FOR MORE INFORMATION.
ARE REQUIRED BEFORE INSTALLATION MAY BEGIN.
WIRING, AND CONDUIT IN THIS LOCATION. APPROVED SHOP DRAWINGS OF PROPOSED CHANNEL STRUT FRAME
PROVIDE AND INSTALL NEW CHANNEL STRUT FRAME AND PROVIDE AND INSTALL P-1/2 MOTOR CONTROL PANEL, SOURCE.
DEMOLISH EXISTING SEP-32A/B CONTROL PANEL, ASSOCIATED WIRING, AND ASSOCIATED CONDUIT BACK TO
PROVIDE AND INSTALL NEW P-1/2 MOTOR CONTROL PANEL, WIRING, AND CONDUIT IN THIS LOCATION.
SOURCE.
DEMOLISH EXISTING P-1/2 MOTOR CONTROL PANEL, ASSOCIATED WIRING, AND ASSOCIATED CONDUIT BACK TO
DDCP-25 (AHU-330). SEE M601 FOR POINTS TO BE ADDED AT THIS PANEL.
DDCP-17 (BOILER/PUMP PANEL). SEE M601 FOR POINTS TO BE ADDED AT THIS PANEL.
AWAY FROM WALL PENETRATION. INSTALL AT 1/8" PER FOOT SLOPED DOWN TOWARDS LIFT STATION.
DEMOLISH EXISTING AND PROVIDE NEW 4" PIPING. CONNECT TO EXISTING PIPING WITH FLANGED CONNECTION 6"
INSTALLATION MATERIALS INTO THE BUILDING.
DEMOLISHED MATERIAL MUST BE REMOVED FROM THE BUILDING VIA THIS AREAWAY. USE THIS AREAWAY TO BRING
1&2
M201
3&4
M201
P
1&2
SEP
32A&B
IS
S
U E
D F
O R
E D
M
04/11/2024
MGR: ENGINEERING CENTER
HILLIARD
ZJX-1509594-M101
KH
TR
ARTCC
REPLACE SEWAGE AND STORM WATER
LIFT STATIONS AND PIPING
ADMIN WING LIFT STATION LOCATION PLAN
z jx -1
-m
.d w g
ENROUTE/FSS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA
C O
N S
T R
U C
T
IO
N
JACKSONVILLE CENTER
THIS DRAWING PRODUCED ON ASO REGION CAD SYSTEM
PROJECT ENGINEER
1509594
FL
GENERAL NOTES
REMOVING DEMOLISHED MATERIAL
CLEAN DEMOLISHED PUMP EQUIPMENT AND PROTECT FLOORING TO SATISFACTION OF COR PRIOR TO 5.
AND BREAK TIMES. SCHEDULE SHUT DOWN OF STORM WATER PUMPS TO AVOID INCLEMENT WEATHER.
SCHEDULE SHUT DOWN OF SEWAGE PUMPS TO AVOID PERIODS OF HEAVY USAGE, SUCH AS SHIFT CHANGES 4.
THE SECOND PUMP MAY BE TAKEN OUT OF SERVICE.
NEW PUMPS MUST COMPLETE A PROVING PERIOD OF AT LEAST 48 HOURS FOLLOWING INSTALLATION BEFORE 3.
SUCCESSFULLY COMPLETING A 48 HOUR PROVING PERIOD.
ONLY ONE STORM WATER OR SEWAGE PUMP MAY BE TAKEN OUT OF SERVICE PRIOR TO TEMPORARY PUMP 2.
COORDINATE ALL DEMOLITION AND INSTALLATION ACTIVITIES WITH COR.1.
NOTES
PNL E-12-AA
PNL E-12-AB
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN
DATE
REDLINE
APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
/0
/2
:1
:3
P
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
R D
DATE
APPROVED
z jx -1
-m
.d w g
8 234567
H
G
F
E
D
C
A
B
D-D
L-LJ-J
UP
AREAWAY
14A
STAIR-D
STAIR-B
PUMP ROOM
SUMP ROOM
B136
B139
12A
ELECTRICAL DISTRIBUTION ROOM
13A
ROOM
MECHANICAL EQUIPMENT
AUTOMATION WING LIFT STATION LOCATION PLAN
M102
8' 0 8' 16'
SCALE: 1/8" = 1'-0"
3&4
M202
RW
1&2
1&2
M202
SEW
1&2
IS
S
U E
D F
O R
E D
M
04/11/2024
MGR: ENGINEERING CENTER
HILLIARD
ZJX-1509594-M102
KH
TR
ARTCC
REPLACE SEWAGE AND STORM WATER
LIFT STATIONS AND PIPING
AUTOMATION WING LIFT STATION LOCATION PLAN
z jx -1
-m
.d w g
ENROUTE/FSS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA
C O
N S
T R
U C
T
IO
N
JACKSONVILLE CENTER
THIS DRAWING PRODUCED ON ASO REGION CAD SYSTEM
PROJECT ENGINEER
1509594
FL
GENERAL NOTES
REMOVING DEMOLISHED MATERIAL
CLEAN DEMOLISHED PUMP EQUIPMENT AND PROTECT FLOORING TO SATISFACTION OF COR PRIOR TO 5.
AND BREAK TIMES. SCHEDULE SHUT DOWN OF STORM WATER PUMPS TO AVOID INCLEMENT WEATHER.
SCHEDULE SHUT DOWN OF SEWAGE PUMPS TO AVOID PERIODS OF HEAVY USAGE, SUCH AS SHIFT CHANGES 4.
THE SECOND PUMP MAY BE TAKEN OUT OF SERVICE.
NEW PUMPS MUST COMPLETE A PROVING PERIOD OF AT LEAST 48 HOURS FOLLOWING INSTALLATION BEFORE 3.
SUCCESSFULLY COMPLETING A 48 HOUR PROVING PERIOD.
ONLY ONE STORM WATER OR SEWAGE PUMP MAY BE TAKEN OUT OF SERVICE PRIOR TO TEMPORARY PUMP 2.
COORDINATE ALL DEMOLITION AND INSTALLATION ACTIVITIES WITH COR.1.
NOTES
ADDITIONAL DETAIL.
EXISTING POWER FEEDS TO SEW-1&2 AND RW-1&2 FROM PANELS E-12-AA AND E-12-AB. SEE DRAWING E-102 FOR
DEMOLISH EXISTING MOTOR CONTROL PANEL. PROVIDE AND INSTALL NEW MOTOR CONTROL PANEL.
EXISTING 1" CONDUIT UP TO DDCP-23.
DDCP-23 LOCATED ABOVE ON FIRST FLOOR. SEE M601 FOR POINTS TO BE ADDED AT THIS PANEL.
AREAWAY. USE THIS AREAWAY TO BRING INSTALLATION MATERIALS INTO THE BUILDING.
DEMOLISHED MATERIAL FOR AUTOMATION WING LIFT STATIONS MUST BE REMOVED FROM THE BUILDING VIA THIS
REV DESCRIPTION JCN
DATE
REDLINE
APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
/0
/2
:1
:4
P
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
R D
DATE
APPROVED
z jx -1
-m
.d w g
8 234567
H
G
F
E
D
C
A
B
FLOOR LEVEL
FLOOR LEVEL
FLOOR LEVEL
FLOOR LEVEL
NOT TO SCALE
P-1 & P-2 SEWAGE PUMP INSTALLATION
M201
NOT TO SCALE
SEP-32A & SEP-32B SEWAGE PUMP INSTALLATION
M201
NOT TO SCALE
SEP-32A & SEP-32B SEWAGE PUMP DEMOLITION
M201
NOT TO SCALE
P-1 & P-2 SEWAGE PUMP DEMOLITION
M201
IS
S
U E
D F
O R
E D
M
04/11/2024
MGR: ENGINEERING CENTER
HILLIARD
ZJX-1509594-M201
KH
TR
ARTCC
REPLACE SEWAGE AND STORM WATER
LIFT STATIONS AND PIPING
ADMIN WING LIFT STATION ELEVATIONS
z jx -1
-m
.d w g
ENROUTE/FSS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA
C O
N S
T R
U C
T
IO
N
JACKSONVILLE CENTER
THIS DRAWING PRODUCED ON ASO REGION CAD SYSTEM
PROJECT ENGINEER
1509594
FL
GENERAL NOTES
REMOVING DEMOLISHED MATERIAL
CLEAN DEMOLISHED PUMP EQUIPMENT AND PROTECT FLOORING TO SATISFACTION OF COR PRIOR TO 5.
AND BREAK TIMES. SCHEDULE SHUT DOWN OF STORM WATER PUMPS TO AVOID INCLEMENT WEATHER.
SCHEDULE SHUT DOWN OF SEWAGE PUMPS TO AVOID PERIODS OF HEAVY USAGE, SUCH AS SHIFT CHANGES 4.
THE SECOND PUMP MAY BE TAKEN OUT OF SERVICE.
NEW PUMPS MUST COMPLETE A PROVING PERIOD OF AT LEAST 48 HOURS FOLLOWING INSTALLATION BEFORE 3.
SUCCESSFULLY COMPLETING A 48 HOUR PROVING PERIOD.
ONLY ONE STORM WATER OR SEWAGE PUMP MAY BE TAKEN OUT OF SERVICE PRIOR TO TEMPORARY PUMP 2.
COORDINATE ALL DEMOLITION AND INSTALLATION ACTIVITIES WITH COR.1.
NOTES
SCHEDULE ON P601.
PROVIDE AND INSTALL ULTRASONIC LEVEL SENSOR AND INTEGRATE WITH BUILDING DDCP SYSTEM. SEE POINTS
INLET PIPING LOCATIONS.
PROVIDE AND INSTALL NEW COVER. ENSURE THAT NEW COVER IS COMPATIBLE WITH EXISTING SUMP BASIN AND
EXISTING PIPING.
PROVIDE AND INSTALL CHECK VALVE, ISOLATION VALVE, AND OUTLET PIPING AS NEEDED TO CONNECT TO
PROVIDE AND INSTALL NEW PUMP, MOTOR, HARDWARE, AND ADAPTERS.
PROVIDE AND INSTALL LEVEL SWITCH, FLOAT, AND HARDWARE.
3" BELOW TOP OF COVER.
ABLE TO BE REINSTALLED ONCE THE NEW COVER IS INSTALLED, INSTALL NEW SUMP INLET PIPING THAT EXTENDS
INLET PIPING TO REMAIN. REMOVE AS REQUIRED TO DEMOLISH EXISTING COVER. IF THE REMOVED PIPING IS NOT
DEMOLISH EXISTING COVER. SUMP BASIN TO REMAIN.
DEMOLISH EXISTING CHECK VALVE AND ISOLATION VALVE UP TO FLANGE AT LIMIT OF DEMOLITION.
DEMOLISH EXISTING PUMP, MOTOR, HARDWARE, AND ADAPTERS.
DEMOLISH LEVEL SWITCH, FLOAT, AND HARDWARE.
REV DESCRIPTION JCN
DATE
REDLINE
APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
/0
/2
:1
:5
P
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
R D
DATE
APPROVED
z jx -1
-m
.d w g
8 234567
H
G
F
E
D
C
A
B
FLOOR LEVEL
FLOOR LEVEL
FLOOR LEVEL
FLOOR LEVEL
NOT TO SCALE
SEW-1 & SEW-2 SEWAGE PUMP INSTALLATION
M202
NOT TO SCALE
RW-1 & RW-2 RAIN WATER PUMP INSTALLATION
M202
NOT TO SCALE
RW-1 & RW-2 STORM WATER PUMP DEMOLITION
M202
NOT TO SCALE
SEW-1 & SEW-2 SEWAGE PUMP DEMOLITION
M202
3 8
2 7
11 12
4 9
IS
S
U E
D F
O R
E D
M
04/11/2024
MGR: ENGINEERING CENTER
HILLIARD
ZJX-1509594-M202
KH
TR
ARTCC
REPLACE SEWAGE AND STORM WATER
LIFT STATIONS AND PIPING
AUTOMATION WING LIFT STATION ELEVATIONS
z jx -1
-m
.d w g
ENROUTE/FSS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA
C O
N S
T R
U C
T
IO
N
JACKSONVILLE CENTER
THIS DRAWING PRODUCED ON ASO REGION CAD SYSTEM
PROJECT ENGINEER
1509594
FL
GENERAL NOTES
REMOVING DEMOLISHED MATERIAL
CLEAN DEMOLISHED PUMP EQUIPMENT AND PROTECT FLOORING TO SATISFACTION OF COR PRIOR TO 5.
AND BREAK TIMES. SCHEDULE SHUT DOWN OF STORM WATER PUMPS TO AVOID INCLEMENT WEATHER.
SCHEDULE SHUT DOWN OF SEWAGE PUMPS TO AVOID PERIODS OF HEAVY USAGE, SUCH AS SHIFT CHANGES 4.
THE SECOND PUMP MAY BE TAKEN OUT OF SERVICE.
NEW PUMPS MUST COMPLETE A PROVING PERIOD OF AT LEAST 48 HOURS FOLLOWING INSTALLATION BEFORE 3.
SUCCESSFULLY COMPLETING A 48 HOUR PROVING PERIOD.
ONLY ONE STORM WATER OR SEWAGE PUMP MAY BE TAKEN OUT OF SERVICE PRIOR TO TEMPORARY PUMP 2.
COORDINATE ALL DEMOLITION AND INSTALLATION ACTIVITIES WITH COR.1.
NOTES
PROVIDE AND INSTALL NEW PRIMARY AND EMERGENCY FLOAT SWITCHES.
DEMOLISH FLOAT SWITCH WHIP.
SCHEDULE ON P601.
PROVIDE AND INSTALL ULTRASONIC LEVEL SENSOR AND INTEGRATE WITH BUILDING DDCP SYSTEM. SEE POINTS
INLET PIPING LOCATIONS.
PROVIDE AND INSTALL NEW COVER. ENSURE THAT NEW COVER IS COMPATIBLE WITH EXISTING SUMP BASIN AND
PIPING.
PROVIDE AND INSTALL CHECK VALVE, ISOLATION VALVE, AND OUTLET PIPING AS NEEDED TO CONNECT TO EXISTING
PROVIDE AND INSTALL NEW PUMP, MOTOR, HARDWARE, AND ADAPTERS.
PROVIDE AND INSTALL LEVEL SWITCH, FLOAT, AND HARDWARE.
3" BELOW TOP OF COVER.
ABLE TO BE REINSTALLED ONCE THE NEW COVER IS INSTALLED, INSTALL NEW SUMP INLET PIPING THAT EXTENDS
INLET PIPING TO REMAIN. REMOVE AS REQUIRED TO DEMOLISH EXISTING COVER. IF THE REMOVED PIPING IS NOT
DEMOLISH EXISTING COVER. SUMP BASIN TO REMAIN.
DEMOLISH EXISTING CHECK VALVE AND ISOLATION VALVE UP TO FLANGE AT LIMIT OF DEMOLITION.
DEMOLISH EXISTING PUMP, MOTOR, HARDWARE, AND ADAPTERS.
DEMOLISH LEVEL SWITCH, FLOAT, AND HARDWARE.1
REV DESCRIPTION JCN
DATE
REDLINE
APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
/0
/2
:1
:5
P
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
R D
DATE
APPROVED
z jx -1
-m
.d w g
8 234567
H
G
F
E
D
C
A
B
IS
S
U E
D F
O R
E D
M
04/11/2024
MGR: ENGINEERING CENTER
HILLIARD
ZJX-1509594-M601
KH
TR
ARTCC
REPLACE SEWAGE AND STORM WATER
LIFT STATIONS AND PIPING
LIFT STATION PUMP SCHEDULE AND POINTS LIST
z jx -1
-m
.d w g
ENROUTE/FSS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA
C O
N S
T R
U C
T
IO
N
JACKSONVILLE CENTER
THIS DRAWING PRODUCED ON ASO REGION CAD SYSTEM
PROJECT ENGINEER
1509594
FL
OPERATION MUST BE COMPLETED VIA LOCAL PUMP CONTROLLER USING HARDWIRED CONTACTS.
DDCP POINTS SERVE FOR MONITORING AND ALARM AT BUILDING OPERATOR WORKSTATION ONLY. PUMP 1.
REV DESCRIPTION JCN
DATE
REDLINE
APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
/0
/2
:1
:0
P
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
R D
DATE
APPROVED
z jx -1
-e
.d w g
8 234567
H
G
F
E
D
C
A
B
MCC A: 1000A BUS, 480V, 3PH, 3W, 42KAIC
F1A F1B F1C F1D F1EF1F F2A F2B F2C F3A F3B F3C R3A R3B R3C R3D R3E R2A R2B
100A 30A 150A 200A 500A
S P
A C
E
S P
A C
E
S P
A C
E
S P
A C
E
G
N D
IN
/4 "C
AHU-24
10HP
PNL
E120AA
VFD
(1)
DISCONNECT SWITCH
AT COOLING TOWER
3P
4X
P-3A
75HP
TO
MTS
E3003A
PNL
E30 3A
S P
A C
E
S P
A R
E
S P
A R
E
S P
A C
E
S P
A C
E
S P
A C
E
S P
A C
E
S P
A C
E
S P
A C
E3#1/0 + 1#4 GND
IN 1-1/2"C
VFD IN MECH.
ROOM B114
EXISTING 3#1/0 + 1#4 GND
IN EXISTING 2"C
3#1/0 + 1#4 GND
IN EXISTING UNDERGROUND
CONDUIT
S
E T O
F K
C M
IL
G
N D I N -1 /2 "C
VFD
VFD IN MECH.
ROOM B114
DISCONNECT SWITCH
AT COOLING TOWER
S P
A C
E
S P
A C
E
S P
A C
E
50A 150A 300A
R1A R1B R1C R1DR2C
PNL
DPD
PNL
E12AA
3#4 + 1#8 GND
IN 1-1/2"C
EXISTING 3#4 + 1#8 GND
IN EXISTING 2"C
3#1/0 + 1#8 GND
IN EXISTING UNDERGROUND
CONDUIT
3P
4X
CT-1A
15HP
S P
A C
E
S P
A C
E
S P
A C
E
S P
A C
E
S P
A C
E
S P
A R
E
S P
A R
E
S P
A R
E
G
N D
IN
/4 "C
AH-300
10HP
TVSS
G
N D
IN
-1 /4 "C
MCC 1A: 600A BUS, 480V, 3PH, 3W, 42KAIC
1A 1B
70A
1C 1D 2A 2B 2C
30A 100A 100AV
A
PNL
COMM
PNL
BC-1
PNL
DPA
VFD
(1)
2D
20A
2E
150A
2F 2G 3A
70A
3A
60A
3B
30A
3B
15A
3C
175A
2H 3D 3D 3E 3F
15A 20A 30A
E1
PNL
BC1-1
P-2A
7.5HP
P-1D
60HP
TR
BC1-1
KVA
G
N D
G
N D
IN
/4 "C
G
N D
IN
-1 /4 "C
HU-1
AH-21
7.5HP
SEP-32A
3HP
SP-34B
1HP
SF-01
2HP
SEW-1
3HP
3P
DIS.
G
N D
G
N D
G
N D
G
N D
/0 G
N D
IN
"C
G
N D
IN
/4 "C
MCC B: 1000A BUS, 480V, 3PH, 3W, 42KAIC
F1A F1B F1C F1D F1E F1F F2A
150A
S P
A C
E 3#1/0 + 1#4 GND
IN 1-1/2"C
VFD IN MECH.
ROOM B114
PNL
E3003B
P-3B
75HP
DISCONNECT SWITCH
AT COOLING TOWER
3P
4X
S
E T O
F K
C M
IL
G
N D I N -1 /2 "C
EXISTING 3#4 + 1#8 GND
IN EXISTING 2"C
3#1/0 + 1#8 GND
IN EXISTING
UNDERGROUND CONDUIT
3P
4X
VFD IN MECH.
ROOM B114
3#4 + 1#8 GND
IN 1-1/2"C
VFD
VFDS
P
A C
E
S P
A C
E
S P
A C
E
S P
A C
E
S P
A C
E
3#1/0 + 1#4 GND
IN 2"C
CONDUIT
UNDERGROUND
EXISTING
3#1/0 + 1#4 GND IN
ELEVATOR
40HP
TO
E3003A
MTS
PNL
E3003D
S P
A C
E
S P
A C
E
S P
A C
E
S P
A C
E
S P
A C
E
S P
A C
E
S P
A C
E
S P
A C
E
F2B F2C F3A F3B F3C F3D R3A R3B R3C R3D R3E R2A
200A 125A 500A
S P
A C
E
S P
A C
E
S P
A C
E
50A 150A 300A
R2B R2C R1A R1B R1C R1D
PNL
DPF
PNL
E12AB
CT-1B
15HP
PNL
DPB
PNL
PP-CT
PNL
PP-CH
PNL
COMM
E2
480-208Y/120V
1A
70A
MCC 1B: 600A BUS, 480V, 3PH, 3W, 42KAIC
P-2B
7.5HP
4#2 + 1#8 GND
IN 1-1/2"C
S P
A C
E
S P
A C
E
S P
A C
E
S P
A C
E
/0 G
N D
IN
"C
V
A
1B 1C 1D 1E 2A 2B 2B 2C 2D 2E 2F
225A 100A 100A 20A 70A
S P
A C
E
S P
A C
E
S P
A R
E
G
N D
IN
-1 /4 "C
3A
40A
3A
S P
A R
E
VFD
TVSS
DIS. PNL
PP-MOV
G
N D
IN
-1 /2 "C
G
N D
IN
/4 "C
G
N D
IN
-1 /4 "C
(1)
P-1C
60HP
PNL
LP-CT
TR-CH 15KVA
480-208Y/120V
T-CT 15KVA
G
N D
IN
"C
G
N D
3B 3C 3C 3D 3E 3E 3F 3G
20A 100A 30A 20A 15A 15A 30A
S P
A R
E
AC-1B
5HP
G
N D
G
N D
G
N D
G
N D
AH-23
10HP
SEP-32B
3HP
PNL
B-MOV
PNL
U
SP-34B
1HP
SEW-2
3HP
G
N D
IN
-1 /2 "C
AH-320
5HP
GND
3#2 + 1#8 GND
IN 1-1/2"C
THROW 100A
"B-MOV" DOUBLE
SELECTOR SWITCH
T O M
C C -1
C
MCC-1A ONE-LINE
NOT TO SCALEE101
MCC-1B ONE-LINE
NOT TO SCALEE101
NEW EQUIPMENT. BREAKER SHALL MATCH EXISTING PANELBOARD MANUFACTURER TYPE AND AIC RATINGS
PROVIDE AND INSTALL NEW CIRCUIT BREAKER, AMP RATING AS INDICATED ON PANELBOARD SCHEDULE, TO FEED
DEMOLISH EXISTING BRANCH CIRCUIT WIRING AND CIRCUIT BREAKER. EXISTING CONDUIT TO REMAIN.
NOTES
IS
S
U E
D F
O R
E D
M
04/11/2024
MGR: ENGINEERING CENTER
HILLIARD
ZJX-1509594-E101
KH
TR
ARTCC
REPLACE SEWAGE AND STORM WATER
LIFT STATIONS AND PIPING
MCC-1A & 1B ONE-LINE DIAGRAMS
z jx -1
-e
.d w g
ENROUTE/FSS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA
C O
N S
T R
U C
T
IO
N
JACKSONVILLE CENTER
THIS DRAWING PRODUCED ON ASO REGION CAD SYSTEM
PROJECT ENGINEER
1509594
FL
REV DESCRIPTION JCN
DATE
REDLINE
APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
/0
/2
:1
:1
P
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
R D
DATE
APPROVED
z jx -1
-e
.d w g
8 234567
H
G
F
E
D
C
A
B
E101 FOR NEW POWER SOURCE.
DEMOLISH EXISTING BRANCH CIRCUIT WIRING, CIRCUIT BREAKER, AND CONDUIT. LABEL AS "SPARE". SEE DRAWING
NEW EQUIPMENT. BREAKER SHALL MATCH EXISTING PANELBOARD MANUFACTURER TYPE AND AIC RATINGS
PROVIDE AND INSTALL NEW CIRCUIT BREAKER, AMP RATING AS INDICATED ON PANELBOARD SCHEDULE, TO FEED
DEMOLISH EXISTING BRANCH CIRCUIT WIRING AND CIRCUIT BREAKER. EXISTING CONDUIT TO REMAIN.
NOTES
1 2
1 2
IS
S
U E
D F
O R
E D
M
04/11/2024
MGR: ENGINEERING CENTER
HILLIARD
ZJX-1509594-E102
KH
TR
ARTCC
REPLACE SEWAGE AND STORM WATER
LIFT STATIONS AND PIPING
PANEL SCHEDULES
z jx -1
-e
.d w g
ENROUTE/FSS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA
C O
N S
T R
U C
T
IO
N
JACKSONVILLE CENTER
THIS DRAWING PRODUCED ON ASO REGION CAD SYSTEM
PROJECT ENGINEER
1509594
FL
| zjx-1509594-g001 |
| zjx-1509594-g001 |
| zjx-1509594-g002 |
| zjx-1509594-g002 |
| zjx-1509594-g003 |
| zjx-1509594-g003 |
| zjx-1509594-m101 |
| zjx-1509594-m101 |
| zjx-1509594-m102 |
| zjx-1509594-m102 |
| zjx-1509594-m201 |
| zjx-1509594-m201 |
| zjx-1509594-m202 |
| zjx-1509594-m202 |
| zjx-1509594-m601 |
| zjx-1509594-m601 |
| zjx-1509594-e101 |
| zjx-1509594-e101 |
| zjx-1509594-e102 |
| zjx-1509594-e102 |
File details come from the government source that posted it. Updated .