ZJX 1509594 FINAL DRAWINGS STAPLED.pdf

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Attached to
Replace Sewage and Storm Water Lift Stations and Piping at Jacksonville ARTCC (ZJX) in Hilliard, FL
Solicitation number
FAAAAQ540-15909594
Issued by

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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FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

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FLORIDA

FLORIDA

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NASSAU

RIVER

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CALLAHAN

DUVAL

JACKSONVILLE

BRYCEVILLE

HILLIARD

FOLKSTON

NASSAU

RIVER

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JACKSONVILLE

INTERNATIONAL

AIRPORT

ATLANTIC

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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

N S

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IO

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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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_3___

___A010

_A___

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8_____

FIN_FLR_________

EL._89'-6"______

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FLOOR_EL._10.50'__

NO

Sb_

L1

DP-1

+90"

J

J

(15)

VFD

3P

DRAWING LIST

STANDARD ABBREVIATIONS

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N

O

R

V

W

X

P

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FA

B

C

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K

L

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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

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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

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IO

N

JACKSONVILLE CENTER

THIS DRAWING PRODUCED ON ASO REGION CAD SYSTEM

PROJECT ENGINEER

1509594

FL

(PLAN NORTH)

NORTH ARROW

REV DESCRIPTION JCN

DATE

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SUBMITTED BY APPROVED BY

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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 .