ZJX-Lift Station 100 DRAWINGS.pdf

PDF 2 MB Posted

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 package includes specifications, drawings, and wage rates for a federal construction project to replace sewage and storm lift stations and piping at the Jacksonville Air Route Traffic Control Center in Hilliard, Florida. The Federal Aviation Administration Enroute Construction Branch in Atlanta is soliciting offers for the project set aside for small businesses with a NAICS code of 237110 and size standard of $45 million. The price range for the requirement is $500,000 to $1 million with payment and performance bonds required. A mandatory site visit is scheduled for March 26 and all attendees must register in advance and bring photo ID for facility access. Questions are due by April 5 and offers are due by April 30 via email. The drawings will be updated with signed versions.

This summarizes the key details including the type of federal construction project, location, soliciting agency, NAICS code and size standard, mandatory site visit details, question and offer due dates, and pricing and bond terms.

View the file

Other files

Show all 25

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN REDLINE

DATE 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

$D

AT

E$ $T

IM

E$

$N

AM

E$

APPROVED

DATE

$F

IL

ES

8 234567

H

G

F

E

D

C

A

B

VICINITY MAP

HILLIARD, FLORIDA

PROJECT

LOCATION

GEORGIA

GEORGIA

FLORIDA

FLORIDA

MA

RY

S

RI

VE

R

NASSAU

RIVER

RT 301 115

A

AIA

I 2

RT 90

RT

RT 90

AI

A

ST

RT 23

RT 1

CALLAHAN

DUVAL

JACKSONVILLE

BRYCEVILLE

HILLIARD

FOLKSTON

NASSAU

RIVER

ST.

JOHNS

RIVER

ST. JOHNS

JACKSONVILLE

INTERNATIONAL

AIRPORT

ATLANTIC

OCEAN

FERNANDINA

BEACHI 95

I 95I 10

I 10

JACKSONVILLE ARTCC (ZJX)

HILLIARD, FL

REPLACE SEWAGE AND STORM WATER

LIFT STATIONS AND PIPING

100% DESIGN

IS

SU

ED

F

OR

ED

M

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

ZJX-1509594-G001

ARTCC

REPLACE SEWAGE AND STORM WATER

LIFT STATIONS AND PIPING

COVER SHEET

FL

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text M

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text N

REV DESCRIPTION JCN REDLINE

DATE 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

$D

AT

E$ $T

IM

E$

$N

AM

E$

APPROVED

DATE

$F

IL

ES

8 234567

H

G

F

E

D

C

A

B

Y

___A012 _3___

___A010 _A___

1__ ___A010_____

A__ ___A012_____

_E1 ___A012_____

8_____

FIN_FLR_________

EL._89'-6"______

___C-C

FLOOR_EL._10.50'__

Sb_

L1

_ 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

J

GENERAL LEGEND PLUMBING LEGEND ELECTRICAL LEGEND

AHU____

200____

V

SS

BRANCH CONNECTION

TO BOTTOM OF PIPE

BALL VALVE WITH NORMAL

POSITION OPEN/CLOSED

SANITARY VENT

OR PIPING BELOW GROUND

BRANCH CONNECTION

TO TOP OF PIPE

SANITARY SEWER/WASTE

OR PIPING ABOVE GROUND

FD

SIZE TYPE

PH PHASE

PHC PREHEAT COIL

PI PRESSURE INDICATOR

POC POINT OF CONNECTION

PRV PRESSURE REDUCING VALVE

PS PRESSURE SENSOR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

R RADIUS

RA RETURN AIR

RCP REFLECTED CEILING PLAN

REC RECEPTACLE

REF REFERENCE

REINF REINFORCING

REQ'D REQUIRED

REV REVISION OR REVERSE

RGS RIGID GALVANIZED STEEL

RHC REHEAT COIL

RPM REVOLUTIONS PER MINUTE

RV REFRIGERANT VENT

SA SUPPLY AIR

SAP SOUND ABSORBING PANEL

SCH SCHEDULE

SD SMOKE DAMPER

SF SUPPLY FAN

SIM SIMILAR

SPEC SPECIFICATIONS

SS SANITARY SEWER

STD STANDARD

STR STRUCTURE

T THERMOSTAT

TEMP TEMPERATURE

TI TEMPERATURE INDICATOR

TOD TOP OF DUCT

TOP TOP OF PIPE

TRANS TRANSVERSE

TS TEMPERATURE SENSOR

TYP TYPICAL

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

V VENT OR VOLTS

VAV VARIABLE AIR VOLUME TERMINAL

VCT VINYL COMPOSITE TILE

VD VOLUME DAMPER

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VIF VERIFY IN FIELD

VS VIBRATION SENSOR

W WATTS

W/ WITH

WB WET BUILD TEMPERATURE

WC WATER COLUMN

W/O WITHOUT

WWF WELDED WIRE FABRIC

XFER TRANSFER

XFMR TRANSFORMER

Y YARD HYDRANT

FCU FAN COIL UNIT

FCV FLOW CONTROL VALVE

FD FIRE DAMPER OR FLOOR DRAIN

FD/SD FIRE/SMOKE DAMPER

FFE FINISHED FLOOR ELEVATION

FLG FLANGE

FM FLOW METER/SENSOR

FPM FEET PER MINUTE

FT FEET

FW FIRE WATER

G NATURAL GAS

GA GAUGE

GALV GALVANIZED

GFI GROUND FAULT INTERRUPTER

GND GROUND

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GV GATE VALVE

HB HOSE BIBB

HC HEATING COIL

HP HORSE POWER

HR HOUR

HS HUMIDITY SENSOR

HTE HEAT TRACE ELEMENT

HU HUMIDIFIER

HW DOMESTIC HOT WATER

HWC HW CIRCULATION LOOP

HWR HEATING WATER RETURN

HWS HEATING WATER SUPPLY

HZ HERTZ

ID INSIDE DIAMETER

IN INCH

INV INVERT

IW INDUSTRIAL WATER

JB JUNCTION BOX

KVA KILOVOLT AMPERE

KW KILOWATTS

LAT LEAVING AIR TEMPERATURE

LBS POUNDS

LWT LEAVING WATER TEMPERATURE

LFMC LIQUIDTIGHT FLEX METAL COND.

MAX MAXIMUM

MBH 1000 BTU PER HOUR

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MFG MANUFACTURER

MIN MINIMUM

NO NORMALLY CLOSED

IC NOT IN CONTRACT

NO NORMALLY OPEN

NOM NOMINAL

NPT NATIONAL PIPE THREAD

NTS NOT TO SCALE

OA OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER

A AMP

AC ALTERNATING CURRENT

AD ACCESS DOOR

AFF ABOVE FINISHED FLOOR

AFM AIR FLOW METER/SENSOR

AHU AIR HANDLING UNIT

AO ANALOG OUTPUT

APROX APPROXIMATELY

ARCH ARCHITECT/ARCHITECTURAL

ASSY ASSEMBLY

AUX AUXILIARY

AWG AMERICAN WIRE GAUGE

BF BLIND FLANGE

BFP BACK FLOW PREVENTER

BFV BUTTERFLY VALVE

BKR BREAKER

BLDG BUILDING

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

BOTT BOTTOM

BSMT BASEMENT

BTU BRITISH THERMAL UNIT

BTUH BTU PER HOUR

BTW BETWEEN

BV BALL VALVE

BWV BACK WATER VALVE

CC COOLING COIL

CD CONDENSATE DRAIN

CFM CUBIC FEET PER MINUTE

CI CAST IRON

CIP CAST IN PLACE

CIRC CIRCULATING

CKT CIRCUIT

CL CENTER LINE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

COND CONDENSATE

CONN CONNECTION

CONT CONTINUOUS

COR CONTRACTING OFFICERS

REPRESENTATIVE

CTR CENTER OR COOLING TOWER

WATER RETURN

CTS COOLING TOWER WATER SUPPLY

CU CONDENSING UNIT

CW DOMESTIC COLD WATER

CWR CHILLED WATER RETURN

CWS CHILLED WATER SUPPLY

D DRAIN

DB DRY BULB TEMPERATURE

DBL DOUBLE

DC DIRECT CURRENT

DDC DIRECT DIGITAL CONTROL

DI DUCTILE IRON

DIA DIAMETER

DISC DISCONNECT

DN DOWN

DO DIGITAL OUTPUT

DP DIFFERENTIAL PRESSURE

DPS DP SENSOR

EAT ENTERING AIR TEMPERATURE

EF EXHAUST FAN

ELEV ELEVATION

ELEC ELECTRIC/ELECTRICAL

EMT ELECTRICAL METAL TUBING

EWT ENTERING WATER TEMPERATURE

DRAWING NO. REV. DATE DESCRIPTION

ZJX-1509594-G001

ZJX-1509594-G002

ZJX-1509594-G003

ZJX-1509594-M101

ZJX-1509594-M102

ZJX-1509594-M201

ZJX-1509594-M202

ZJX-1509594-M601

ZJX-1509594-E101

ZJX-1509594-E102

COVER SHEET AND VICINITY MAP

DRAWING INDEX, LEGEND AND ABBREVIATIONS

CONSTRUCTION STAGING PLAN

ADMINISTRATION WING LIFT STATION LOCATION PLAN

AUTOMATION WING LIFT STATION LOCATION PLAN

ADMINISTRATION WING LIFT STATION ELEVATIONS

AUTOMATION WING LIFT STATION ELEVATIONS

LIFT STATION PUMP SCHEDULE AND POINTS LIST

MCC-1A & 1B ONE-LINE DIAGRAM

PANEL SCHEDULES

AAV

OR

MOTOR OPERATED CONTROL VALVE

(VALVE TYPE VARIES)

M

DARKEN ARROW INDICATES

ELEVATION SHOWN

INTERIOR ELEVATION

DESIGNATION

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS DRAWN

ELEVATION REFERENCE

ELEVATION DESIGNATION

SECTION CUT

SHEET WHICH

SECTION IS CUT

DETAIL DESIGNATION

SECTION DESIGNATION

SHEET ON WHICH

DETAIL IS DRAWN

SHEET ON WHICH

DETAIL IS DRAWN

DETAIL REFERENCE

SECTION TITLE

REFERENCE

SECTION DESIGNATION

SHEET ON WHICH DETAIL

IS DRAWN OR SCHEDULE

DETAIL TITLE

REFERENCE

DETAIL NUMBER

CONNECT TO EXISTING

LIMIT OF DEMOLITION

DEMOLITION BY

CONTRACTOR, UON

NEW WORK, UON

EXISTING WORK, UON

OUTLINE OF OBJECT

ABOVE OR BEYOND

DUST PARTITION

MATCH LINE SYMBOL

ROOM NUMBER

NORTH ARROW

(TRUE NORTH)

GRAPHIC SCALE

ELEVATION

SYMBOL (PLAN)

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

THERMOWELL WITH TEMPERATURE

INDICATOR

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

HOMERUN TO PANELBOARD. LETTERS INDICATE PANEL

DESIGNATION AND NUMBER INDICATE THE CIRCUIT LOCATION

IN THE PANEL. NUMBERS SEPARATED BY COMMAS INDICATE

MULTIPLE POLE BREAKERS.

SAME AS BRANCH CIRCUIT USING 3/4" LFMC CONDUIT, UON

SAME AS BRANCH CIRCUIT- EXCEPT CONCEALED IN OR ABOVE

CEILING OR WALL SPACE

CROSS MARKS DENOTE NUMBER OF WIRES WHEN THERE ARE

MORE THAN 3 IN A CONDUIT

BRANCH CIRCUIT- EXPOSED, 3/4" C, WITH 2 #12 WIRES PLUS

1 #12 GROUND, UON

MOUNTING HEIGHTS SHOWN WITH SYMBOL TO CENTER OF

DEVICE (UON)

SURFACE MOUNTED 208Y/120 VOLT PANELBOARD

SURFACE MOUNTED 480Y/277 VOLT PANELBOARD

JUNCTION BOX, CEILING MOUNTED EXPOSED WITH BLANK

COVER PLATED (UON)

JUNCTION BOX, WALL MOUNTED EXPOSED WITH BLANK

COVER PLATED (UON)

VARIABLE FREQUENCY DRIVE FOR AHU UNIT

FUSIBLE DISCONNECT SWITCH:

600V, 3-POLE, 3OA SWITCH, 30A FUSES, IN NEMA 1

ENCLOSURE

60" A.F.F. TO DISCONNECT HANDLE, U.O.N.

30 = SWITCH SIZE

(15)= FUSE SIZE

NON-FUSIBLE DISCONNECT SWITCH:

600V, 3-POLE, 3OA SWITCH, IN NEMA 1 ENCLOSURE

60" A.F.F. TO DISCONNECT HANDLE, U.O.N.

30 = SWITCH SIZE

3P = FUSE SIZE

SINGLE POLE SWITCH OUTLET. LOWERCASE SUBSCRIPT, WHEN

USED, INDICATES SWITCH LEG, 48" AFF (UON)

EMERGENCY LIGHTING UNITS, WALL MOUNTED, WITH

BATTERY PACK

SURFACE/SUSPENDED FIXTURE - CAPTIAL LETTERS INDICATE

FIXTURE TYPE

1/22/2024 1/22/2024 1/22/2024

1/22/2024 1/22/2024 1/22/2024 1/22/2024 1/22/2024

1/22/2024 1/22/2024

100% 100% 100%

100% 100% 100% 100% 100%

100% 100%

IS

SU

ED

F

OR

ED

M

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

ZJX-1509594-G002

ARTCC

REPLACE SEWAGE AND STORM WATER

LIFT STATIONS AND PIPING

INDEX, LEGENDS, AND ABBREVIATIONS

FL

100% DESIGN

NORTH ARROW

(PLAN NORTH)

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text

NO

AutoCAD SHX Text

DP-1

AutoCAD SHX Text +90"

S

REV DESCRIPTION JCN REDLINE

DATE 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

$D

AT

E$ $T

IM

E$

$N

AM

E$

APPROVED

DATE

$F

IL

ES

8 234567

H

G

F

E

D

C

A

B

NOT TO SCALE

SITE PLAN

CONTROL WING

KIN

GS FERRY R

OAD

POWER

SERVICE

BUILDING

AUXILIARY

SUPPORT

BUILDING

NCO

BLDG.

GUARDHOUSE

COUNTY ROAD NO S-108

ADMINISTRATION WING

AUTOMATION WING

VISITOR PARKING

MAIN ENTRANCE

CONTRACTOR STAGING AREA

CONSTRUCTION TRAILER

CONSTRUCTION CONTRACTOR PARKING AREA

AREAS OF WORK

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, ETC.)

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.

IS

SU

ED

F

OR

ED

M

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

ZJX-1509594-G003

ARTCC

REPLACE SEWAGE AND STORM WATER

LIFT STATIONS AND PIPING

SITE STAGING PLAN

FL

100% DESIGN

AutoCAD SHX Text N

AutoCAD SHX Text A.1

AutoCAD SHX Text B.1

AutoCAD SHX Text C.2

AutoCAD SHX Text C.3

AutoCAD SHX Text C.4

AutoCAD SHX Text A.3

AutoCAD SHX Text A.2

AutoCAD SHX Text A.4

AutoCAD SHX Text A.5

AutoCAD SHX Text C.5

AutoCAD SHX Text VEHICLES, PEDESTRIAN AND DELIVERIES TO SITE SHALL BE THROUGH MAIN ENTRANCE SECURITY GATE.

AutoCAD SHX Text PARKING SHALL BE LIMITED TO CONSTRUCTION STAGING AREA. EXISTING PARKING SPACES AT ARTCC ARE OFF-LIMITS FOR PARKING.

AutoCAD SHX Text

A. CONSTRUCTION ACCESSCONSTRUCTION ACCESS

AutoCAD SHX Text A.6

AutoCAD SHX Text THE FOLLOWING NOTES AND ACCOMPANYING "CONSTRUCTION STAGING PLAN" GRAPHICALLY REPRESENT MANY OF THE MAJOR REQUIREMENTS STATED IN "DIVISION 1 GENERAL REQUIREMENTS" OF THE SPECIFICATIONS. THESE NOTES PARAPHRASE DIVISION 1 REQUIREMENTS AND ARE NOT INTENDED TO MODIFY OR REPLACE DIVISION 1 REQUIREMENTS. CONSTRUCTION ACCESS, PARKING, OFFICES AND EXTENT/SIZE OF CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH SITE PERSONNEL AND COR, IN CONJUNCTION WITH OTHER ON GOING PROJECTS. AT THE SITE AND SHALL BE DETERMINED AT THE PRECONSTRUCTION CONFERENCE.

AutoCAD SHX Text

CONSTRUCTION STAGING PLAN NOTES:

AutoCAD SHX Text VEHICLES, PEDESTRIAN AND DELIVERIES TO SITE SHALL BE THROUGH MAIN ENTRANCE SECURITY GATE. PROVIDE SIGNAGE TO INDICATE ACCESS ROUTE FOR CONSTRUCTION EMPLOYEES AND DELIVERIES ON SITE PROVIDE NECESSARY BARRICADES, LIGHTS, SIGNAGE AND FENCING TO PROTECT, WARN AND DIRECT PERSONS NEAR CONSTRUCTION AREAS. KEEP LOADING DOCK AND CAFETERIA ACCESSIBLE AT ALL TIMES FOR FAA DELIVERIES. DELIVERIES SHALL BE SCHEDULED AND APPROVED IN ADVANCE WITH COR. COORDINATE DELIVERIES WITH THE COR. THE CONTRACTOR SHALL PROVIDE ADEQUATE ILLUMINATION FOR THE STAGING AREA PER OSHA REGULATIONS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR SNOW REMOVAL FROM STAGING AREA. FAA PERSONNEL ACCESS TO OPERATIONAL EQUIPMENT MUST NOT BE IMPEDED BY ANY ACTIVITY.

AutoCAD SHX Text

B. CONTRACTOR PARKINGCONTRACTOR PARKING

AutoCAD SHX Text AN ADVANCE LIST AND WEEKLY LOG OF PERSONNEL SHALL BE PROVIDED TO COR. FAA RESERVES THE RIGHT NOT TO ACCEPT WORKERS. TEMPORARY SECURITY BADGES SHALL BE ISSUED TO CONSTRUCTION PERSONNEL. SUPERVISORY PERSONNEL SHALL BE RESPONSIBLE FOR CONDUCT OF THEIR PERSONNEL WHILE IN THE BUILDING. VEHICLES SHALL BE MARKED. SITE IS A SECURE AREA AND CONSTRUCTION PERSONNEL SHALL REMAIN IN CONSTRUCTION AREAS. FAA ESCORTS OR PICTURE BADGED CONTRACTOR DESIGNATED ESCORTS SHALL BE REQUIRED FOR CONSTRUCTION PERSONNEL WORKING WITHIN THE BUILDING. COORDINATE WORK WITHIN THE BUILDING IN ADVANCE WITH COR. ESCORTS OUTSIDE BUILDING MAY BE REQUIRED. USE GREAT CARE AND CAUTION WHILE WORKING IN THIS FACILITY. WORK SHALL BE COORDINATED WITH COR. DISRUPTION OF THIS FACILITY SHALL NOT BE PERMITTED. EXISTING FAA AIR TRAFFIC CONTROL EQUIPMENT SHALL REMAIN OPERATIONAL THROUGHOUT THE DURATION OF THIS CONTRACT. PROTECTION OF ANY AND ALL EQUIPMENT FROM PHYSICAL OR ELECTRICAL DAMAGE IS OF UTMOST IMPORTANCE. INCIDENTAL OR ACCIDENTAL NEGLIGENCE RESULTING IN A LOSS OR DISRUPTION OF OPERATIONS SHALL BE REPORTED TO THE COR IMMEDIATELY.

AutoCAD SHX Text C.1

AutoCAD SHX Text

C. FAA SECURITY REQUIREMENTSFAA SECURITY REQUIREMENTS

AutoCAD SHX Text

D. CONSTRUCTION MATERIAL STORAGECONSTRUCTION MATERIAL STORAGE

AutoCAD SHX Text D.1

AutoCAD SHX Text STORAGE OF CONSTRUCTION MATERIALS AND TRAILERS ON SITE SHALL BE LIMITED TO THE CONSTRUCTION STAGING AREA. THE CONSTRUCTION STAGING AREA SHALL BE SURROUNDED BY A SURFACE FENCE. AVOID DISTURBANCE OF UNDERGROUND UTILITIES IN THE AREA. MATERIALS SHALL BE NEATLY STORED AND PROTECTED. LIGHTING SHALL BE PROVIDED AT THE DISCRETION OF COR. STORAGE OF CONSTRUCTION MATERIALS AND TRAILERS ON SITE SHALL BE LIMITED TO THE CONSTRUCTION STAGING AREA. THE CONSTRUCTION STAGING AREA SHALL BE SURROUNDED BY A FENCE. MATERIALS SHALL BE NEATLY STORED AND PROTECTED. LIGHTING SHALL BE PROVIDED AT THE DISCRETION OF COR. NO DIGGING WITHOUT PRIOR PERMISSION FROM COR. BURIED CABLES (UNDERGROUND UTILITIES) MAY RUN THROUGH STAGING AREA AND ELSEWHERE.

AutoCAD SHX Text

E. CONSTRUCTION DEBRISCONSTRUCTION DEBRIS

AutoCAD SHX Text E.1

AutoCAD SHX Text DUMPSTERS FOR DISPOSAL OF CONSTRUCTION DEBRIS SHALL BE PROVIDED BY THE CONTRACTOR WITHIN THE CONSTRUCTION STAGING AREA. AREAS AROUND DUMPSTERS SHALL BE KEPT CLEAN AND FREE OF EXCESS DEBRIS AND DUST DURING CONSTRUCTION. DEBRIS SHALL BE REMOVED DAILY.

AutoCAD SHX Text

F. NOT USEDNOT USED

AutoCAD SHX Text

G. CONSTRUCTION OFFICECONSTRUCTION OFFICE

AutoCAD SHX Text G.1

AutoCAD SHX Text TRAILERS FOR OFFICE, MATERIALS AND EQUIPMENT STORAGE SHALL BE LOCATED WEST OF THE AUTOMATION WING. POINT OF CONNECTION SHALL BE DETERMINED AT PRECONSTRUCTION CONFERENCE. HOOK-UPS SHALL BE THE RESPONSIBILITY OF CONTRACTOR.

AutoCAD SHX Text

H. CONSTRUCTION TOILET FACILITIESCONSTRUCTION TOILET FACILITIES

AutoCAD SHX Text H.1

AutoCAD SHX Text

SEE DIVISION 1 SPECIFICATIONS

AutoCAD SHX Text

I. DEMOLITION AND CONSTRUCTION HOURSDEMOLITION AND CONSTRUCTION HOURS

AutoCAD SHX Text I.1

AutoCAD SHX Text AIR TRAFFIC CONTROL FUNCTION OF THIS FACILITY SHALL NOT BE INTERFERED WITH. DEMOLITION AND CONSTRUCTION NOISE SHALL BE MINIMIZED BETWEEN 6:00 AM TO 11:00 PM. FAA HAS AND MAINTAINS EQUIPMENT THAT IS CRITICAL TO ITS OPERATION THROUGHOUT THIS FACILITY. COORDINATE WITH COR LOCATION OF CRITICAL EQUIPMENT THAT MAY BE AFFECTED BY THE WORK AND PROCEDURES TO PROTECT THIS AND OTHER FAA/GOVERNMENT EQUIPMENT. WORK ON CRITICAL EQUIPMENT SHALL BE ACCOMPLISHED DURING OFF-HOURS OF 11:00 PM TO 6:00 AM OR AS APPROVED BY COR. NOISY DEMOLITION (INSIDE OR OUTSIDE) AND OFF-HOURS CONSTRUCTION ACTIVITIES SHALL BE SCHEDULED, COORDINATED AND APPROVED IN WRITING BY COR WITH A MINIMUM OF 15 WORKING DAYS NOTICE IN ADVANCE OF PERFORMANCE OF THE WORK. CONCRETE SAWING, CORE DRILLING, CONCRETE DEMOLITION AND ANCHOR DRILLING SHALL BE ALLOWED ONLY AT PREARRANGED TIMES APPROVED BY COR. SCHEDULE, COORDINATE AND HAVE APPROVAL BY COR IN WRITING, A MINIMUM OF 15 WORKING DAYS BEFORE THE PERFORMANCE OF THE WORK.

AutoCAD SHX Text I.2

AutoCAD SHX Text I.3

AutoCAD SHX Text I.4

AutoCAD SHX Text

J. NOT USEDNOT USED

AutoCAD SHX Text

K. NOT USEDNOT USED

AutoCAD SHX Text

L. PARKING LOT AND DRIVEWAY REPAIRPARKING LOT AND DRIVEWAY REPAIR

AutoCAD SHX Text UPON COMPLETION OF WORK, REPAIR SURFACES AFFECTED BY THE WORK TO ORIGINAL CONDITION. DISTURBED LAWNS AND LANDSCAPING SHALL BE RESTORED TO ORIGINAL CONDITION TO THE SATISFACTION OF COR.

AutoCAD SHX Text L.1

AutoCAD SHX Text L.1

AutoCAD SHX Text

M. EQUIPMENT PROTECTIONEQUIPMENT PROTECTION

AutoCAD SHX Text M.1

AutoCAD SHX Text PROTECT NEW AND EXISTING FAA EQUIPMENT, BOTH INSIDE AND OUTSIDE BUILDING, FROM DAMAGE, INCLUDING BUT NOT LIMITED TO, DAMAGE CAUSED BY IMPACT, WATER, DEBRIS AND DUST, INCLUDING CORE DRILLING. SHUTDOWNS AND SWITCHOVERS OF MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE ACCOMPLISHED DURING OFF-HOURS AS INDICATED IN NOTE I.2 THIS SHEET UNDER DEMOLITION AND CONSTRUCTION HOURS. ONLY FAA MAY OPERATE MECHANICAL VALVES, COORDINATE SHUTTING OFF VALVES WITH COR. PREPARATORY WORK SHALL BE COMPLETED PRIOR TO SHUTDOWN AND SWITCHOVER. SCHEDULE, COORDINATE AND HAVE APPROVAL IN WRITING BY COR WITH A MINIMUM OF 10 WORKING DAYS NOTICE IN ADVANCE OF PERFORMANCE OF WORK.ONLY FAA PERSONNEL MAY OPERATE CIRCUIT BREAKERS. REQUEST PERMISSION OF FAA IN ADVANCE AND IN WRITING FOR EACH CASE OF BREAKER OPERATION. DO NOT OPEN (DE-ENERGIZE) OR CLOSE (ENERGIZE) ANY CIRCUIT BREAKER AT ANY TIME. ARTCC IS A 24 HOUR 7 DAY PER WEEK OPERATING FACILITY. IT WILL BE NECESSARY TO COORDINATE CONSTRUCTION ACTIVITY SO AS NOT TO INTERFERE WITH FUNCTIONS OF THE ARTCC. NO WELDING EQUIPMENT SHALL BE POWERED BY THE FACILITY ELECTRICAL SYSTEM. WELDING SHALL NOT BE PERMITTED IN FAA OCCUPIED AREAS UNLESS APPROVED IN WRITING BY COR. VENTILATION PLAN MUST BE SUBMITTED TO FAA COR PRIOR TO ON SITE WELDING ACTIVITIES. A HOT WORK PERMIT IS REQUIRED FOR ANY ONSITE WELDING ACTIVITIES.

AutoCAD SHX Text M.2

AutoCAD SHX Text M.3

M.4

REV DESCRIPTION JCN REDLINE

DATE 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

$D

AT

E$ $T

IM

E$

$N

AM

E$

APPROVED

DATE

$F

IL

ES

8 234567

H

G

F

E

D

C

A

B

ADMINISTRATION WING LIFT STATION LOCATION PLAN

M101

8' 0 8' 16'

SCALE: 1/8" = 1'-0"

DEMOLISHED MATERIAL MUST BE REMOVED FROM THE BUILDING VIA THIS AREAWAY. USE THIS AREAWAY TO

BRING INSTALLATION MATERIALS INTO THE BUILDING.

DEMOLISH AND PROVIDE 4" PIPING. CONNECT TO EXISTING PIPING WITH FLANGED CONNECTION 6" AWAY FROM

WALL PENETRATION. INSTALL AT 1/8" PER FOOT SLOPED DOWNWARD TOWARD LIFT STATION.

DDCP-17 (BOILER/PUMP PANEL). SEE M601 FOR POINTS TO BE ADDED AT THIS PANEL.

DDCP-25 (AHU-330). SEE M601 FOR POINTS TO BE ADDED AT THIS PANEL.

DEMOLISH EXISTING P-1/2 MOTOR CONTROL PANEL.

PROVIDE AND INSTALL NEW P-1/2 MOTOR CONTROL PANEL IN THIS LOCATION.

EXISTING SEP-32A&B MOTOR CONTROL PANEL TO REMAIN.

EXISTING POWER FOR SEP-32A&B FED FROM MCC-1A AND MCC-1B. SEE DRAWING E101 FOR MORE INFORMATION.

EXISTING POWER FOR P-1&2 FED FROM PANEL "U". SEE DRAWING E102 FOR MORE INFORMATION.

1&2 M201

3&4 M201

P 1&2

SEP

32A&B

IS

SU

ED

F

OR

ED

M

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

ZJX-1509594-M101

ARTCC

REPLACE SEWAGE AND STORM WATER

LIFT STATIONS AND PIPING

ADMIN WING LIFT STATION LOCATION PLAN

FL

100% DESIGN

GENERAL NOTES

1. COORDINATE ALL DEMOLITION AND INSTALLATION ACTIVITIES WITH COR.

2. ONLY ONE STORM WATER OR SEWAGE PUMP MAY BE TAKEN OUT OF SERVICE PRIOR TO TEMPORARY PUMP

SUCCESSFULLY COMPLETING A 48 HOUR PROVING PERIOD.

3. NEW PUMPS MUST COMPLETE A PROVING PERIOD OF AT LEAST 48 HOURS FOLLOWING INSTALLATION BEFORE

THE SECOND PUMP MAY BE TAKEN OUT OF SERVICE.

4. SCHEDULE SHUT DOWN OF SEWAGE PUMPS TO AVOID PERIODS OF HEAVY USAGE, SUCH AS SHIFT CHANGES AND BREAK TIMES. SCHEDULE SHUT DOWN OF STORM WATER PUMPS TO AVOID INCLEMENT WEATHER.

5. CLEAN DEMOLISHED PUMP EQUIPMENT AND PROTECT FLOORING TO SATISFACTION OF COR PRIOR TO

REMOVING DEMOLISHED MATERIAL

NOTES

PANEL U

MCC-1A

MCC-1B

AutoCAD SHX Text K

AutoCAD SHX Text F

AutoCAD SHX Text C-1

AutoCAD SHX Text A-1

AutoCAD SHX Text A-2

AutoCAD SHX Text A-3

AutoCAD SHX Text A-4

AutoCAD SHX Text A-5

AutoCAD SHX Text A-6

AutoCAD SHX Text B115

AutoCAD SHX Text B114

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text B108

AutoCAD SHX Text B117

AutoCAD SHX Text B113

AutoCAD SHX Text

CHILLER ROOM

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CCMS AREA

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

ENVIRONMENTAL WORK AREA

AutoCAD SHX Text

MECHANICAL EQUIPMENT ROOM

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text B103C

AutoCAD SHX Text B103D

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

LOCKER ROOM

AutoCAD SHX Text B112B

AutoCAD SHX Text B113A

AutoCAD SHX Text

LIFT STATION

AutoCAD SHX Text

AutoCAD SHX Text

BOILER ROOM

AutoCAD SHX Text

AREAWAY

AutoCAD SHX Text B116

AutoCAD SHX Text B118

AutoCAD SHX Text

ENVIRONMENTAL WORK AREA

AutoCAD SHX Text B112

AutoCAD SHX Text

MOTOR CONTROL

AutoCAD SHX Text

LIFT

AutoCAD SHX Text

STATION

REV DESCRIPTION JCN REDLINE

DATE 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

$D

AT

E$ $T

IM

E$

$N

AM

E$

APPROVED

DATE

$F

IL

ES

8 234567

H

G

F

E

D

C

A

B

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

SU

ED

F

OR

ED

M

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

ZJX-1509594-M102

ARTCC

REPLACE SEWAGE AND STORM WATER

LIFT STATIONS AND PIPING

AUTOMATION WING LIFT STATION LOCATION PLAN

FL

100% DESIGN

GENERAL NOTES

1. COORDINATE ALL DEMOLITION AND INSTALLATION ACTIVITIES WITH COR.

2. ONLY ONE STORM WATER OR SEWAGE PUMP MAY BE TAKEN OUT OF SERVICE PRIOR TO TEMPORARY PUMP

SUCCESSFULLY COMPLETING A 48 HOUR PROVING PERIOD.

3. NEW PUMPS MUST COMPLETE A PROVING PERIOD OF AT LEAST 48 HOURS FOLLOWING INSTALLATION BEFORE

THE SECOND PUMP MAY BE TAKEN OUT OF SERVICE.

4. SCHEDULE SHUT DOWN OF SEWAGE PUMPS TO AVOID PERIODS OF HEAVY USAGE, SUCH AS SHIFT CHANGES AND BREAK TIMES. SCHEDULE SHUT DOWN OF STORM WATER PUMPS TO AVOID INCLEMENT WEATHER.

5. CLEAN DEMOLISHED PUMP EQUIPMENT AND PROTECT FLOORING TO SATISFACTION OF COR PRIOR TO

REMOVING DEMOLISHED MATERIAL

NOTES

1 DEMOLISHED MATERIAL FOR AUTOMATION WING LIFT STATIONS MUST BE REMOVED FROM THE BUILDING VIA THIS

AREAWAY. USE THIS AREAWAY TO BRING INSTALLATION MATERIALS INTO THE BUILDING.

DDCP-23 LOCATED ABOVE ON FIRST FLOOR. SEE M601 FOR POINTS TO BE ADDED AT THIS PANEL.

EXISTING 1" CONDUIT UP TO DDCP-23.

DEMOLISH EXISTING MOTOR CONTROL PANEL. PROVIDE AND INSTALL NEW MOTOR CONTROL PANEL.

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

ADDITIONAL DETAIL.

PNL E-12-AA

PNL E-12-AB

AutoCAD SHX Text

AutoCAD SHX Text D-D

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text L-L

AutoCAD SHX Text J-J

AutoCAD SHX Text

AutoCAD SHX Text

UP

AutoCAD SHX Text

AREAWAY

AutoCAD SHX Text 14A

AutoCAD SHX Text

STAIR-D

AutoCAD SHX Text

STAIR-B

AutoCAD SHX Text

PUMP ROOM

AutoCAD SHX Text

SUMP ROOM

AutoCAD SHX Text B136

AutoCAD SHX Text B139

AutoCAD SHX Text 12A

AutoCAD SHX Text

ELECTRICAL DISTRIBUTION ROOM

AutoCAD SHX Text 13A

MECHANICAL EQUIPMENT ROOM

REV DESCRIPTION JCN REDLINE

DATE 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

$D

AT

E$ $T

IM

E$

$N

AM

E$

APPROVED

DATE

$F

IL

ES

8 234567

H

G

F

E

D

C

A

B

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

SU

ED

F

OR

ED

M

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

ZJX-1509594-M201

ARTCC

REPLACE SEWAGE AND STORM WATER

LIFT STATIONS AND PIPING

ADMIN WING LIFT STATION ELEVATIONS

FL

100% DESIGN

GENERAL NOTES

1. COORDINATE ALL DEMOLITION AND INSTALLATION ACTIVITIES WITH COR.

2. ONLY ONE STORM WATER OR SEWAGE PUMP MAY BE TAKEN OUT OF SERVICE PRIOR TO TEMPORARY PUMP

SUCCESSFULLY COMPLETING A 48 HOUR PROVING PERIOD.

3. NEW PUMPS MUST COMPLETE A PROVING PERIOD OF AT LEAST 48 HOURS FOLLOWING INSTALLATION BEFORE

THE SECOND PUMP MAY BE TAKEN OUT OF SERVICE.

4. SCHEDULE SHUT DOWN OF SEWAGE PUMPS TO AVOID PERIODS OF HEAVY USAGE, SUCH AS SHIFT CHANGES AND BREAK TIMES. SCHEDULE SHUT DOWN OF STORM WATER PUMPS TO AVOID INCLEMENT WEATHER.

5. CLEAN DEMOLISHED PUMP EQUIPMENT AND PROTECT FLOORING TO SATISFACTION OF COR PRIOR TO

REMOVING DEMOLISHED MATERIAL

NOTES

DEMOLISH LEVEL SWITCH, FLOAT, AND HARDWARE.

DEMOLISH EXISTING PUMP, MOTOR, HARDWARE, AND ADAPTERS.

DEMOLISH EXISTING CHECK VALVE AND ISOLATION VALVE UP TO FLANGE AT LIMIT OF DEMOLITION.

DEMOLISH EXISTING COVER. SUMP BASIN TO REMAIN.

INLET PIPING TO REMAIN. REMOVE AS REQUIRED TO DEMOLISH EXISTING COVER. IF THE REMOVED PIPING IS NOT ABLE TO BE REINSTALLED ONCE THE NEW COVER IS INSTALLED, INSTALL NEW SUMP INLET PIPING THAT EXTENDS 3" BELOW

TOP OF COVER.

PROVIDE AND INSTALL LEVEL SWITCH, FLOAT, AND HARDWARE.

PROVIDE AND INSTALL NEW PUMP, MOTOR, HARDWARE, AND ADAPTERS.

PROVIDE AND INSTALL CHECK VALVE, ISOLATION VALVE, AND OUTLET PIPING AS NEEDED TO CONNECT TO EXISTING

PIPING.

PROVIDE AND INSTALL NEW COVER. ENSURE THAT NEW COVER IS COMPATIBLE WITH EXISTING SUMP BASIN AND INLET

PIPING LOCATIONS.

PROVIDE AND INSTALL ULTRASONIC LEVEL SENSOR AND INTEGRATE WITH BUILDING DDCP SYSTEM. SEE POINTS

SCHEDULE ON P601.

AutoCAD SHX Text

FLOOR LEVEL

AutoCAD SHX Text

FLOOR LEVEL

AutoCAD SHX Text

FLOOR LEVEL

FLOOR LEVEL

REV DESCRIPTION JCN REDLINE

DATE 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

$D

AT

E$ $T

IM

E$

$N

AM

E$

APPROVED

DATE

$F

IL

ES

8 234567

H

G

F

E

D

C

A

B

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 95

IS

SU

ED

F

OR

ED

M

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

ZJX-1509594-M202

ARTCC

REPLACE SEWAGE AND STORM WATER

LIFT STATIONS AND PIPING

AUTOMATION WING LIFT STATION ELEVATIONS

FL

100% DESIGN

GENERAL NOTES

1. COORDINATE ALL DEMOLITION AND INSTALLATION ACTIVITIES WITH COR.

2. ONLY ONE STORM WATER OR SEWAGE PUMP MAY BE TAKEN OUT OF SERVICE PRIOR TO TEMPORARY PUMP

SUCCESSFULLY COMPLETING A 48 HOUR PROVING PERIOD.

3. NEW PUMPS MUST COMPLETE A PROVING PERIOD OF AT LEAST 48 HOURS FOLLOWING INSTALLATION BEFORE

THE SECOND PUMP MAY BE TAKEN OUT OF SERVICE.

4. SCHEDULE SHUT DOWN OF SEWAGE PUMPS TO AVOID PERIODS OF HEAVY USAGE, SUCH AS SHIFT CHANGES AND BREAK TIMES. SCHEDULE SHUT DOWN OF STORM WATER PUMPS TO AVOID INCLEMENT WEATHER.

5. CLEAN DEMOLISHED PUMP EQUIPMENT AND PROTECT FLOORING TO SATISFACTION OF COR PRIOR TO

REMOVING DEMOLISHED MATERIAL

NOTES

DEMOLISH LEVEL SWITCH, FLOAT, AND HARDWARE.

DEMOLISH EXISTING PUMP, MOTOR, HARDWARE, AND ADAPTERS.

DEMOLISH EXISTING CHECK VALVE AND ISOLATION VALVE UP TO FLANGE AT LIMIT OF DEMOLITION.

DEMOLISH EXISTING COVER. SUMP BASIN TO REMAIN.

INLET PIPING TO REMAIN. REMOVE AS REQUIRED TO DEMOLISH EXISTING COVER. IF THE REMOVED PIPING IS NOT ABLE TO BE REINSTALLED ONCE THE NEW COVER IS INSTALLED, INSTALL NEW SUMP INLET PIPING THAT EXTENDS 3" BELOW

TOP OF COVER.

PROVIDE AND INSTALL LEVEL SWITCH, FLOAT, AND HARDWARE.

PROVIDE AND INSTALL NEW PUMP, MOTOR, HARDWARE, AND ADAPTERS.

PROVIDE AND INSTALL CHECK VALVE, ISOLATION VALVE, AND OUTLET PIPING AS NEEDED TO CONNECT TO EXISTING

PIPING.

PROVIDE AND INSTALL NEW COVER. ENSURE THAT NEW COVER IS COMPATIBLE WITH EXISTING SUMP BASIN AND INLET

PIPING LOCATIONS.

PROVIDE AND INSTALL ULTRASONIC LEVEL SENSOR AND INTEGRATE WITH BUILDING DDCP SYSTEM. SEE POINTS

SCHEDULE ON P601.

DEMOLISH PRIMARY FLOAT SWITCH AND EMERGENCY FLOAT SWITCH.

PROVIDE AND INSTALL NEW PRIMARY AND EMERGENCY FLOAT SWITCHES.

AutoCAD SHX Text

FLOOR LEVEL

AutoCAD SHX Text

FLOOR LEVEL

AutoCAD SHX Text

FLOOR LEVEL

FLOOR LEVEL

REV DESCRIPTION JCN REDLINE

DATE 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

$D

AT

E$ $T

IM

E$

$N

AM

E$

APPROVED

DATE

$F

IL

ES

8 234567

H

G

F

E

D

C

A

B

IS

SU

ED

F

OR

ED

M

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

ZJX-1509594-M601

ARTCC

REPLACE SEWAGE AND STORM WATER

LIFT STATIONS AND PIPING

LIST STATION PUMP SCHEDULE AND POINTS LIST

FL

100% DESIGN

REV DESCRIPTION JCN REDLINE

DATE 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

$D

AT

E$ $T

IM

E$

$N

AM

E$

APPROVED

DATE

$F

IL

ES

8 234567

H

G

F

E

D

C

A

B

DEMOLISH EXISTING BRANCH CIRCUIT WIRING AND CIRCUIT BREAKER. EXISTING CONDUIT TO REMAIN.

PROVIDE AND INSTALL NEW CIRCUIT BREAKER, AMP RATING AS INDICATED ON PANELBOARD SCHEDULE, TO FEED NEW EQUIPMENT. BREAKER SHALL MATCH EXISTING PANELBOARD MANUFACTURER TYPE AND AIC RATINGS

NOTES

1 2

1 2

1 2

IS

SU

ED

F

O R

ED

M

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

ZJX-1509594-E102

ARTCC

REPLACE SEWAGE AND STORM WATER

LIFT STATIONS AND PIPING

PANEL SCHEDULES

FL

100% DESIGN

REV DESCRIPTION JCN REDLINE

DATE 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

$D

AT

E$ $T

IM

E$

$N

AM

E$

APPROVED

DATE

$F

IL

ES

8 234567

H

G

F

E

D

C

A

B

MCC-1A ONE-LINE

NTSE101

MCC-1B ONE-LINE

NTSE101

DEMOLISH EXISTING BRANCH CIRCUIT WIRING AND CIRCUIT BREAKER. EXISTING CONDUIT TO REMAIN.

PROVIDE AND INSTALL NEW CIRCUIT BREAKER, AMP RATING AS INDICATED ON PANELBOARD SCHEDULE, TO FEED NEW EQUIPMENT. BREAKER SHALL MATCH EXISTING PANELBOARD MANUFACTURER TYPE AND AIC RATINGS

NOTES

IS

SU

ED

F

O R

ED

M

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

DO NOT SIGN

ZJX-1509594-E101

ARTCC

REPLACE SEWAGE AND STORM WATER

LIFT STATIONS AND PIPING

MCC-1A & 1B ONE-LINE DIAGRAMS

FL

100% DESIGN

File details come from the government source that posted it. Updated .