TEB-DRAWINGS-100__SUBMISSION-Signed_revised 8-6-25.pdf

SS

C

CW CW CW CW CW CW CW CW

G G G G G G G G G

E E

E

X

X

X X X X X X X X X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

38.00'

E

X X X X X X X X X

X X

O

XX

X X

X

XXX

X

X

E

SS

SS

SS

SS

SS

GH

GH

E

E

E

E

C

C

C

C

C C

C C

C

V

FIN. FL EL 10.54'±

E.G. BUILDING

CATCH BASIN

OFFICE TRAILER

E

E

ATCT

FRED WEHREN DRIVE

BASE BUILDING

S

12" RCP

12" RCP

12" RCP

SS SS SSSS SSSS SS

SS

E E

E E

E E

E E

E E

E E

E

E

E

E

E

E

E

E

E

C

C

C

C C

CC

T

CW

CW

SD

SD

SD

SD

SD

SD

CC

9 10

FIN. FL EL 10.54'±

LAT: 40.852755°

LONG: -74.054988°

POWER

POLE

(PSE&G)

GATE OPERATOR

ELECTRIC LINE

(PSE&G)

ELECTRIC UTILITY

METER (PSE&G)

POWER POLE

(PSE&G)

TIMBER RETAINING WALL

(APROX. 0.5'-1.5' ABOVE GRADE)

EARTH SYSTEM

ELECTRODE (TYP.)

SHRUBS (TYP.)

GROUND ROD (TYP.)

STUMP

SHRUBS (TYP.)

QUARTZITE DECORATIVE ROCK

SURFACE (4" THICK) (TYP.)

ELECTRIC VAULT

PORTABLE

SHED

GROUNDING

HANDHOLE

ASPHALT PARKING AREA

TANK ACCESS

STAIRS ON

NORTH SIDE

500 GAL. ABOVE GROUND

FUEL STORAGE TANK

EXHAUST

HOODWATER

METER

CHAIN LINK VEHICLE

ACCESS PIVOT GATE

DUMPSTER AREA

GATE ACCESS

COMMUNICATIONS

AC COMPRESSOR

ON CONC. PAD

DOWN CONDUCTOR

(TYP. OF 4)

AIRPORT TRAFFIC

CONTROL TOWER

(ATCT)

ENTRANCE

CANOPY

SMOKING SHELTER

ON CONCRETE PAD

PVC FENCE

DOUBLE

SWING GATE

FENCE

PEDESTRIAN

ACCESS GATE

V-SWALE

CHAIN LINK FENCE

12" WATER LINE

(VEOLIA)

SANITARY SEWER MAIN

(VEOLIA)

SANITARY SEWER MAIN

(VEOLIA)

SS SS SS SS

CC

SANITARY SEWER

FORCE MAIN

CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC

C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C

GROUND

WELL

C

EXISTING RAILINGS AND

ALUMINUM RAMP STRUCTURE

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

TETERBORO NJTETERBORO AIRPORT (TEB)

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

03/25/2025

TEB - D - ATCT -

TETERBORO (TEB) ATCT DEMOLITION DESIGN

ENGINEERING

SERVICES

TERMINAL

TETERBORO ATCT

TETERBORO,

NEW JERSEY

LEGEND

ASPHALT PAVEMENT

TREE

QUARTZITE STONE

GATE

SEWER CLEAN OUT

SEWER MANHOLE

WATER VALVE

ELECTRIC HANDHOLEE

TYPICALTYP

PROPERTY LINE

CHAIN LINK FENCE

EDGE OF BUILDING OR STRUCTURE

ELECTRIC LINE

GAS LINE

COMMUNICATIONS LINE

SANITARY SEWER LINE

STORM DRAIN LINE

TELECOMMUNICATIONS LINE

WATER LINE

C101

A8 EXISTING CONDITIONS PLAN

1" = 10'

EXISTING CONDITIONS PLAN

C101

FEET

Scale: 1 INCH = 10 FEET

20100 5

BOLLARD

CATCH BASIN

POWER POLE

PORTLAND CEMENT CONCRETE

MULCH

PRECAST CONCRETE WHEELSTOP

TIMBER RETAINING WALL

COMMUNICATIONS BOXC

SHRUB

GROUNDING HANDHOLEGH

EXISTING CONDITIONS NOTES

1. EXISTING CONDITIONS SHOWN ON THIS PLAN ARE APPROXIMATE AND ARE BASED

ON:

1.1. "FACILITY MODERNIZATION MOBILE ADMINISTRATION OFFICE ADDITION,

TETERBORO AIRPORT (TEB), TETERBORO, NEW JERSEY, DATED JUNE 2012. AS

THE OFFICE ADDITION HAS ALREADY BEEN BUILT, DESIGN INFORMATION SHOWN

ON THOSE PLANS WAS CONVERTED TO EXISTING CONDITIONS AS SHOWN

HEREIN.

1.2. FIELD OBSERVATIONS BY JACOBS DURING A SITE VISIT ON JULY 16, 2024

1.3. INPUT FROM FAA RECEIVED DURING DEVELOPMENT OF THE DEMOLITION DESIGN

PHASE.

1.4. CENTER POINT OF TOWER LOCATION AS INTERPRETED FROM GOOGLE EARTH.

2. WETLANDS MAY EXIST OUTSIDE OF PROJECT LIMITS. NO ON-SITE WETLAND

DELINEATION HAS BEEN PERFORMED FOR THIS PROJECT. FIELD VERIFY EDGE OF

WETLAND RESOURCE AREAS AND NOTIFY CONTRACTING OFFICER IF FIELD

CONDITIONS DIFFER FROM THOSE SHOWN.

3. BOUNDARY INFORMATION SHOWN IS APPROXIMATE AND IS BASED ON REFERENCE

PLAN CITED ABOVE. NO ON-SITE TOPOGRAPHIC OR BOUNDARY SURVEYS WERE

PERFORMED FOR THIS PROJECT.

4. EXISTING CONDITIONS LOCATIONS, SIZES, AND DIMENSIONS ARE APPROXIMATE,

AND MUST BE FIELD VERIFIED. DRAWING SCALE IS PROVIDED FOR GENERAL

REFERENCE ONLY.

5. FIELD VERIFY THE EXISTENCE, LOCATIONS, DEPTHS, AND SERVICEABILITY OF

EXISTING UTILITIES PRIOR TO THE START OF WORK.

6. UNDERGROUND UTILITIES WILL BE SURVEYED BY THE PORT AUTHORITY FOR

RECORD PURPOSES. COORDINATE ACCESS FOR SURVEYORS.

N

S

SD SD

SS SS

T T

CW CW

C C

G G

E E

X X

HEADWALL

PIER FOUNDATION

VERIZON BOXV

CONTOUR1 1

PVC FENCE0 0

D. PETTIT

S. LAWSON

K. BIENKOWSKI

CW CW CW CW CW CW CW CW

G G G G G G G G G

X

X

X

X X X X X X X X X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

38.00'

E

X X X X X X X X X

X X

O

XX

X X

X

XXX

X

X

EGH

GH

E

E

E

E

C

C

C

C

C C

C C

C

V

FIN. FL EL 10.54'±

E.G. BUILDING

CATCH BASIN

OFFICE TRAILER

E

E

ATCT

FRED WEHREN DRIVE

BASE BUILDING

S

12" RCP

12" RCP

12" RCP

CW

CWCWCWCW

CW

SS

E E

E E

E E

E E

E E

E E

E

E

E

E

E

E

E

E

E

C

C

C

C C

CC

T

CW

CW

SD

SD

SD

SD

SD

SD

CC

FIN. FL EL 10.54'±

LAT: 40.852755°

LONG: -74.054988°

POWER

POLE

(PSE&G)

GATE OPERATOR

ELECTRIC LINE

(PSE&G)

ELECTRIC UTILITY

METER (PSE&G)

POWER POLE

(PSE&G)

TIMBER RETAINING WALL

(APROX. 0.5'-1.5' ABOVE GRADE)

EARTH SYSTEM

ELECTRODE (TYP.)

SHRUBS (TYP.)

GROUND ROD (TYP.)

STUMP

SHRUBS (TYP.)

QUARTZITE DECORATIVE ROCK

SURFACE (4" THICK) (TYP.)

ELECTRIC VAULT

PORTABLE

SHED

GROUNDING

HANDHOLE

ASPHALT PARKING AREA

TANK ACCESS

STAIRS ON

NORTH SIDE

500 GAL. ABOVE GROUND

FUEL STORAGE TANK

EXHAUST

HOODWATER

METER

CHAIN LINK VEHICLE

ACCESS PIVOT GATE

DUMPSTER AREA

GATE ACCESS

COMMUNICATIONS

AC COMPRESSOR

ON CONC. PAD

DOWN CONDUCTOR

(TYP. OF 4)

AIRPORT TRAFFIC

CONTROL TOWER

(ATCT)

ENTRANCE

CANOPY

SMOKING SHELTER

ON CONCRETE PAD

PVC FENCE

DOUBLE

SWING GATE

FENCE

PEDESTRIAN

ACCESS GATE

V-SWALE

CHAIN LINK FENCE

12" WATER LINE

(VEOLIA)

SANITARY SEWER MAIN

(VEOLIA)

SANITARY SEWER MAIN

(VEOLIA)

CC

SANITARY SEWER

FORCE MAIN

CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC

C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C

GROUND

WELL

C

REMOVE WHEELSTOP

(TYP. OF 11)

REMOVE BOLLARDS SURROUNDING

METER (TYP. OF 5)

SEE NOTE 5

(TYP. OF ALL UTILITIES)

DEMOLISH AND REMOVE

FUEL STORAGE TANK.

SEE NOTE 2

DEMOLISH AND

REMOVE CONCRETE

SIDEWALK

DEMOLISH AND REMOVE

CONCRETE PADS

REMOVE ASPHALT PAVEMENT

AND BASE COURSE

TEMPORARILY REMOVE PERIMETER FENCE FABRIC.

SEE NOTES 1 AND 4

REMOVE WHEELSTOP

(TYP. OF 2)

EXISTING FENCE MUST

REMAIN. SEE NOTE 3.

REMOVE STUMP

DEMOLISH AND REMOVE

SCREEN FENCE

DEMOLISH AND REMOVE

CONCRETE PAD

DEMOLISH AND REMOVE RAILINGS

AND ALUMINUM RAMP STRUCTURE

DEMOLISH AND

REMOVE SCREEN

FENCE

STORM DRAINAGE SYSTEM

MUST REMAIN. SEE NOTE 1.

DEMOLISH AND REMOVE

CONCRETE PAD BENEATH

SHELTER

DEMOLISH AND

REMOVE PVC FENCE

AND FOUNDATIONS

DEMOLISH AND REMOVE

TIMBER RETAINING WALL

REMOVE MULCH

REMOVE DOWN CONDUCTORS

(TYP.)

DEMOLISH AND REMOVE

CONCRETE PAD

DEMOLISH AND REMOVE

CONCRETE DUMPSTER PAD

AND BASE COURSE

FULL DEPTH SAWCUT PRIOR

TO PAVEMENT REMOVAL

REMOVE CHAIN

LINK FENCE,

SCREENING, AND

FOUNDATIONS

REMOVE MECHANICALLY-

OPERATED GATE AND

OPERATIONAL EQUIPMENT

AND MECHANISM

REMOVE CONCRETE PAD

FOLLOWING PSEG'S

REMOVAL OF METER

REMOVE BOLLARDS

(TYP. OF 6)

DEMOLISH AND REMOVE

TIMBER RETAINING WALL

REMOVE CONCRETE PAD

DEMOLISH AND

REMOVE BOLLARDS

AND FOUNDATIONS

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

TETERBORO NJTETERBORO AIRPORT (TEB)

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

07/23/2025

TEB - D - ATCT -

TETERBORO (TEB) ATCT DEMOLITION DESIGN

ENGINEERING

SERVICES

TERMINAL

TETERBORO ATCT

TETERBORO,

NEW JERSEY

CIVIL SITE DEMOLITION PLAN

D101

FEET

Scale: 1 INCH = 10 FEET

20100 5

GENERAL SHEET NOTES

A. ITEMS DESIGNATED TO REMAIN MUST BE PROTECTED IN PLACE

B. FIELD VERIFY THE LOCATIONS OF SUBSURFACE EXISTING UTILITIES AND MARK THEIR

LOCATIONS IN THE FIELD BEFORE CONDUCTING DEMOLITION.

N

CIVIL SITE DEMOLITION NOTES

1. THE EXISTING DRAINAGE SYSTEM, INCLUDING THE PIPES, HEADWALL, AND CATCH BASIN,

MUST BE CLEANED AND INSPECTED PRIOR TO DEMOLITION, AND FOLLOWING DEMOLITION, IN

ACCORDANCE WITH SPECIFICATIONS SECTION 31 10 00.

2. REFER TO SPECIFICATION SECTIONS 01 57 19 AND 02 41 16 FOR FURTHER REQUIREMENTS

RELATED TO FUEL STORAGE TANK REMOVAL, INCLUDING REMOVAL OF STAIRS,

ACCESSORIES, PIPING, AND APPURTENANCES.

3. THE EXISTING PERIMETER FENCE MUST REMAIN AND BE PROTECTED IN PLACE, WITH THE

EXCEPTION OF THE PORTION OF THE DUMPSTER ENCLOSURE AS INDICATED, THE EXISTING

MECHANICALLY-OPERATED GATE, AND FOR TEMPORARY ACCESS TO THE DRAINAGE SYSTEM

AS INDICATED. PROVIDE PRIVACY SCREENING ON PERIMETER FENCE THROUGHOUT THE

WORK.

4. TEMPORARILY REMOVE FABRIC AS NECESSARY TO ACCESS THE EXISTING HEADWALL AND

DRAINAGE SYSTEM FOR CLEANING AND INSPECTION (SEE DEMOLITION NOTE 1). REMOVAL

MUST BE PERFORMED IN THE PRESENCE OF THE CONTRACTING OFFICER'S

REPRESENTATIVE. RESTORE/REPLACE FENCING AT THE END OF EACH WORK DAY TO

ORIGINAL CONDITION. DO NOT DISTURB FENCE GROUNDING.

5. VERIFY UTILITY SERVICES HAVE BEEN DISCONNECTED PRIOR TO DEMOLITION ACTIVITIES.

CIVIL SITE DEMOLITION LEGEND

DEMOLISH AND REMOVE STRUCTURE. REFER TO

OTHER DISCIPLINE DRAWINGS AS APPLICABLE FOR

FURTHER REQUIREMENTS.

REMOVE TREE

REMOVE SHRUB

DEMOLISH AND REMOVE BOLLARD AND FOUNDATION

REMOVE QUARTZITE DECORATIVE ROCK (TYP.)

D101

A8 CIVIL SITE DEMOLITION PLAN

1" = 10' D. PETTIT

S. LAWSON

K. BIENKOWSKI

0 REMOVE PVC FENCE AND FOUNDATIONS

ASPHALT REMOVAL

CW CW CW CW CW CW CW CW

G G G G G G G G G

E E

E

X

X

X

X X X X X X X X X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

38.00'

E

X X X X X X X X X

X X

XX

X X

XX

X

X

E

SS

SS

SS

SS

SS

GH

GH

E

E

E

E

C

C

C

C

C C

C C

C

V

FIN. FL EL 10.54'±

E.G. BUILDING

CATCH BASIN

OFFICE TRAILER

E

E

ATCT

FRED WEHREN DRIVE

BASE BUILDING

S

12" RCP

12" RCP

12" RCP

CW

CWCWCWCW

CW

SS SS SSSS SSSS SS

SS

E E

E E

E E

E E

E E

E E

E

E

E

E

E

E

E

E

E

C

C

C

C C

CC

T

CW

CW

SD

SD

SD

SD

SD

SD

CC

FIN. FL EL 10.54'±

LAT: 40.852755°

LONG: -74.054988°

DOUBLE

SWING GATE

FENCE

PEDESTRIAN

ACCESS GATE

V-SWALE

CHAIN LINK FENCE

12" WATER LINE

(VEOLIA)

SANITARY SEWER MAIN

(VEOLIA)

SANITARY SEWER MAIN

(VEOLIA)

SS SS SS SS

CC

SANITARY SEWER

FORCE MAIN

CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC

C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C

C

ELECTRIC UTILITY METER

TO BE REMOVED BY

PSEG

REMOVE DUCTBANK

DEMOLISH AND REMOVE

COMMUNICATIONS LINE

UP TO THE EXISTING

PERIMETER FENCE. CAP

CONDUIT AT FENCE LINE.

PORTIONS OF COMMUNICATIONS LINE

OUTSIDE THE EXISTING FENCE MUST REMAIN

REMOVE WATER SERVICE

LINE AND METER

SANITARY SEWER MAIN AND

MANHOLE MUST REMAIN

CAP REMAINING WATER SERVICE LINE

SEE NOTE 6

GAS LINE MUST REMAIN

PORTIONS OF COMMUNICATIONS

LINE MUST REMAIN

VERIZON BOX AND ANY

ASSOCIATED LINES MUST REMAIN

REMOVE GROUNDING SYSTEM,

GROUNDING HANDHOLE

INCLUDING DOWN CONDUCTORS,

RODS, AND ELECTRODES

DEMOLISH AND REMOVE ELECTRICAL

AND COMMUNICATIONS LINES UP TO

THE EXISTING PERIMETER FENCE.

CAP CONDUITS AT THE FENCE LINE.

DEMOLISH ELECTRICAL AND

COMMUNICATIONS LINES (TYP.)

SEE NOTE 1.

REMOVE SITE STRUCTURES

PER SHEET D101. (TYP.)

CAP AND GROUT

SANITARY SEWER STUB OUT

REMOVE UTILITY POLE

REMOVE UTILITY POLE

SANITARY SEWER

CLEANOUT MUST REMAIN

REMOVE DUCT BANK

CONNECTION TO ATCT

(VERIFY ROUTING IN FIELD)

SANITARY SEWER FORCE

MAIN MUST REMAIN IN PLACE

REMOVE ELECTRICAL GROUNDING

REMOVE LIGHT AND WIRING

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

TETERBORO NJTETERBORO AIRPORT (TEB)

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

03/25/2025

TEB - D - ATCT -

TETERBORO (TEB) ATCT DEMOLITION DESIGN

ENGINEERING

SERVICES

TERMINAL

TETERBORO ATCT

TETERBORO,

NEW JERSEY

1 PANYNJ COMMENTS

CIVIL UTILITY DEMOLITION PLAN

D111

CIVIL UTILITY DEMOLITION NOTES

1. DEMOLITION AND REMOVAL OF ELECTRICAL AND COMMUNICATION LINES INCLUDES

REMOVAL OF WIRING, CONDUIT, AND DUCT BANK UNLESS OTHERWISE INDICATED. REMOVE

WIRING PRIOR TO DUCT BANK DEMOLITION.

2. VERIFY EXISTING UTILITIES HAVE BEEN DISCONNECTED PRIOR TO DEMOLITION ACTIVITIES.

3. REMOVE SITE STRUCTURES PER SHEET D101. SITE STRUCTURES ARE SHOWN ON THIS

SHEET FOR ORIENTATION PURPOSES ONLY.

4. ITEMS DESIGNATED TO REMAIN MUST BE PROTECTED IN PLACE.

5. FIELD VERIFY THE LOCATIONS OF SUBSURFACE EXISTING UTILITIES AND MARK THEIR

LOCATIONS IN THE FIELD BEFORE CONDUCTING DEMOLITION.

6. REMOVE COMMUNICATIONS BOX, WIRING, AND CONDUIT FOR VEHICLE ACCESS PIVOT GATE

AND MANUAL PEDESTRIAN GATE. VERIFY ROUTING OF WIRING IN THE FIELD PRIOR TO

REMOVAL.

7. TERMINATE, CAP, AND SEAL EXISTING UTILITIES AT TERMINATION POINTS IN ACCORDANCE

WITH SPECIFICATION SECTION 02 41 16.

8. MANAGE SURPLUS EXCAVATED SOIL IN ACCORDANCE WITH SPECIFICATION SECTION 31 20 00.

CIVIL UTILITY DEMOLITION LEGEND

DEMOLISH AND REMOVE MANHOLE/HANDHOLE/VAULT STRUCTURE

DEMOLISH AND REMOVE ELECTRIC LINE

DEMOLISH AND REMOVE COMMUNICATIONS LINE

DEMOLISH AND REMOVE SANITARY SEWER LINE

DEMOLISH AND REMOVE TELECOMMUNICATIONS LINE

DEMOLISH AND REMOVE WATER LINE

SS SS

T T

CW CW

C C

E E

D. PETTIT

S. LAWSON

K. BIENKOWSKI

FEET

Scale: 1 INCH = 10 FEET

20100 5 N

D111

A8 CIVIL UTILITY DEMOLITION PLAN

1" = 10'

X

X

X X X X X X X X X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

38.00'

X X X X X X X X X

X X

XX

X X

XX

X

X

C

C

V

CATCH BASIN

FRED WEHREN DRIVE

S

CW

CWCWCWCW

CW

9 10

DOUBLE

SWING GATE

FENCE

PEDESTRIAN

ACCESS GATE

V-SWALE

CHAIN LINK FENCE

12'

R=25'

STABILIZED CONSTRUCTION

ENTRANCE

PERIMETER SEDIMENTATION

CONTROL

STORM DRAIN INLET PROTECTION

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

TETERBORO NJTETERBORO AIRPORT (TEB)

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

03/25/2025

TEB - D - ATCT -

TETERBORO (TEB) ATCT DEMOLITION DESIGN

ENGINEERING

SERVICES

TERMINAL

TETERBORO ATCT

TETERBORO,

NEW JERSEY

EROSION AND SEDIMENT CONTROL PLAN

C201

GENERAL SHEET NOTESEROSION AND SEDIMENT CONTROL LEGEND

TEMPORARY STABILIZED CONSTRUCTION ENTRANCE/EXIT

PERIMETER SEDIMENTATION CONTROL (SILT FENCE)

1. EROSION AND SEDIMENTATION CONTROLS MUST BE INSTALLED, INSPECTED,

MAINTAINED, REPAIRED, REPLACED, REMOVED, AND OTHERWISE FULLY

IMPLEMENTED PER "THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL

IN NEW JERSEY", PUBLISHED BY THE NEW JERSEY DEPARTMENT OF AGRICULTURE,

MOST RECENT EDITION. SUBMIT AN EROSION AND SEDIMENT CONTROL PLAN

MEETING THE STANDARDS IN ACCORDANCE WITH SPECIFICATION SECTION 31 10 00.

2. LOCATE TEMPORARY STOCKPILES OUTSIDE OF WETLAND RESOURCE AREAS AND

PROTECT FROM EROSION BY WIND, RAIN, AND RUNOFF AS INDICATED IN DRAWING

DETAILS.

3. LOT SIZE IS APPROXIMATELY 20,000 SQ.FT.

4. AREAS OF EXPOSED SOIL MUST BE STABILIZED WITHIN 7 DAYS IF WORK IS NOT

ANTICIPATED IN THOSE AREAS DURING THE NEXT 7 DAYS. AREAS THAT REACHED

FINAL GRADE MUST BE IMMEDIATELY PERMANENTLY STABILIZED WITH SEEDING AND

GRADED CRUSHED AGGREGATE SURFACE COURSE AS INDICATED ON SHEET C301.

5. EROSION AND SEDIMENT CONTROL MEASURES MUST REMAIN IN PLACE UNTIL

UPGRADIENT AREAS HAVE BEEN STABILIZED AND THE MAINTENANCE PERIOD

ESTABLISHED IN SPECIFICATION SECTION 32 92 00 HAS ELAPSED. REMOVE EROSION

AND SEDIMENTATION CONTROLS AND ANY ACCUMULATED SEDIMENT FOLLOWING

COMPLETION OF THE MAINTENANCE PERIOD.

6. FINAL GRADES ARE SHOWN. REFER TO SHEET C401 FOR ADDITIONAL SITE GRADING

INFORMATION.

D. PETTIT

S. LAWSON

K. BIENKOWSKI

FEET

Scale: 1 INCH = 10 FEET

20100 5C201

A8 EROSION AND SEDIMENT CONTROL PLAN

EROSION AND SEDIMENT CONTROL DETAILS

C240

C340

D6 INLET PROTECTION

NTS

C340

C3 SILT FENCE

NTS

C340

A6 TEMPORARY STOCKPILE

NTS

C340

F3 TEMPORARY STABILIZED CONSTRUCTION ENTRANCE/EXIT

NTS

NO. 2 STONE

6" MIN.

PROFILE

EXISTING GROUND

NOTE:

1. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED

CONSTRUCTION ENTRANCE AND PUBLIC R.O.W.

PUBLIC

RIGHT

OF WAY

50'

PLAN

SECTION

PLASTIC SHEETING

(6 MIL MIN.) SILT FENCE WITH BALE BARRIER

SILT FENCE WITH HAY BALE BARRIER

SOIL STOCK PILE

SECURELY AFFIX FABRIC TO

POSTS WITH METAL FASTENERS.

SILT FENCE

ANCHOR BY BURYING BOTTOM

1'-0" OF FABRIC AS SHOWN

MINIMUM 3' WIDE GEOTEXTILE FABRIC

MEETING REQUIREMENTS OF AASHTO M288

FOR SEDIMENT CONTROL.

FENCE POST AT MAX. 8'-0" O.C.

USE MINIMUM 2" x 2" TIMBER, 1.315" O.D. SCHEDULE 40 STEEL

PIPE OR FABRIC MANUFACTURER'S RECOMMENDED

ALTERNATE FENCE POST

2' -0

" M

IN

±6

±6"

NOTES:

1. ERECT SILT FENCE WHERE SHOWN ON PLAN AND AS

REQUIRED TO INTERCEPT AND DETAIN SEDIMENT DUE

TO CONSTRUCTION.

2. INSPECT, MAINTAIN, REMOVE AND DISPOSE OF SILT

FENCE AND ACCUMULATED SILT AT NO ADDITIONAL

COST. REPAIR DAMAGED SILT FENCE PROMPTLY.

REMOVE SEDIMENT TO ORIGINAL GRADE WHENEVER

1/2 THE HEIGHT OF THE BARRIER.

3. REMOVE SILT FENCE ONLY AFTER UP-SLOPE

SURFACES ARE STABILIZED AND/OR RESTORED.

REMOVE SILT FENCE AND ACCUMULATED SEDIMENT

TO FINISHED GRADE, AND RESTORE SURFACE AS

INDICATED.

D. PETTIT

S. LAWSON

K. BIENKOWSKI

GENERAL SHEET NOTES

1. EROSION AND SEDIMENTATION CONTROLS MUST BE INSTALLED, INSPECTED,

MAINTAINED, REPAIRED, REPLACED, REMOVED, AND OTHERWISE FULLY

IMPLEMENTED PER "THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL

IN NEW JERSEY", PUBLISHED BY THE NEW JERSEY DEPARTMENT OF AGRICULTURE,

MOST RECENT EDITION.

NOTE:

1. COVER STOCKPILE WHEN NOT IN USE TO PREVENT EROSION BY WIND

AND RAIN.

INSTALLATION DETAIL

NOTES

1. REMOVE SEDIMENT AS NECESSARY TO MAINTAIN LEVEL BELOW

OVERFLOW HOLES IN CATCH BASIN INLET PROTECTION.

2. INLET PROTECTION MUST BE USED ON ALL CATCH BASINS WITHIN

CONSTRUCTION ZONE.

3. MAINTAIN SEDIMENTATION BARRIERS THROUGHOUT THE

DURATION OF THE PROJECT.

4. REMOVE AND LEGALLY DISPOSE OF SEDIMENT AS REQUIRED.

5. REMOVE INLET PROTECTION AND LEGALLY DISPOSE OFF-SITE,

UPON COMPLETION OF THE PROJECT AND AS REQUIRED.

BAG DETAIL

EXIST. CB

EXPANSION RESTRAINT

(1/4" NYLON ROPE, 2" FLAT

WASHERS)

2 EACH

DUMP STRAPS

DUMP STRAP

EXIST. CB

SEDIMENT

COLLECTION SACK

DUMP STRAP

1" REBAR FOR BAG

REMOVE FROM INLET

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

TETERBORO NJTETERBORO AIRPORT (TEB)

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

03/25/2025

TEB - D - ATCT -

TETERBORO (TEB) ATCT DEMOLITION DESIGN

ENGINEERING

SERVICES

TERMINAL

TETERBORO ATCT

TETERBORO,

NEW JERSEY

X

X X X X X X X X X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

38.00'

X X X X X X X X X

X X

XX

X X

XX

X

X

C

C

V

CATCH BASIN

FRED WEHREN DRIVE

S

DOUBLE

SWING GATE

FENCE

PEDESTRIAN

ACCESS GATE

V-SWALE

CHAIN LINK FENCE

CONNECT TO

EXISTING FENCE

DOUBLE SWING GATE

(SEE NOTE 1)

PLANT SEED MIX

GRADED CRUSHED

AGGREGATE SURFACE

(DETAIL A5/C340)

R=5'5'

SIZE EACH LEAF SUCH THAT GATE DOES

NOT ENCROACH UPON EXISTING ROADWAY

OR OBSTRUCT TRAFFIC, WHETHER GATE IS

STATIONARY OR IN OPERATION. OTHERWISE

DESIGN GATE TO SWING INWARD.

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

TETERBORO NJTETERBORO AIRPORT (TEB)

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

07/23/2025

TEB - D - ATCT -

TETERBORO (TEB) ATCT DEMOLITION DESIGN

ENGINEERING

SERVICES

TERMINAL

TETERBORO ATCT

TETERBORO,

NEW JERSEY

1 PANYNJ COMMENTS

SITE PLAN

C301

1. PROVIDE A DOUBLE SWING GATE AT A WIDTH REQUIRED TO FACILITATE

ACCESS AND SECURITY DURING THE WORK. UPON COMPLETION, THE GATE

MUST BE A PERMANENT INSTALLATION AND AS SHOWN IN DETAIL C3/C340.

2. SELECT SEED MIX BASED ON PLANTING DATES AS INDICATED IN

SPECIFICATION SECTION 32 92 00.

3. IMMEDIATELY PRIOR TO SEEDING, THE SURFACE SHOULD BE SCARIFIED TO

AT LEAST 6" DEEP IN AREAS WHERE SOIL HAS BEEN COMPACTED.

4. SEE SHEET C340 FOR SITE CIVIL DETAILS

SITE PLAN LEGEND

PLANT SEED MIX

GRADED CRUSHED AGGREGATE SURFACE

SITE CIVIL NOTES

D. PETTIT

S. LAWSON

K. BIENKOWSKI

FEET

Scale: 1 INCH = 10 FEET

20100 5C301

A8 SITE PLAN

SITE DETAILS

C340

NOTES:

PLAN

ELEVATION

STANDARD HINGE

OFFSET HINGE DROP ROD FOUNDATION

GATE KEEPER

(TO HOLD GATE OPEN) LATCH ASSEMBLYDROP ROD ASSEMBLY

A. SIZE POSTS AND HARDWARE AS REQUIRED BY THE MANUFACTURER TO MEET

CLEAR OPENING REQUIREMENTS.

C. ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM F900

1.90" NOMINAL (ROUND) OR 2.00" NOMINAL (SQUARE). GATE FRAMES SHALL

BE OF WELDED CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR THE PROPER RIGID CONSTRUCTION OF ALL GATES SUPPLIED.

B. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH

ASSEMBLY AND GATE KEEPERS.

1. 3 STRAND BARBED WIRE APRON ON EXTENSION ARMS (TYP.)

2. TOP RAIL

3. BRACE RAIL (TYP)

4. GATE OPENING (PROVIDE CLEAR OPENING AS REQUIRED)

5. TRUSS ROD (TYP)

6. LEAF (TYP)

7. POST FOUNDATION DEPTH. SIZE BASED ON MANUFACTURER

REQUIREMENTS FOR CLEAR OPENING REQUIRED. (TYP)

8. POST FOUNDATION DIAMETER. SIZED BASED ON

MANUFACTURER REQUIREMENTS FOR CLEAR OPENING

REQUIRED. (TYP)

9. GALVANIZED CHAIN-LINK FABRIC

10. 2" MIN; 4" MAX. ENSURE GATE IS FULLY OPERATIONAL AND

DOES NOT CONFLICT WITH SITE GRADING THROUGHOUT

THE FULL SWING DISTANCE FOR EACH LEAF.

11. BOTTOM TENSION WIRE

12. FINISHED GRADE

13. 3 HORIZONTAL STRANDS OF BARBED WIRE

14. GATE FRAME

15. DIRECTION GATE SWING (TYP.)

16. 1/2" DIA DROP ROD, INDUSTRY STND

17. LATCH ASSEMBLY WITH PADLOCK. COORDINATED WITH COR

IN ACCORDANCE WITH SPECIFICATION SECTION 32 31 13.

18. HINGES (TYP)

19. AC PAVED SURFACE

20. 1" ID STEEL PIPE

21. 6" DIA CONC

22. SAND/GRAVEL

23. MATCH EXISTING OVERALL HEIGHT IN FIELD. DIMENSIONS

SHOWN IN THIS DETAIL ARE APPROXIMATE AND MIST BE

FIELD VERIFIED PRIOR TO ORDERING AND MANUFACTURING

MATERIALS.

9 13

7 8

2' -0

10"

6"36"

12"

43"

1"

6"

48"

C340

C3 DOUBLE SWING GATE

NTS

SAWCUT

C340

A5 GRADED CRUSHED AGGREGATE SURFACE

NTS

EXISTING ASPHALT PAVEMENTGRADED CRUSHED

AGGREGATE COMPACTED TO

98% MAXIMUM DRY DENSITY

SUBGRADE COMPACTED TO

95% MAXIMUM DRY DENSITY

FOR TOP 12 INCHES

D. PETTIT

S. LAWSON

K. BIENKOWSKI

8"

2:

1 EXISTING BASE COURSE

EXISTING SUBGRADE

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

TETERBORO NJTETERBORO AIRPORT (TEB)

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

03/25/2025

TEB - D - ATCT -

TETERBORO (TEB) ATCT DEMOLITION DESIGN

ENGINEERING

SERVICES

TERMINAL

TETERBORO ATCT

TETERBORO,

NEW JERSEY

X

X X X X X X X X X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

38.00'

X X X X X X X X X

X X

XX

X X

XX

X

X

C

C

V

CATCH BASIN

FRED WEHREN DRIVE

S

9 10

DOUBLE

SWING GATE

FENCE

PEDESTRIAN

ACCESS GATE

V-SWALE

CHAIN LINK FENCE

MATCH EXISTING GRADE AT

PERIMETER FENCE (TYP)

10.5

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

TETERBORO NJTETERBORO AIRPORT (TEB)

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

03/25/2025

TEB - D - ATCT -

TETERBORO (TEB) ATCT DEMOLITION DESIGN

ENGINEERING

SERVICES

TERMINAL

TETERBORO ATCT

TETERBORO,

NEW JERSEY

1 PANYNJ COMMENTS

GRADING AND DRAINAGE PLAN

C401

LEGEND

PROPOSED CONTOUR

EXISTING CONTOUR

1 1

1 1

GRADING AND DRAINAGE NOTES

1. MATCH GRADING INTO EXISTING GRADES AND AVOID CONCENTRATING RUNOFF,

EROSIVE CONDITIONS, AND NUISANCE PONDING.

2. GRADE SURFACE SLOPES UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS

SHOWN.

3. SURFACE SLOPES MUST NOT BE LESS THAN 2%.

4. FINAL GRADES ARE SHOWN. PERFORM SUBGRADE PREPARATION, INSPECTION,

TESTING, AND EARTH MOVING OPERATIONS TO ACHIEVE FINAL GRADES IN

ACCORDANCE WITH SPECIFICATION 31 20 00. REUSE EXCAVATED SATISFACTORY

SOILS AND IMPORT BORROW SATISFACTORY SOILS TO MEET FINAL GRADES.

5. MANAGE SURPLUS EXCAVATED SOIL IN ACCORDANCE WITH SPECIFICATION SECTION

31 20 00.

D. PETTIT

S. LAWSON

K. BIENKOWSKI

FEET

Scale: 1 INCH = 10 FEET

20100 5 N

C401

A8 GRADING AND DRAINAGE PLAN

E001

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

TETERBORO NJTETERBORO AIRPORT (TEB)

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

03/25/2025

TEB - D - ATCT -

ENGINEERING

SERVICES

TERMINAL

TETERBORO ATCT

TETERBORO,

NEW JERSEY

J. FRIEDBERG

J. FRIEDBERG

M. BECKER

ELECTRICAL ABBREVIATIONS

NUMBER

AUTOMATED ACCESS CONTROL SYSTEM

AMPERE (AMPS)

ALTERNATING CURRENT

AMPERE-FRAME

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AUTHORITY HAVING JURISDICTION

AMPERE INTERRUPTING CURRENT

AMPERE-SENSOR

ADJUSTABLE SPEED DRIVE

AMPERE-TRIP

AUTOMATIC TRANSFER SWITCH

AUTOMATIC

AUXILIARY

AMERICAN WIRE GAUGE

BATTERY

BARE COPPER

BELOW FINISHED FLOOR

BELOW FINISHED GRADE

BASIC IMPLULSE LEVEL

BREAKER

BACKBOARD

CONDUIT

CABINET

CIRCUIT BREAKER

CENTRAL BATTERY SYSTEM

CLOSED CIRCUIT TELEVISION

CIRCUIT

COMMUNICATIONS MANHOLE

CONTROLS TRANSFORMER

CONDUIT ONLY

COMMUNICATIONS

COMPUTER

CONDUCTOR

CONTRACTOR

CONTACTOR

CONTRACTING OFFICER'S

REPRESENTATIVE

CONDENSING WATER PUMP

CONVENIENCE

CONTROL POWER TRANSFORMER

CURRENT TRANSFORMER

COPPER

DIRECT BURIAL

DIRECT CURRENT

DIRECT DIGITAL CONTROL

DIRECT DIGITAL CONTROL PANEL

DEMAND FACTOR

DISCONNECT

DISTRIBUTION

DOUBLE POLE

DOUBLE POLE DOUBLE THROW

DOUBLE POLE SINGLE THROW

DISCONNECT SWITCH

DRAWN TO SCALE

DRAWING

EXISTING TO REMAIN

EARTH ELECTRODE SYSTEM

EXHAUST FAN

ENGINE GENERATOR

ELEVATION

EMERGENCY

ELECTRICAL MANHOLE

ELECTRICAL METALLIC TUBING

ENCLOSURE

ELECTRICALLY OPERATED

END-OF-LINE RESISTOR

ELECTRICAL POWER MONITORING SYSTEM

EMERGENCY POWER OFF

EQUIPMENT

ESTIMATE

ELECTRIC WATER COOLER

ELECTRIC WATER HEATER

EXTENSION

EXPLOSION

PROOF-

FIRE ALARM

FIRE ALARM CONTROL PANEL

FAN COIL UNIT

FIRE DEPARTMENT CONNECTION

FIRE DETECTION SYSTEM

FIELD INTERFACE DEVICE

FIXTURE

FULL LOAD AMPERES

FLEXIBLE METAL CONDUIT

FIRE PROTECTION, FIRE PUMP

FAN POWERED INDUCTION BOX

FIBERGLASS REINFORCED EPOXY

FAA TELECOMMUNICATIONS

INFRASTRUCTURE

AACS

A

AC

AF

AFF

AFG

AHJ

AIC

AS

ASD

AT

ATS

AUTO

AUX

AWG

BATT

BC

BFF

BFG

BIL

BKR

BKBD

C

CAB

CB

CBS

CCTV

CKT

CMH

CTRL T

CO

COMM

COMP

COND

CONTR

CONT

COR

CP

CONV

CPT

CT

CU

DB

DC

DDC

DDCP

DF

DISC

DIST

DP

DPDT

DPST

DS

DTS

DWG

<E>

EES

EF

EG, E/G

ELEV

EMER

EMH

EMT

ENCL

EO

EOL

EPMS

EPO

EQUIP

EST

EWC

EWH

EXT

EXP

FA

FACP

FCU

FDC

FDS

FID

FIXT

FLA

FLEX

FP

FPIB

FRE

FTI

A

B

C

D

E

F

LIGHTNING ARRESTER

LOCAL AREA NETWORK

LEAK DETECTOR PANEL

LIGHT EMITTING DIODE

LIQUIDTIGHT FLEXIBLE METAL CONDUIT

LOCKED ROTOR AMPERES

LIGHTING

LOW VOLTAGE

MOTOR

MOTOR CONTROLLER

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER

MOTOR CIRCUIT PROTECTOR

MOLDED CASE SWITCH

MANHOLE / METAL HALIDE

MINIMUM

MAXIMUM

MAIN LUGS ONLY

MOMENTARY

MAIN GROUND PLATE

MANUAL TRANSFER SWITCH

MEGAVOLT AMPERE

NEUTRAL

NOTIFICATION APPLIANCE CIRCUIT

NORMALLY CLOSED

NATIONAL ELECTRICAL CODE

NATIONAL ELECTRIC MANUFACTURERS

NON-FUSED

NORMALLY OPEN / NUMBER

NOT PERMITTED

NOT TO SCALE

OVERCURRENT PROTECTION DEVICE

OVERLOAD

POLE

PUBLIC ADDRESS

PULLBOX

PHOTO CELL

POWER FACTOR

PHASE

PANEL

POINT OF CONNECTION

POWER QUALITY METER

PRIMARY

PANEL SCHEDULE

PANIC SHUTDOWN SYSTEM

POTENTIAL TRANSFORMER

PHOTOVOLTAIC

POLYVINYL CHLORIDE

POWER

PAN-TILT-ZOOM

QUANTITY

LA

LAN

LDP

LED

LFMC

LRA

LTG

LV

M

MC

MCB

MCC

MCP

MCS

MH

MIN

MAX

MLO

MOM

MPG

MTS

MVA

N

NAC

NC

NEC

NEMA

NF

NO

NP

NTS

OCPD

OL

P

PA

PB

PC

PF

PH

PNL

POC

PQM

PRI

PS

PSS

PT

PV

PVC

PWR

PTZ

QTY

L

M

N

O

P

Q

GALVANIZED

GENERATOR

GROUND FAULT

GOVERNMENT FURNISHED EQUIPMENT

GOVERNMENT FURNISHED CONTRACTOR

INSTALLED (EQUIPMENT INSTALLATION)

GROUND FAULT INTERRUPTER

GROUND FAULT CIRCUIT INTERRUPTER

GROUND

GROUND PLATE

HANDHOLE

HIGH INTENSITY DISCHARGE

HAND-OFF-AUTOMATIC

HIGH PRESSURE SODIUM

HIGH VOLTAGE

HOT WATER RECIRCULATING PUMP

HERTZ

IRRIGATION CONTROL VALVE

INTEGRATED LIGHTING CONTROL PANEL

INTERMEDIATE METAL CONDUIT

INCANDESCENT

JUNCTION BOX

THOUSAND CIRCULAR MILS

KEY OPERATED

KILOVOLT

KILOVOLT AMPERES

KILOWATT

KILOWATT HOURS

GALV

GEN

GF

GFE

GFCI

GFI

(GFCI)

G, GRD,

GND

GP

HH

HID

HOA

HPS

HV

HWRP

HZ

ICV

ILCP

IMC

INCAN

ISO

J, JB

kCMIL

KO

KV

KVA

KW

KWH

G

H

I

J

K

RECEPTACLE

RETURN FAN

RADIO FREQUENCY INTERFERENCE

RIGID GALVANIZED STEEL CONDUIT

ROOT MEAN SQUARE

SECONDARY

SEPARATE

SERVICE

SUPPLY FAN

SHEET

SOLID NEUTRAL

SQUARE FOOT

SMOKE PARTITION

SURGE PROTECTIVE DEVICE

SINGLE POLE SINGLE THROW

STAIR PRESSURIZATION FAN

STARTER

STATIC TRANSFER SWITCH

SWITCH

SWITCHBOARD

SWITCHGEAR

SYMMETRICAL

TIMER / TRIP / TRANSFORMER

TERMINAL BLOCK

TELEPHONE CONDUIT

TELEPHONE COMPANY

TELECOMMUNICATIONS

TEMPERATURE / TEMPORARY

THERMOPLASTIC WIRE

TELECOMMUNICATIONS MANHOLE

TWISTED PAIR

TWISTED PAIR SHIELDED

TELEPHONE TERMINAL BOARD

TELEPHONE TERMINAL CABINET

TELEVISION

TRANSIENT VOLTAGE SURGE SUPPESSION

TYPICAL

UNDER COUNTER

UNDERGROUND

UNDERWRITERS LABORATORY

UNITERRUPTIBLE POWER SUPPLY

UNLESS OTHERWISE NOTED

UNIT HEATER

VOLT

VOLT AMPERES

VARIABLE AIR VOLUME

VAV TRANSFORMER

VARIABLE FREQUENCY DRIVE

VIDEO IDENTIFICATION

VOLT METER

VEEDER ROOT PANEL

VOLT METER SWITCH

WIRE / WATTS

WATT HOUR METER

WATT MISER

WEATHERPROOF

WATERTIGHT

WARM WHITE, WIREWAY

TRANSFORMER

WYE

IMPEDANCE

REC

RF

RFI

RGS

RMS

SEC

SEP

SERV

SF

SHT

SN

SQFT

SP

SPD

SPST

SPF

STR

STS

SW

SWBD

SWGR

SYM

T

TB

TC

TELCO

TELEC

TEMP

THW

TMH

TP

TPS

TTB

TTC

TV

TVSS

TYP

UC

UG

UL

UPS

UON

UH

V

VA

VAV

VAVT

VFD

VID

VM

VRP

VS

W

WHM

WM

WP

WT

W

XFMR

Y Z

R

S

T

U

V

W

X

ELECTRICAL GENERAL NOTES

ELECTRICAL DEMOLITION NOTES

Y

Z

1. COMPLY WITH THE FAA STANDARD/SPECIFICATION IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS AS APPLICABLE TO THE EXTENT SPECIFIED IN

A.

B.

C.

2. ELECTRICAL DRAWINGS ARE DIAGRAMMATICAL IN NATURE AND INDICATE THE GENERAL LOCATION OF OUTLETS, EQUIPMENT, AND BRANCH CIRCUITRY

ARRANGEMENT FOR POWER SYSTEM WIRING.

3. THE DRAWINGS ARE NOT INTENDED TO BE SCALED, REFER TO THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF BUILDING ELEMENTS.

4. SOME LEGEND SYMBOLS MIGHT NOT BE USED - SEE FLOOR PLANS FOR APPLICABLE DEVICES.

5.

6.

7. COORDINATE ELECTRICAL DEMOLITION WORK WITH WORK SHOWN ON ARCHITECTURAL AND MECHANICAL DRAWINGS.

8. SEE MECHANICAL DEMOLITION DRAWINGS FOR EXTENT OF DEMOLITION OF MECHANICAL EQUIPMENT. ELECTRICAL CONTRACTOR MUST DISCONNECT AND REMOVE ELECTRICAL CONNECTIONS TO DEMOLISHED MECHANICAL EQUIPMENT BACK TO ITS POWER SOURCE AS DIRECTED BY THE MECHANICAL

CONTRACTOR.

9.

FAA-C-1391e: INSTALLATION, TERMINATION, SPLICING AND TRANSIENT/SURGE PROTECTION OF UNDERGROUND ELECTRICAL DISTRIBUTION SYSTEM

POWER CABLES

ISOLATED, ISOLATION

ELECTRICAL SYMBOLS

ONLY FAA PERSONNEL MAY OPERATE CIRCUIT BREAKERS. CONTRACTOR MUST REQUEST PERMISSION FROM FAA COR AT LEAST 10 WORKING DAYS IN

BREAKER AT ANY TIME.

ADVANCE AND IN WRITING FOR EACH CASE OF BREAKER OPERATION. CONTRACTOR MUST NOT OPEN (DE-ENERGIZE) OR CLOSE (ENERGIZE) ANY CIRCUIT

FAA-STD-019G: LIGHTNING AND SURGE PROTECTION, GROUNDING ,BONDING AND SHIELDING REQUIREMENTS FOR FACILITIES AND ELECTRONIC

EQUIPMENT

FAA-C-1217H, CHG 1: ELECTRICAL WORK, PREMISES WIRING

DIVISION 26.

FAA ORDER JO 3900.64A: AIR TRAFFIC ORGANIZATION ELECTRICAL SAFETY PROGRAM. PROVIDE ARC-FLASH HAZARD WARNING LABELS FOR ELECTRICAL EQUIPMENT INDICATED HEREIN TO SUPPORT THE MECHANICAL SYSTEM RENOVATION WORK, REFER TO DIVISION 26 SPECIFICATIONS

FOR ADDITIONAL INFORMATION.

D.

E. FAA ORDER JO 3900.67A: AIR TRAFFIC ORGANIZATION HAZARDOUS ENERGY CONTROL (LOCKOUT/TAGOUT) PROGRAM

F. NFPA 70: NATIONAL ELECTRICAL CODE (NEC), 2023 EDITION

G. NFPA 70E: ELECTRICAL WORKPLACE SAFETY, 2024 EDITION

CONTRACTOR MUST PERFORM EXISTING CIRCUIT VERIFICATION PRIOR TO REMOVAL OF CIRCUITS. CONTRACTOR MUST COORDINATE WITH COR PRIOR TO

WORK. CIRCUITRY REMOVAL MUST BE PERFORMED IN THE PRESENCE OF THE FAA COR.

VERIFY EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION OR CONSTRUCTION. ELECTRICAL DEMOLITION REQUIRES THE IDENTIFICATION OF THE CIRCUITS, THEN THE REMOVAL OF WIRING, CONDUIT AND OTHER RELATED EQUIPMENT BACK TO THE RESPECTIVE SOURCE. MAINTAIN CONTINUITY OF EXISTING TO REMAIN CIRCUITS WHETHER INSIDE OR OUTSIDE OF THE DEMOLITION AREA. CONCEALED ONLY AFTER ALL CONDUCTORS ARE REMOVED. CONDUITS THAT ARE INACCESSIBLE MAY BE ABANDONED IN PLACE, EACH END IS CAPPED, AND EACH END IS IDENTIFIED WITH THE

OPPOSITE END'S TERMINATION POINT.

SURFACE MOUNTED PANELBOARD

ELECTRICAL EQUIPMENT

FLUSH MOUNTED PANELBOARD

1. DRAWINGS ARE AN ILLUSTRATIVE VIEW OF THE POWER DISTRIBUTION EQUIPMENT LAYOUT. CONTRACTOR MUST DEMOLISH OR REMOVE ALL ELECTRICAL, TELECOMMUNICATIONS AND SECURITY EQUIPMENT.

2. REMOVE AND DISPOSE OF ALL MATERIALS OFF SITE.

3. REMOVAL OF EQUIPMENT MUST INCLUDE REMOVAL OF ASSOCIATED SUPPORT AND FEEDER AND BRANCH CIRCUIT CONDUIT AND WIRING UNLESS

OTHERWISE NOTED.

4. PROVIDE TOWER OBSTRUCTION LIGHTING IN ACCORDANCE WITH THE AIRPORT AUTHORITY REQUIREMENTS FOR THE DURATION OF THE DEMOLITION PROJECT. THE EXISTING TOWER OBSTRUCTION LIGHTS MAY REMAIN INTACT FOR PROTECTION OF THE TOWER FACILITY AND MUST BE RELOCATED TO THE HIGHEST POINT DURING DEMOLITION OF STRUCTURE AT THE END OF EVERY SHIFT. CONTRACTOR MUST PROVIDE TEMPORARY POWER AND/OR OBSTRUCTION LIGHTING EQUIPMENT TO PROTECT THE HIGHEST POINT OF THE STRUCTURE FOR THE DURATION OF THE DEMOLITION. THE OBSTRUCTION

LIGHTING MUST REMAIN ON AT ALL TIMES.

5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY POWER AS NECESSARY TO SUPPORT THE FACILITY DURING DEMOLITION.

6. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL COMPONENTS ASSOCIATED WITH THE GROUNDING AND LIGHTNING PROTECTION SYSTEMS FOR THE

FACILITY.

7. LOCKOUT/TAG OUT AND TEST CIRCUITS DEAD BEFORE COMMENCING WORK.

8. COORDINATE REMOVAL OF METER ENCLOSURE AND ASSOCIATED CONDUIT/CABLES WITH THE LOCAL ELECTRICAL UTILITY.

9. CONFIRM WITH LOCAL ELECTRICAL UTILITY THE POINT OF ENTRY (POE) LOCATION FOR DISCONNECT AND REMOVAL OF CLIENT CABLES. ONLY REMOVE SUCH

CABLES AFTER LOCKOUT/TAG OUT PROCEDURE IS VERIFIED.

A

B

C

D

ED101

M. BECKER

ED101 SCALE: 1/4" = 1'-0"

J. FRIEDBERG

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

TETERBORO NJTETERBORO AIRPORT (TEB)

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

03/25/2025

TEB - D - ATCT -

ENGINEERING

SERVICES

TERMINAL

TETERBORO ATCT

TETERBORO,

NEW JERSEY

OFFICE

TRAILER

BASE BUILDING

ATCT

EG

BUILDING

KEY PLAN

N

KEY NORTH

M. BECKER

SMOKING

SHELTER

UP

CORRIDOR

FOYER/ LINK SECRETARY

MEN WOMEN

BREAK ROOM

MANAGER

OFFICE

SUPERVISOR

OFFICE

CONFERENCE/

TRAINING ROOM

ELECTRICAL/

TELCO ROOM

ELEVATOR

ELEVATOR

MACHINE

ROOM

STAIR

PNL A PNL MDP

BATTERY

PNL AC TELEPHONE EQUIPMENT

PNL FLS

TELCO PNL PNL NLPA

GENERAL SHEET NOTES

DEMOLITION SHEET NOTES #

REMOVE POWER PANEL

REMOVE ELECTRICAL EQUIPMENT

01 01

A. DRAWINGS ARE AN ILLUSTRATIVE VIEW OF THE POWER DISTRIBUTION

EQUIPMENT LAYOUT. CONTRACTOR MUST DEMOLISH OR REMOVE ALL

ELECTRICAL, TELECOMMUNICATIONS AND SECURITY EQUIPMENT.

B. REMOVE AND LEGALLY DISPOSE OF ALL MATERIALS OFF SITE.

C. REMOVAL OF EQUIPMENT MUST INCLUDE REMOVAL OF ASSOCIATED SUPPORT

AND FEEDER AND BRANCH CIRCUIT CONDUIT AND WIRING UNLESS OTHERWISE

NOTED.

D. PROVIDE TOWER OBSTRUCTION LIGHTING IN ACCORDANCE WITH THE AIRPORT

AUTHORITY REQUIREMENTS FOR THE DURATION OF THE DEMOLITION PROJECT.

THE EXISTING TOWER OBSTRUCTION LIGHTS MAY REMAIN INTACT FOR

PROTECTION OF THE TOWER FACILITY AND MUST BE RELOCATED TO THE

HIGHEST POINT DURING DEMOLITION OF STRUCTURE AT THE END OF EVERY

SHIFT. CONTRACTOR MUST PROVIDE TEMPORARY POWER AND/OR OBSTRUCTION

LIGHTING EQUIPMENT TO PROTECT THE HIGHEST POINT OF THE STRUCTURE FOR

THE DURATION OF THE DEMOLITION. THE OBSTRUCTION LIGHTING MUST REMAIN

ON AT ALL TIMES.

E. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY POWER AS

NECESSARY TO SUPPORT THE FACILITY DURING DEMOLITION.

F. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL COMPONENTS ASSOCIATED

WITH THE GROUNDING AND LIGHTNING PROTECTION SYSTEMS FOR THE FACILITY.

G. ALL ATC OPERATIONS ARE BEING CONDUCTED FROM THE NEW ATCT EXCEPT FOR

TWO NAVAIDS FIELD CABLES, WHICH ARE STILL BEING ROUTED THROUGH THE

OLD TOWER DEMARC TO THE NEW TOWER (VIA TEMPORARY CABLES BETWEEN

THE NEW AND OLD TOWER). FAA NAVAIDS IS SCHEDULED TO SPLICE THESE

CABLES IN THE AIRFIELD IN THE SPRING OF 2025 SO THAT THEY WILL BE ROUTED

TO THE NEW TOWER VIA A NEW AOA PATH AND NOT BEING ROUTED THROUGH

THE OLD PATH TO THE OLD TOWER. THESE TWO (2) FILED CABLE ARE TEB VOR

DATA FEED FOR JYO RMM (REMOTE MONITORING) AND RVR RLIM DATA FEED FOR

RVR OPERATION. LOCATION OF CABLE PATHWAY ROUTING MUST BE FIELD

VERIFIED AND COORDINATED WITH THE COR PRIOR TO DEMOLITION WORK.

B

A

B

A

B

A

B

ED102

M. BECKER

J. FRIEDBERG

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

TETERBORO NJTETERBORO AIRPORT (TEB)

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

03/25/2025

TEB - D - ATCT -

ENGINEERING

SERVICES

TERMINAL

TETERBORO ATCT

TETERBORO,

NEW JERSEY

OFFICE

TRAILER

BASE BUILDING

ATCT

EG

BUILDING

KEY PLAN

N

KEY NORTH

M. BECKER

ED102 SCALE: 1/4" = 1'-0"ED102 SCALE: 1/4" = 1'-0"

ED102 SCALE: 1/4" = 1'-0"ED102 SCALE: 1/4" = 1'-0"

UP

ELEVATOR STAIR

DN

CHASE

EQUIPMENT ROOM

ELEVATOR STAIR

DN

CHASE

UP

EQUIPMENT

ROOM

EQUIPMENT

ROOM

STAIR

DN

PNL C

PWR PNLSECURITY

HEAD-END PNL

PWR PNL

4TH FLOOR

UP

EQUIPMENT

ROOM

STAIR

DN

UP

GENERAL SHEET NOTES

DEMOLITION SHEET NOTES

REMOVE POWER PANEL

REMOVE ELECTRICAL EQUIPMENT

12 V DC PNL

24 V DC PNL

PWR PNL 3RD FLOOR01

A. DRAWINGS ARE AN ILLUSTRATIVE VIEW OF THE POWER DISTRIBUTION

EQUIPMENT LAYOUT. CONTRACTOR MUST DEMOLISH OR REMOVE ALL

ELECTRICAL, TELECOMMUNICATIONS AND SECURITY EQUIPMENT.

B. REMOVE AND LEGALLY DISPOSE OF ALL MATERIALS OFF SITE.

C. REMOVAL OF EQUIPMENT MUST INCLUDE REMOVAL OF ASSOCIATED SUPPORT

AND FEEDER AND BRANCH CIRCUIT CONDUIT AND WIRING UNLESS OTHERWISE

NOTED.

D. PROVIDE TOWER OBSTRUCTION LIGHTING IN ACCORDANCE WITH THE AIRPORT

AUTHORITY REQUIREMENTS AND/OR AS REQUIRED BY THE 7460 LETTER OF

DETERMINATION FOR THE DURATION OF THE DEMOLITION PROJECT. THE

EXISTING TOWER OBSTRUCTION LIGHTS MAY REMAIN INTACT FOR PROTECTION

OF THE TOWER FACILITY AND MUST BE RELOCATED TO THE HIGHEST POINT

DURING DEMOLITION OF STRUCTURE AT THE END OF EVERY SHIFT. CONTRACTOR

MUST PROVIDE TEMPORARY POWER AND/OR OBSTRUCTION LIGHTING

EQUIPMENT TO PROTECT THE HIGHEST POINT OF THE STRUCTURE FOR THE

DURATION OF THE DEMOLITION. THE OBSTRUCTION LIGHTING MUST REMAIN ON

AT ALL TIMES.

E. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY POWER AS

NECESSARY TO SUPPORT THE FACILITY DURING DEMOLITION.

F. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL COMPONENTS ASSOCIATED

WITH THE GROUNDING AND LIGHTNING PROTECTION SYSTEMS FOR THE FACILITY.

G. REFER TO DRAWING ED101 FOR ELECTRICAL SYMBOLS.

ELEVATOR

CHASE

ELEVATOR

CHASE

B

A

B

ED103

M. BECKER

J. FRIEDBERG

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

TETERBORO NJTETERBORO AIRPORT (TEB)

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

03/25/2025

TEB - D - ATCT -

ENGINEERING

SERVICES

TERMINAL

TETERBORO ATCT

TETERBORO,

NEW JERSEY

OFFICE

TRAILER

BASE BUILDING

ATCT

EG

BUILDING

KEY PLAN

N

KEY NORTH

M. BECKER

ED103 SCALE: 1/4" = 1'-0"

ELEVATOR STAIR

DN

CHASE

UP

JUNCTION

ROOM

TOILET

ROOM

CAB

STAIRAIRFIELD

LIGHTING PNL

PNL B (ABOVE)

SUB LOAD

CENTER 1

SUB PNL B1 (BELOW)

01 01

GENERAL SHEET NOTES

DEMOLITION SHEET NOTES

REMOVE POWER PANEL

A. DRAWINGS ARE AN ILLUSTRATIVE VIEW OF THE POWER DISTRIBUTION

EQUIPMENT LAYOUT. CONTRACTOR MUST DEMOLISH OR REMOVE ALL

ELECTRICAL, TELECOMMUNICATIONS AND SECURITY EQUIPMENT.

B. REMOVE AND LEGALLY DISPOSE OF ALL MATERIALS OFF SITE.

C. REMOVAL OF EQUIPMENT MUST INCLUDE REMOVAL OF ASSOCIATED SUPPORT

AND FEEDER AND BRANCH CIRCUIT CONDUIT AND WIRING UNLESS OTHERWISE

NOTED.

D. PROVIDE TOWER OBSTRUCTION LIGHTING IN ACCORDANCE WITH THE AIRPORT

AUTHORITY REQUIREMENTS AND/OR AS REQUIRED BY THE 7460 LETTER OF

DETERMINATION FOR THE DURATION OF THE DEMOLITION PROJECT. THE

EXISTING TOWER OBSTRUCTION LIGHTS MAY REMAIN INTACT FOR PROTECTION

OF THE TOWER FACILITY AND MUST BE RELOCATED TO THE HIGHEST POINT

DURING DEMOLITION OF STRUCTURE AT THE END OF EVERY SHIFT. CONTRACTOR

MUST PROVIDE TEMPORARY POWER AND/OR OBSTRUCTION LIGHTING

EQUIPMENT TO PROTECT THE HIGHEST POINT OF THE STRUCTURE FOR THE

DURATION OF THE DEMOLITION. THE OBSTRUCTION LIGHTING MUST REMAIN ON

AT ALL TIMES.

E. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY POWER AS

NECESSARY TO SUPPORT THE FACILITY DURING DEMOLITION

F. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL COMPONENTS ASSOCIATED

WITH THE GROUNDING AND LIGHTNING PROTECTION SYSTEMS FOR THE FACILITY.

G. REFER TO DRAWING ED101 FOR ELECTRICAL SYMBOLS.

AIRFIELD LIGHTING PANEL TO BE REMOVED BY OTHERS (FAA). COORDINATE

REMOVAL WITH THE FAA COR.

AIR TERMINAL (TYP.)

OBSTRUCTION

LIGHT (TYP.)

ED103 SCALE: 1/4" = 1'-0"

03 OBSTRUCTION LIGHTING ON THE TOWER MUST REMAIN ON AT ALL TIMES.

PROVIDE TEMPORARY POWER TO THE OBSTRUCTION LIGHTS DURING

DEMOLITION. RELOCATE LIGHTS TO THE HIGHEST POINT DURING DEMOLITION

OF STRUCTURE AT THE END OF EVERY SHIFT.

B

1 2

A

B

1 2

ED104

M. BECKER

J. FRIEDBERG

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

TETERBORO NJTETERBORO AIRPORT (TEB)

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

03/25/2025

TEB - D - ATCT -

ENGINEERING

SERVICES

TERMINAL

TETERBORO ATCT

TETERBORO,

NEW JERSEY

OFFICE

TRAILER

BASE BUILDING

ATCT

EG

BUILDING

KEY PLAN

N

KEY NORTH

M. BECKER

ED104 SCALE: 1/4" = 1'-0"

ENGINE

GENERATOR

ROOM

ABOVE

GROUND

FUEL

STORAGE

TANK

STORAGE

SHED

ERMS-PNL P2A

ERMS-PNL P1 BATTERY

SERVICE

ENTRANCE

SWITCH

TRANSFER

SWITCH

PNL E/G

E/G

02 02

02 01

GENERAL SHEET NOTES

DEMOLITION SHEET NOTES

A. DRAWINGS ARE AN ILLUSTRATIVE VIEW OF THE POWER DISTRIBUTION

EQUIPMENT LAYOUT. CONTRACTOR MUST DEMOLISH OR REMOVE ALL

ELECTRICAL, TELECOMMUNICATIONS AND SECURITY EQUIPMENT.

B. REMOVE AND LEGALLY DISPOSE OF ALL MATERIALS OFF SITE.

C. REMOVAL OF EQUIPMENT MUST INCLUDE REMOVAL OF ASSOCIATED SUPPORT

AND FEEDER AND BRANCH CIRCUIT CONDUIT AND WIRING UNLESS OTHERWISE

NOTED.

D. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY POWER AS

NECESSARY TO SUPPORT THE FACILITY DURING DEMOLITION.

E. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL COMPONENTS ASSOCIATED

WITH THE GROUNDING AND LIGHTNING PROTECTION SYSTEMS FOR THE FACILITY.

F. REFER TO DRAWING ED101 FOR ELECTRICAL SYMBOLS.

REMOVE POWER PANEL.

REMOVE ELECTRICAL EQUIPMENT.

03 REMOVE ENGINE GENERATOR SET.

DAY TANK 04

CONTRACTOR MUST CLEAN AND LEGALLY DISPOSE OF ALL EXISTING DIESEL

FUEL AND OTHER GENERATOR LUBRICANTS REMAINING ON-SITE IN

ACCORDANCE WITH THE LOCAL BUILDING AUTHORITY AND STATE AGENCY

REQUIREMENTS.

REMOVE EXISTING UNDERGROUND EARTH ELECTRODE SYSTEM (EES) AND

ASSOCIATED GROUND RODS. REFER TO CIVIL FOR MORE INFORMATION.

05 GROUND ROD

(TYP.)

05 EARTH ELECTRODE SYSTEM

(EES) COUNTERPOISE

CONDUCTOR LOOP WITH

INTERCONNECTED GROUND

RODS (TYP.)

CONTRACTOR MUST COORDINATE REMOVAL OF ELECTRICAL SERVICE WITH

THE ELECTRIC UTILITY. REMOVE ELECTRICITY METER BEFORE

REMOVAL/DEMOLISHING OF THE SERVICE ENTRANCE SWITCH AND

ASSOCIATED ELECTRICAL DISTRIBUTION SYSTEM.

UTILITY ELECTRICITY

METER

ED105

M. BECKER

ED105 SCALE: 1/4" = 1'-0"

J. FRIEDBERG

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

TETERBORO NJTETERBORO AIRPORT (TEB)

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

03/25/2025

TEB - D - ATCT -

ENGINEERING

SERVICES

TERMINAL

TETERBORO ATCT

TETERBORO,

NEW JERSEY

OFFICE

TRAILER

BASE BUILDING

ATCT

EG

BUILDING

KEY PLAN

N

KEY NORTH

M. BECKER

BASE BUILDING

ATCT

NATCA OFFICE

PNL TRAILER

TRAINING ROOM STORAGE

UP PRE-FABRICATED METAL RAMP, PLATFORM AND RAILING

GENERAL SHEET NOTES

DEMOLITION SHEET NOTES

01 REMOVE POWER PANEL

A. DRAWINGS ARE AN ILLUSTRATIVE VIEW OF THE POWER DISTRIBUTION

EQUIPMENT LAYOUT. CONTRACTOR MUST DEMOLISH OR REMOVE ALL

ELECTRICAL, TELECOMMUNICATIONS AND SECURITY EQUIPMENT.

B. REMOVE AND DISPOSE OF ALL MATERIALS OFF SITE.

C. REMOVAL OF EQUIPMENT MUST INCLUDE REMOVAL OF ASSOCIATED SUPPORT

AND FEEDER AND BRANCH CIRCUIT CONDUIT AND WIRING UNLESS OTHERWISE

NOTED.

D. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY POWER AS

NECESSARY TO SUPPORT THE FACILITY DURING DEMOLITION.

E. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL COMPONENTS ASSOCIATED

WITH THE GROUNDING AND LIGHTNING PROTECTION SYSTEMS FOR THE FACILITY.

F. CONTRACTOR IS PERMITTED TO SALVAGE AND REPURPOSE THE EXISTING

MODULAR TRAILER. CONTRACTOR'S OPTION TO MAINTAIN THE EXISTING TRAILER

ELECTRICAL SYSTEM INFRASTRUCTURE FOR SALVAGE PURPOSES.

G. REFER TO DRAWING ED101 FOR ELECTRICAL SYMBOLS.

CONC

SLAB

ED106

M. BECKER

ED106 SCALE: NTS

J. FRIEDBERG

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

TETERBORO NJTETERBORO AIRPORT (TEB)

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

03/25/2025

TEB - D - ATCT -

ENGINEERING

SERVICES

TERMINAL

TETERBORO ATCT

TETERBORO,

NEW JERSEY M. BECKER

NOTE: DRAWING WAS PROVIDED BY FACILITY AND IS FOR REFERENCE ONLY. CONTRACTOR IS

RESPONSIBLE FOR DEMOLISHING ALL ELECTRICAL EQUIPMENT IN THE FACILITY.

UTILITY

4160/2400 V - 208Y/120 V 3-25 kVA

POLE MOUNTED TRANSFORMER

SERVICE ENTRANE SWITCH

400 A FRAME, 208Y/120 V

3 PHASE, 4 WIRE

TVSS

N

G 300 A

KWH

E/G 75 kW, 208Y/120 V

N.C. N.O.

AUTOMATIC

TRANSFER

SWITCH

EMER.

BP SW.

MAIN DISTRIBUTION PANEL MDP

208Y/120 V, 3 PHASE, 4 WIRE

300 A 3P

125 A 3P

100 A 3P

50 A 2P

125 A 3P

125 A 3P

100 A 3P

100 A 3P

60 A 3P

40 A 3P

150 A 3P

60 A 1P

PNL A PNL B

DC

POWER

PNL

PNL PNL PNL

NLPA

PNL

(ICSS &

TELCO)ELEVATORROOF TOP

AIR CONDITION

UNIT

BATTERY CHARGER

PNL E/G

125 A 3P

70 A 2P

70 A 2P

120/240 V, 1PH, 3W, 10K AIC

30 A

PNL

TRAILER

TVSS

GENERAL SHEET NOTES

A. DRAWING INFORMATION WAS PROVIDED BY FACILITY AND IS FOR REFERENCE

ONLY. CONTRACTOR IS RESPONSIBLE FOR DEMOLISHING ALL ELECTRICAL

EQUIPMENT IN THE FACILITY.

B. REMOVE AND DISPOSE OF ALL MATERIALS OFF SITE.

C. REMOVAL OF EQUIPMENT MUST INCLUDE REMOVAL OF ASSOCIATED SUPPORT

AND FEEDER AND BRANCH CIRCUIT CONDUIT AND WIRING UNLESS OTHERWISE

NOTED.

D. CONTRACTOR IS RESPONSIBLE FOR SALVAGING ALL EQUIPMENT LISTED IN THE

SECURITY EQUIPMENT SCHEDULE ON THIS SHEET AND TURNING IT OVER TO THE

FAA COR.

X

X X X X X X X X X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

38.00'

X X X X X X X X X

X X

O

XX

X X

X

XXX

X

X

C

C

V

FIN. FL EL 10.54'±

E.G. BUILDING

OFFICE TRAILER

ATCT

FRED WEHREN DRIVE

BASE BUILDING

CW

CWCWCWCW

CW

T

FIN. FL EL 10.54'±

LAT: 40.852755°

LONG: -74.054988°

DOUBLE

SWING GATE

FENCE

PEDESTRIAN

ACCESS GATE

V-SWALE

CHAIN LINK FENCE

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

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8 7 6 5 4 3 2 1

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

TETERBORO NJTETERBORO AIRPORT (TEB)

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

03/28/2025

TEB - D - ATCT -

TETERBORO (TEB) ATCT DEMOLITION DESIGN

ENGINEERING

SERVICES

TERMINAL

TETERBORO ATCT

TETERBORO,

NEW JERSEY

FIRE PROTECTION SITE PLAN

F101

GENERAL SHEET NOTES

A. DEMOLITION MUST BE CONDUCTED IN ACCORDANCE WITH ALL REQUIREMENTS OF THE

INTERNATIONAL FIRE CODE (IFC), 2021 EDITION, AND NFPA 241, 2022 EDITION.

B. PROVIDE AN EMERGENCY TELEPHONE OR EQUIVALENT MEANS OF COMMUNICATION AT

CONSTRUCTION SITE COMPLYING WITH THE PROVISIONS OF IFC SECTION 3310.1.

C. MEANS OF EGRESS MUST BE MAINTAINED THROUGHOUT THE FACILITIES DURING

DEMOLITION UP TO THE FLOOR CURRENTLY BEING DEMOLISHED PER IFC 3312.

N

DEMOLITION SHEET NOTES

1 EXISTING FIRE HYDRANT MUST REMAIN AVAILABLE FOR DURATION OF DEMOLITION.

2 EXISTING FIRE APPARATUS ACCESS ROAD (MIN. DIMENSION: 20 FEET)

3 EXISTING NOTIFIER NFS2-640 FIRE ALARM CONTROL PANEL LOCATED IN GROUND LEVEL MAIN BUILDING VESTIBULE. FIRE ALARM ANNUNCIATOR IS LOCATED IN ATCT CAB. THE FIRE ALARM

SYSTEM IS CURRENTLY ACTIVE AND SERVES NOTIFICATION AND DETECTION DEVICES

THROUGHOUT THE ALL BUILDINGS (ATCT, BASE, EG, AND OFFICE TRAILER). SYSTEM MUST BE

DECOMMISSIONED AND REMOVED IN ITS ENTIRETY FROM ALL BUILDINGS INCLUDING ALL

DETECTION/NOTIFICATION DEVICES, PANELS, RACEWAYS, CONDUITS, ETC...

4 EXISTING FIRE EXTINGUISHERS MUST BE REMOVED FROM EACH BUILDING AS PART OF

DEMOLITION SCOPE.

J. WATKINS

A.CAPATI

S. RODRIGUEZ

FEET

Scale: 1 INCH = 10 FEET

20100 5F101

A8 FIRE PROTECTION SITE PLAN

1" = 10'

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H