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EXISTING RUN-UP AREA

LAKE

EXISTING ATCT

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EXISTING VASI

EXISTING VASI

500'

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HA

MM

ON

D R

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CU

RT

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IN

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AV

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TO

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AY

PAN AM BLVD.

LOW POINT

EL. 22.9'

HIGH POINT

EL. 23.8'

TDZE

EL. 23.7'

RWY 10L TDZE

EL. 23.5'

TDZE

EL. 23.9'

EXISTING RWY 10R END

LAT: 27° 29' 50.12"N

LONG: 80° 22' 45.75''W

EL: 23.4'

EXISTING RWY 28L END

LAT: 27° 29' 49.59"N

LONG: 80° 21' 33.66''W

EL: 21.1'

EXISTING RWY 14 END

LAT: 27° 29' 48.50"N

LONG: 80° 22' 18.91''W

LOW POINT: EL. 23.1'

EXISTING RWY 28R END

LAT: 27° 30' 15.35"N

LONG: 80° 22' 43.42''W

EL: 23.0'

EXISTING RWY 10L END

LAT: 27° 30' 15.67"'N

LONG: 80° 23' 27.83''W

EL: 22.9'

EL. 20.8'

EL. 20.7'

EL. 23.0'

EL. 23.0'

EL. 19.1'

EL. 20.1'

EL. 38.9'

EL. 22.0'

EL. 16.9'

EL. 22.4'

EL. 34.0'

EL. 21.6'

EL. 21.6'

EL. 20.7'

EL. 21.4'

EL. 21.4'

EL. 21.8'

EL. 21.6'

216'

EXISTING ARP

LAT: 27° 29' 50.90''N

LONG: 80° 22' 21.50''W

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DU

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RIA

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RUNWAY 28R

RUNWAY PROTECTION ZONE

INNER WIDTH: 500'

OUTER WIDTH: 700'

LENGTH: 1,000'

RUNWAY 10L

RUNWAY PROTECTION ZONE

INNER WIDTH: 500'

OUTER WIDTH: 700'

LENGTH: 1,000'

RUNWAY 28L

RUNWAY PROTECTION ZONE

INNER WIDTH: 500'

OUTER WIDTH: 1,010'

LENGTH: 1,700'

RUNWAY 10R RPZ

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OUTER WIDTH: 1,510'

LENGTH: 1,700'

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'

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EL. 23.8'

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0

'

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APPROACH SURFACE

SLOPE: 20:1

RUNWAY 28R

THRESHOLD SITING SURFACE

SLOPE: 20:1

RUNWAY 28L

DEPARTURE SURFACE

SLOPE: 40:1

RUNWAY 28L

APPROACH SURFACE

SLOPE: 34:1

RUNWAY 28L

THRESHOLD SITING SURFACE

SLOPE: 20:1

RUNWAY 10R

THRESHOLD SITING SURFACE

SLOPE: 20:1

RUNWAY 10R

APPROACH SURFACE

SLOPE: 50:1

RUNWAY 10R

DEPARTURE SURFACE

SLOPE: 40:1

RUNWAY 10L

APPROACH SURFACE

SLOPE: 20:1

RUNWAY 32

DEPARTURE SURFACE

SLOPE: 40:1

RUNWAY 32

APPROACH SURFACE

SLOPE: 34:1

RUNWAY 32

THRESHOLD SITING SURFACE

SLOPE: 20:1

Fairwinds Golf Course

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EL. 23.6'

LOW POINT

EL. 22.7'

BEACON

RUNWAY 10L

THRESHOLD SITING SURFACE

SLOPE: 20:1

EXISTING RUNWAY10L-28R 4,000' x 75' TRUE BEARING 90.39°

AWOS CRITICAL AREA

500'

RUNWAY 14

DEPARTURE SURFACE

SLOPE: 40:1

RUNWAY 14

APPROACH SURFACE

SLOPE: 34:1

RUNWAY 14

THRESHOLD SITING SURFACE

SLOPE: 20:1

TDZE EL. 23.8'

EXISTING RUN-UP AREA

AIRMAN'S WAY

STEEL BLVD.

EXISTING RWY 32 END

LAT: 27° 29' 14.94"N

LONG: 80° 21' 41.88''W

EL: 23.4'

RUNWAY 32

APPROACH RPZ

INNER WIDTH: 1,000'

OUTER WIDTH: 1,510'

LENGTH: 1,700'

U

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H

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Y

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IN

GS

H

WY

TAILWIND DR.

4

0

0

'

150' x 100' BLAST PAD

150' x 100' BLAST PAD

200' x 150' BLAST PAD

200' x 150' BLAST PAD

35'

35'

35'35'

212'

212'

250'

260'

400'

MA

RT

IN

LU

TH

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K

IN

G JR

. B

LV

D.

25' PAVED SHOULDER

EL. 19.3'

I

N

D

I

A

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R

AIRPORT WEST COMMERCE PARK BLVD.

EXISTING RUNWAY10R-28L 6,492' x 150' (FUTURE 7,200' x 150') TRUE BEARING 90.47°

3

9

3

'

FUTURE ARP

LAT: 27° 29' 50.94'' N

LONG: 80° 22' 23.15'' W

FUTURE DEPARTURE SURFACE

FUTURE APPROACH SURFACE

SLOPE: 50:1

FUTURE THRESHOLD SITING SURFACE

FUTURE APPROACH RPZ SURFACE

PROPOSED CULVERT

FUTURE 200' x 150'

BLAST PAD

FUTURE RWY 10R END

LAT: 27° 29' 50.1743"'

LONG: 80° 21' 33.6649''

El. ' (23.4)

PROPOSED

RUNWAY GUARD LIGHTING

50'

4

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32

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27 2829

61

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57

5859

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1

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54

REVISIONS

DATE DESCRIPTION

CLIENT PROJECT

CHECKED:

JOB NO.:

SHEET TITLE

DATE:

SHEET

DESIGN:

DRAWN:

OF

JUNE 2018

100056919

JDH

TREASURE COAST INTERNATIONAL AIRPORT

AIRPORT MASTER PLAN UPDATE (AMPU)

7175 Murrell Road

Melbourne, Florida 32940

Tel. (321) 775-6231

Fax (407) 806-4500

www.atkinsglobal.com/northamerica

AMM

CMH, KAK

Member of the SNC-Lavalin Group

DRAFT

Airport Layout Plan

CONSTRUCTION NOTICE REQUIREMENT

To protect operational safety and future development, all proposed construction on

the airport must be coordinated by the airport owner with the FAA Airport District

Office prior to construction. FAA's review takes approximately 60 days.

AIRPORT SPONSOR APPROVAL

NAME:

TITLE:

(SIGNATURE) DATE:

THIS AIRPORT DRAWING IS APPROVED BY:

NO OFZ OBJECT PENETRATIONS

NO THRESHOLD SITING SURFACE PENETRATIONS

FAA APPROVAL STAMP

THE CONTENTS OF THIS PLAN TO NOT NECESSARILY REFLECT THE OFFICIAL VIEWS OR POLICY OF

THE FAA. ACCEPTANCE OF THIS DOCUMENT BY THE FAA DOES NOT IN ANY WAY CONSTITUTE A

COMMITMENT ON THE PART OF THE UNITED STATES TO PARTICIPATE IN ANY DEVELOPMENT

DEPICTED HEREIN NOR DOES IT INDICATE THAT THE PROPOSED DEVELOPMENT IS

ENVIRONMENTALLY ACCEPTABLE IN ACCORDANCE WITH APPROPRIATE PUBLIC LAWS.

MODIFICATION TO STANDARDS APPROVAL TABLE

ITEM FAA STANDARD DISPOSITION REMARKS

NONE

REQUIRED

N/AN/A

N/A

APRIL 2018

ANNUAL RATE OF CHANGE

0° 06' W

N

DECLINATION 6° 53' W

T

R

U

E

N

O

R

T

H

MAG

NETIC

LEGEND

EXISTING FUTURE DESCRIPTION

AIRPORT REFERENCE POINT

AIRPORT PROPERTY LINE

BUILDING RESTRICTION LINE

RUNWAY SAFETY AREA

RUNWAY OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

RUNWAY OBJECT FREE ZONE

RUNWAY PROTECTION ZONE

APPROACH SURFACE

TOPO CONTOUR LINES

PAVED RUNWAY SURFACES

PUBLIC ROADS

FENCE

ON AIRPORT BUILDINGS

THRESHOLD LIGHTS

4 BOX PAPI

AWOS

RUNWAY IDENTIFIER

WINDCONE

SEGMENTED CIRCLE

35'BRL

RSA

ROFA

TOFA

ROFZ

RPZ

AS

AIRPORT BEACON

20' N/A

N/A

N/A

PL

XXX

N/A SURVEY MONUMENT

THRESHOLD SITING SURFACETSS

ROFA

RSA

AS

TSS

35' BRL

TOFA

AWOS CRITICAL AREAN/A

XXX

FPL

ROFZ

RPZ

N/A FUTURE DEMOLITION

VASI

REIL

TAXIWAY SAFETY AREA*TSA TSA

N/A

TREE LINE

CANAL

N/A

N/A

Feet

0 500 1000

PAVED TAXIWAY/APRON SURFACES

GLIDESLOPE QUALIFICATIONGQS GQS

GLIDESLOPE CRITICAL AREA

LOCALIZER CRITICAL AREAN/A

N/A

FUTURE AIRSIDE DEVELOPMENT

FUTURE LANDSIDE DEVELOPMENT

N/A

N/A

* Note: The TSA lines are depicted on the Terminal Area Plans

3 20

WATER FEATURESN/A

GLIDE SLOPE CRITICAL AREA

T

S

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3

5

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B

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S

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D

S

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S

D

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A

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A

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A

/

3

5

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A

/

3

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/

3

5

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B

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A

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A

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A

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A

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A

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A

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3

5

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B

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L

3

5

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B

R

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3

5

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B

R

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3

5

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B

R

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3

5

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R

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3

5

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B

R

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3

5

'

B

R

L

3

5

'

B

R

L

CU

RT

IS

K

IN

G B

LV

D.

AV

IA

TO

R W

AY

PAN AM BLVD.

T

A

X

I

W

A

Y

C

C

5

T

A

X

I

W

A

Y

D

150'

1469'

PL PL PL PL PL PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

6

7

9

8

10

11

12

16

17

18

19

22

89

15

14

13

20

21

23

56

32

31

30

24

33

34

35

65

25 26 2728

29 61 62

57

58

59

60

63

64

5

4

3

2

1

4041

55

52

51

50

49

47

46

48

85

67

66

88

480'

761'

50'

90'

400'

1574'

493'

ST. LUCIE BLVD. (COUNTY RD. 608 EAST)

A

E

E

E

E

G

F

TEMPORARY STORAGE

54

112'

130'

88'

E

X

I

S

T

I

N

G

R

U

N

W

A

Y

1

4

-

3

2

4

,

7

5

5

x

1

0

0

'

81'

81'

100'

75'

72'

95' 90'

N

O

T

E

:

R

U

N

W

A

Y

T

O

A

I

R

C

R

A

F

T

P

A

R

K

I

N

G

A

R

E

A

I

S

G

R

E

A

T

E

R

T

H

A

N

5

0

0

'

93'

94'

T

A

X

I

W

A

Y

D

TA

XIW

AY

C

4

T

A

X

I

W

A

Y

E

BEACON

REVISIONS

DATE DESCRIPTION

CLIENT PROJECT

CHECKED:

JOB NO.:

SHEET TITLE

DATE:

SHEET

DESIGN:

DRAWN:

OF

JUNE 2018

100056919

JDH

TREASURE COAST INTERNATIONAL AIRPORT

AIRPORT MASTER PLAN UPDATE (AMPU)

7175 Murrell Road

Melbourne, Florida 32940

Tel. (321) 775-6231

Fax (407) 806-4500

www.atkinsglobal.com/northamerica

AMM

CMH, KAK

Member of the SNC-Lavalin Group

DRAFT

Terminal Area Plan - 1

LEGEND

EXISTING FUTURE DESCRIPTION

PROPERTY LINE

BUILDING RESTRICTION LINE

PAVED AIRFIELD SURFACES

VEHICLE ROADS

FENCE

ON AIRPORT BUILDINGS

RUNWAY IDENTIFIER

35'BRL

PL

XXX

35' BRL

XXX

FPL

N/A FUTURE DEMOLITION

Feet

0 100 200

TAXIWAY SAFETY AREATSA TSA

TAXIWAY OBJECT FREE AREATOFA TOFA

APRIL 2018

ANNUAL RATE OF CHANGE

0° 06' W

N

DECLINATION 6° 53' W

T

R

U

E

N

O

R

T

H

MAG

NETIC

WATER FEATURES

AIRPORT BEACONN/A

TREE LINEN/A

N/A

5 20

AIRPORT REFERENCE POINT

N/A REIL


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