existing runway 14-32 4,755 x 100
TRANSCRIPT
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
P
L
P
L
P
L
P
L
P
L
PLPL
PL
PLPL
PL
PL
PLPL
PLPL
PLPL
PL
PL
PL PL
PL
PL
PL
PL
PL
PL
PL
PL
PL PL
PL
PL
PL
PL
PL
PL
PL
PL PLPL PL
PL
PL PL PL PL
PL
PL
PL
PL
PL
PL PL PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL PLPL
PL
PL
PL
PL
P
L
P
L
P
L
FPL FPL FPL
R
P
Z
R
P
Z
RP
ZR
PZ
R
P
Z
R
P
Z
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
R
P
Z
R
P
Z
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
R
P
Z
R
P
Z
R
P
Z
R
P
Z
R
P
Z
R
P
Z
R
P
Z
R
P
Z
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
RP
ZR
PZ
TOFA
AS
AS
AS
AS
AS
AS
AS
AS
R
P
Z
R
P
Z
R
P
Z
TSS
TSS
TS
S
TS
S
TS
S
TS
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
DS
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
T
O
F
A
T
O
F
A
T
O
F
A
T
O
F
A
T
O
F
A
T
O
F
A
T
O
F
A
TOFA
R
P
Z
R
P
Z
R
P
Z
RP
Z
35'BRL35'BRL 35'BRL 35'BRL 35'BRL
35'BRL 35'BRL 35'BRL
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
ROFA ROFA ROFA ROFA ROFA ROFA ROFA
ROFAROFA
ROFAROFA
ROFAROFA
ROFA
RP
Z
RP
Z
RP
Z
RP
Z
RP
Z
RP
Z
RP
Z
RP
Z
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
TOFATOFA
TOFA TOFA TOFATOFA
TOFA
T
O
F
A
T
O
F
A
T
O
F
A
TOFATOFA
TOFA
TOFA
T
O
F
A
T
O
F
A
T
O
F
A
TOFATOFA
TOFATOFA TOFA
T
O
F
A
T
O
F
A
R
P
Z
R
P
Z
R
P
Z
RP
ZR
PZ
R
P
Z
R
P
Z
R
P
Z
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
T
O
F
A
T
O
F
A
T
O
F
A
T
O
F
A
T
O
F
A
T
O
F
A
T
O
F
A
/
3
5
'
B
R
L
AS
AS
AS
AS
AS
AS
AS
AS
AS
AS
AS
AS
35'BRL
T
O
F
A
/
3
5
'
B
R
L
TSS TSS TSS
TSSTSSTSS
TS
S
TS
S
TS
S
TS
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
RO
FA
ROFA ROFA ROFAROFA
ROFAROFA ROFA ROFA
ROFAROFA ROFA ROFA
ROFAROFA
RO
FA
ROFAROFA
ROFAROFA
ROFAROFA
ROFAROFA
ROFAROFA
ROFAROFA
ROFAROFA
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
35'BRL 35'BRL
35'B
RL
35'BRL 35'BRL
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
35'BRL 35'BRL 35'BRL 35'BRL 35'BRL
3
5
'B
R
L
3
5
'B
R
L
35'B
RL
RSA RSA RSARSA
RSARSA
RSA RSA
RSARSA
RSARSA
RSARSA
RSARSA
T
O
F
A
/
3
5
'
B
R
L
T
O
F
A
/
3
5
'
B
R
L
T
O
F
A
/
3
5
'
B
R
L
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
T
O
F
A
/
3
5
'
B
R
L
RSARSA
RSARSA RSA RSA RSA
RSARSA
RSARSA
RSARSA RSA
R
P
Z
R
P
Z
R
P
Z
R
P
Z
R
P
Z
R
P
Z
R
P
Z
ROFZROFZ ROFZ ROFZ
ROFZROFZ ROFZ
ROFZROFZ
ROFZROFZ
ROFZROFZ
ROFZ
ROFZROFZ
ROFZROFZ
ROFZROFZ
ROFZROFZ
ROFZROFZ
ROFZ
ROFZ ROFZROFZ
ROFZ ROFZ ROFZROFZ
ROFZROFZ ROFZ ROFZ
T
O
F
A
T
O
F
A
TOFATOFA
TOFA
T
O
F
A
T
O
F
A
T
O
F
A
RSA
RSA
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
A
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
T
S
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
DS
D
S
D
S
D
S
D
S
D
S
D
S
D
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
GQ
S
ROFA
RO
FA
ROFA
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
35'B
RL
35'B
RL
35'BRL
ROFZ
ROFZ
RSARSA
RSARSA
RSARSA
RSARSA
RSARSA
RSARSA
RSARSA
T
O
F
A
T
O
F
A
T
O
F
A
EXISTING RUN-UP AREA
LAKE
EXISTING ATCT
XX
XX
XX
X
X
X
X
X
EXISTING VASI
EXISTING VASI
500'
500'
4
6
3
'
400'
106'
240'
240'
1
0
1
0
'
8
0
0
'
8
0
0
'
2
0
0
'
1
0
0
0
'
1
0
0
0
'
200'
50'
50'
50'
35'
35'
25'
186'
162'
162'
HA
MM
ON
D R
D.
ST. LUCIE BLVD
ST. LUCIE BLVD
IN
DU
ST
RIA
L 33R
D S
T.
JET CENTER TERRACE
INDUSTRIAL AVE 3
CU
RT
IS
K
IN
G B
LV
D.
AV
IA
TO
R W
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
IN
DU
ST
RIA
L 31st S
T
IN
DU
ST
RIA
L 33rd S
T
IN
DU
ST
RIA
L 29th S
T
IN
DU
ST
RIA
L 27th S
T
IN
DU
ST
RIA
L 25th S
T
INDUSTRIAL AVE 2
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
INNER WIDTH: 1,000'
OUTER WIDTH: 1,510'
LENGTH: 1,700'
200'
250'
5
0
0
'
5
0
0
'
50'
50'
HIGH POINT;
RWY 32 TDZE
EL. 23.8'
2
5
0
'
RUNWAY 28R
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
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
'
T
R
U
E
B
E
A
R
I
N
G
1
3
4
.
8
2
°
PROPOSED
RUNWAY GUARD LIGHTING
5
0
0
'
HIGH POINT;
RWY 28R TDZE:
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
.S
.
H
W
Y
1
FAIRWINDS DR.
N. K
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
ER
K
IN
G JR
. B
LV
D.
25' PAVED SHOULDER
EL. 19.3'
I
N
D
I
A
N
R
I
V
E
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
0
0
'
T
A
X
I
W
A
Y
D
T
A
X
I
W
A
Y
E
A1
D
1
A3
A4
A5
F4
F3
F2
F1
TAXIWAY F
T
A
X
I
W
A
Y
G
TAXIWAY A
T
A
X
I
W
A
Y
C
T
A
X
I
W
A
Y
C
T
A
X
I
W
A
Y
B
T
A
X
I
W
A
Y
B
TAXIWAY A
T
A
X
I
W
A
Y
D
T
A
X
I
W
A
Y
D
T
A
X
I
W
A
Y
E
C8
C
8
C
7
C
7
C
5
C
1
B
1
B
2
B
3
C4
400'
500'
A
2
D1
T
A
X
I
W
A
Y
E
T
A
X
I
W
A
Y
E
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
27 2829
61
62
57
5859
60
63
64
5
4
3
2
1
40 41
55
52
51
50
49
47
46
45
95
87
44
48
90
91
92
93
42
43
84
86
85
39
38
37
36
74
73
72
71
70
69
67
66
68
82
75
76
77
79
81
78
80
83
88
94
53
A
E
F
D
D
D
D
D
D
B
C
D D
A
A
E
D
D
D
D
F
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
S
T
S
S
T
S
S
T
S
S
T
S
S
R
P
Z
R
P
Z
R
P
Z
R
P
Z
A
S
A
S
A
S
A
S
R
P
Z
R
P
Z
R
P
Z
R
P
Z
R
P
Z
T
O
F
A
T
O
F
A
T
O
F
A
T
O
F
A
T
O
F
A
T
S
A
T
S
A
T
S
A
T
S
A
T
S
A
T
S
A
T
S
A
T
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
T
O
F
A
T
O
F
A
T
O
F
A
3
5
'
B
R
L
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
T
S
A
T
S
A
T
S
A
T
S
A
T
S
A
T
O
F
A
/
3
5
'
B
R
L
T
O
F
A
/
3
5
'
B
R
L
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
R
O
F
A
T
O
F
A
/
3
5
'
B
R
L
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
R
O
F
Z
T
S
A
T
S
A
T
S
A
T
S
A
T
S
A
T
S
A
T
S
A
T
S
A
T
S
A
T
S
A
T
S
A
T
S
A
T
O
F
A
T
O
F
A
T
S
A
T
S
A
T
O
F
A
T
O
F
A
T
O
F
A
T
O
F
A
T
O
F
A
T
O
F
A
T
O
F
A
T
O
F
A
T
S
A
T
S
A
T
S
A
T
S
A
T
S
A
T
S
A
T
S
A
3
5
'
B
R
L
3
5
'
B
R
L
3
5
'
B
R
L
3
5
'
B
R
L
3
5
'
B
R
L
3
5
'
B
R
L
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