EXISTING RUNWAY 14-32 4,755 x 100'
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ST. LUCIE BLVD ST. LUCIE BLVD INDUSTRIAL 33RD ST. JET CENTER TERRACE INDUSTRIAL AVE 3 CURTIS KING BLVD. AVIATOR WAY 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 INDUSTRIAL 31st ST INDUSTRIAL 33rd ST INDUSTRIAL 29th ST INDUSTRIAL 27th ST INDUSTRIAL 25th ST 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' 500' 500' 50' 50' HIGH POINT; RWY 32 TDZE EL. 23.8' 250' 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 EXISTING RUNWAY 14-32 4,755 x 100' TRUE BEARING 134.82° PROPOSED RUNWAY GUARD LIGHTING 500' 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. HWY 1 FAIRWINDS DR. N. KINGS HWY TAILWIND DR. 400' 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' MARTIN LUTHER KING JR. BLVD. 25' PAVED SHOULDER EL. 19.3' INDIAN RIVER AIRPORT WEST COMMERCE PARK BLVD. EXISTING RUNWAY10R-28L 6,492' x 150' (FUTURE 7,200' x 150') TRUE BEARING 90.47° 393' 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' 400' TAXIWAY D TAXIWAY E A1 D1 A3 A4 A5 F4 F3 F2 F1 TAXIWAY F TAXIWAY G TAXIWAY A TAXIWAY C TAXIWAY C TAXIWAY B TAXIWAY B TAXIWAY A TAXIWAY D TAXIWAY D TAXIWAY E C8 C8 C7 C7 C5 C1 B1 B2 B3 C4 400' 500' A2 D1 TAXIWAY E TAXIWAY 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 28 29 61 62 57 58 59 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/A N/A N/A APRIL 2018 ANNUAL RATE OF CHANGE 0° 06' W N DECLINATION 6° 53' W TRUE NORTH MAGNETIC 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 X X X N/A SURVEY MONUMENT THRESHOLD SITING SURFACE TSS ROFA RSA AS TSS 35' BRL TOFA AWOS CRITICAL AREA N/A X X X 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 QUALIFICATION GQS GQS GLIDESLOPE CRITICAL AREA LOCALIZER CRITICAL AREA N/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 FEATURES N/A GLIDE SLOPE CRITICAL AREA
Transcript of EXISTING RUNWAY 14-32 4,755 x 100'
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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
