This drawing is the property of Mott MacDonald Florida ...
8
A F L O R I D A O R S A T N A S N T Y U O C JACKSONVILLE OKEECHOBEE LAKE FT. PIERCE SARASOTA KEY WEST TAMPA ORLANDO DAYTONA BEACH DELAND FT. LAUDERDALE TALLAHASSEE MIAMI BARTOW GAINESVILLE ST AUGUSTINE LAKE CITY PANAMA CITY CHIPLEY GULF OF MEXICO ATLANTIC OCEAN JACKSONVILLE PENSACOLA OKEECHOBEE LAKE FT. PIERCE SARASOTA KEY WEST TAMPA ORLANDO DAYTONA BEACH DELAND FT. LAUDERDALE TALLAHASSEE MIAMI BARTOW GAINESVILLE ST AUGUSTINE LAKE CITY PANAMA CITY CHIPLEY GULF OF MEXICO ATLANTIC OCEAN This drawing is the property of Mott MacDonald Florida, LLC., and may not be reproduced without written permission. This document should not be relied on or used in circumstances other than those for which it was originally prepared and for which Mott MacDonald was commissioned. Mott MacDonald accepts no responsibility for this document to any party other than the person or entity by whom it was com A F L O R I D A O R S A T N A S N T Y U O C ___________________________ _____________ ___________________________ 4 5 7 1 11 14 15 2 3 6 8 9 10 12 13 2R4 Peter Prince Field Airport Santa Rosa County Milton, Florida, USA P:\402274 - SRC Peter Prince - Master Plan\Drawings\Civil\ALP CAD Drawings\Sheets\Plan Set\Sheet 1- Cover Sheet.dwg Plot Date: Friday, March 5, 2021 4:36:06 PM By: Gordon Edwards PROJECT TITLE: AIRPORT MASTER PLAN UPDATE PETER PRINCE FIELD AIRPORT DRAFT Peter Prince Field Santa Rosa County, FL BLACKWATER RIVER STATE FOREST 4 87 89 CHUNUCKLA ALLENTOWN 191 WHITING FIELD WALLACE 10 191 197 90 MILTON PACE BAGDAD 29 PETER PRINCE FIELD 87 10 FDOT District 3 110 90 HOLLEY Santa Rosa County PENSACOLA NAVARRE 98 GULF BREEZE GULF OF MEXICO NO. DATE REVISIONS Mott MacDonald Florida, LLC 220 West Garden St., Suite 700 Pensacola, FL 32502 United States of America F +1 (850) 484-8199 T +1 (850) 484-6011 www.mottmac.com/americas Architects Engineers Surveyors AA - C0000035 EB - 0000155 LB - 0006783 AIRPORT APPROVAL: NAME DATE SIGNATURE GRAPHIC SCALE: AS SHOWN DRAWING TITLE COVER SHEET A B D E F H J K C G DRAWING UPDATE BY: Mott MacDonald SCALE: DATE: FEBRUARY 2021 PROJECT NO.: REV. NO.: 502402274 DRAWING NO.: SHEET 1 OF 8
Transcript of This drawing is the property of Mott MacDonald Florida ...
AF LO R I D
AOR SATNAS
NTYUOC
REV.051486DWG072484
JACKSONVILLE
OKEECHOBEELAKE
FT. PIERCE
SARASOTA
KEY WEST
TAMPA
ORLANDO
DAYTONA BEACH
DELAND
FT. LAUDERDALE
TALLAHASSEE
MIAMI
BARTOW
GAINESVILLEST AUGUSTINE
LAKE CITYPANAMA CITY
CHIPLEY
GULF OF MEXICOATLANTIC
OCEAN
REV.051486DWG072484
JACKSONVILLEPENSACOLA
OKEECHOBEELAKE
FT. PIERCE
SARASOTA
KEY WEST
TAMPA
ORLANDO
DAYTONA BEACH
DELAND
FT. LAUDERDALE
TALLAHASSEE
MIAMI
BARTOW
GAINESVILLEST AUGUSTINE
LAKE CITYPANAMA CITY
CHIPLEY
GULF OF MEXICOATLANTIC
OCEAN
This
drawi
ng is
the p
ropert
y of M
ott M
acDo
nald
Florid
a, LL
C., a
nd m
ay no
t be r
eprod
uced
with
out w
ritten
perm
ission
. This
docu
ment
shou
ld no
t be r
elied
on or
used
in ci
rcums
tance
s othe
r than
thos
e for
which
it wa
s orig
inally
prep
ared a
nd fo
r whic
h Mott
Mac
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s com
miss
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Mac
Dona
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ission
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AF LOR I D
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___________________________
_____________
___________________________
4 5 71 11 14 152 3 6 8 9 10 12 13
2R4 Peter Prince Field Airport
Santa Rosa County Milton, Florida, USA
P:\4
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AIRP
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Peter Prince Field Santa Rosa County, FL
BLACKWATER RIVER STATE FOREST
4
8789
CHUNUCKLA ALLENTOWN 191
WHITING FIELDWALLACE 10
191197
90
MILTON PACE
BAGDAD 29 PETER PRINCE
FIELD 87
10 FDOT District 3
110
90 HOLLEYSanta Rosa County
PENSACOLA NAVARRE 98
GULF BREEZE GULF OF MEXICO
NO. DATE REVISIONS
Mott MacDonald Florida, LLC
220 West Garden St., Suite 700
Pensacola, FL 32502
United States of America
F +1 (850) 484-8199
T +1 (850) 484-6011
www.mottmac.com/americas
Architects Engineers Surveyors AA - C0000035 EB - 0000155 LB - 0006783
AIRPORT APPROVAL:
NAME
DATE
SIGNATURE
GRAPHIC SCALE:
AS SHOWN
DRAWING TITLE
COVER SHEET
A
B
D
E F
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C
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DRAWING UPDATE BY: Mott MacDonald
SCALE: DATE: FEBRUARY 2021
PROJECT NO.: REV. NO.: 502402274
DRAWING NO.: SHEET 1 OF 8
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BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
BRLBRL
BRLBRL
BRLBRL
BRLBRL
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BRL
BRL
This
drawi
ng is
the p
ropert
y of M
ott M
acDo
nald
Florid
a, LL
C., a
nd m
ay no
t be r
eprod
uced
with
out w
ritten
perm
ission
. This
docu
ment
shou
ld no
t be r
elied
on or
used
in ci
rcums
tance
s othe
r than
thos
e for
which
it wa
s orig
inally
prep
ared a
nd fo
r whic
h Mott
Mac
Dona
ld wa
s com
miss
ioned
. Mott
Mac
Dona
ld ac
cepts
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spon
sibilit
y for
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ocum
ent to
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arty o
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an th
e pers
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hom
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ission
ed.
AF LOR I D
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____________________________
____________________________
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____________________________
VAR 3°11'W
ARMSTRONG ROAD
RPZ RPZ
36 36
H I G
H W
A Y 9 0 LO
UISVILLE AN
D N
ASHVILLE R
R
RPZ RPZ
29 28 23 21
TOFA
TOFA
RPZ RPZ RPZ RPZ
RPZ
B2 RPZ
RPZ RPZ RPZ RPZ
B4 RPZ RPZ
RPZ RPZ RPZ RPZ
RPZ
B5 RPZ
RSA
TOFA
A2 A5 RPZ RPZ
RPZ RPZ RPZ RPZ
RPZ RPZ RPZ TO
FA
RPZ RPZ RPZ RPZ RPZ
RPZ RPZ RPZ RPZ
BRL
BRL
15 BRL
12 11 7 4 2 1 16 17 14
18 18
4 5 71 11 14 152 3 6 8 9 10 12 13
LEGEND3°11'W ±0°21' MAGNETIC DECLINATION ESTABLISHED 2021 JANUARY 2021 ANNUAL RATE OF CHANGE (0°5'W) SYMBOLOGY DESCRIPTION300 150 0 300
AIRPORT REFERENCE POINTSOURCE: NATIONAL GEOPHYSICAL DATA CENTER WEBSITE: BRL BUILDING RESTRICTION LINE
http://www.ngdc.noaa.gov RPZ RUNWAY PROTECTION ZONE SANTA ROSA RSA RUNWAY SAFETY AREA
TN
MN
INDUSTRIAL PARK ROFA RUNWAY OBJECT FREE AREA ROFZ RUNWAY OBJECT FREE ZONE TOFA TAXIWAY OBJECT FREE AREA 2R4SANTA ROSA
INDUSTRIAL PARK 80 EXISTING 10' ELEVATION CONTOUR Peter Prince Field Airport TREELINE Santa Rosa CountySECURITY FENCE Milton, Florida, USABUILDING (ON AIRPORT) THRESHOLD LIGHTS
PAPI WINDSOCK
PARCEL LINES
AIRPORT PROPERTY LINE
P:\4
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t Fac
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s Pl
an.d
wg
Plo
t Dat
e: F
riday
, Mar
ch 5
, 202
1 4:
36:4
4 PM
By:
Gor
don
Edw
ards
26 105.5'FBO OFFICE - 42' x 64' FBO OFFICE - 40' x 40' 105.3'CROSSWIND COMPONENT 18-36 CROSSWIND COMPONENT 18-36 27
28 MRO MAINTENANCE HANGARS - 50' x 100' 99.7'
NONE GPSNAVIGATIONAL AIDS SAME SAME GRAPHIC SCALE:PAPI 4L, REIL PAPI 4L, REIL SAME SAMEVISUAL AIDS THRESHOLD LIGHTS THRESHOLD LIGHTS
29 MRO MAINTENANCE HANGARS - 50' x 100' 100.2' 20:1 20:1APPROACH SLOPE SAME SAME AS SHOWN
DRAWING TITLELAT 30° 38' 33.7574" LAT 30° 37' 57.1240" SAMERUNWAY END COORDINATES (NAD 83) SAME
LONG 86° 59' 36.5564" LONG 86° 59' 37.7495"
AIRPORT DATA ANDRUNWAY END ELEVATION (AMSL) (NAVD 88) 78.7'(78.71') 79.2'(79.21) SAME SAME EXISTING AIRPORT500' 500' SAME SAMEPRIMARY SURFACE WIDTH
FACILITIES PLANNGS STATIONS A(V) A(NP) SAME SAMEAPPROACH VISIBILITY CATEGORY 500'* 500' SAME SAMEAPPROACH SURFACE WIDTH (END OF RUNWAY)P 165MILTPORT 1250' 2000' SAME SAMEAPPROACH SURFACE WIDTH @ 5,000'LAT: 30° 38' 16.84676" (N) LAT: 30° 37' 50.34612"(N)
DRAWING UPDATE BY: Mott MacDonald
SCALE: DATE:1000' 1000' SAME SAMELONG: 86° 59' 37.99832" (W) LONG: 86° 59' 38.54550" (W) RUNWAY PROTECTION ZONE (RPZ) LENGTH 1" = 300' FEBRUARY 2021250' 250' SAMERUNWAY PROTECTION ZONE (RPZ) INNER WIDTH SAME GPI GEOSPATIAL79.59' 75.32' PROJECT NO.: REV. NO.:
3051 E. Livingston Street, Suite 300 Orlando, FL 32803SAME 502402274450' 450' SAMENAD 83 / NAVD 88 RUNWAY PROTECTION ZONE (RPZ) OUTER WIDTH LB # 6748 DRAWING NO.:8.035 AC 8.035 ACRUNWAY PROTECTION ZONE (RPZ) AREA SAME SAME SHEET 2 OF 8
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RTD
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NO. DATE REVISIONS
FBO/HANGARAUTO PARKING RUNWAY PROTECTION ZONE
ELEC. / TELEPHONE / CABLE TV LINES
FBO/HANGARAUTO PARKING
FBO LEASED AREA FBO/HANGAR ACCESS AUTO PARKING ELECTRICAL LINE
GAS LINE
WATER LINE SEWER LINE
GATE
26 27 2425 22
FORCE MAIN PAVED AIRFIELD SURFACES
UNPAVED ROADS
PERIMETER FENCESTORM WATER RETENTION AREA
COOPERS BASIN DRIVE STORM WATER RETENTION AREA
EASTRUNWAY 18EXISTING VISUAL APRONEND RUNWAY 36APPROACH (20:1 SLOPE) END
44.5
'
44.5
'
24' DOUBLE GATE
TOFA TOFA TOFA TOFA TOFA TOFA TOFATOFA TOFA TOFA
ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ
140' TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA
ROFA / ROFZ
RSA RSA RSA RSA RSA
140'
250'
14
0'TOFA TOFA TOFA TOFA TOFA TOFA
TAXIWAY B
25.3'TOFA 24.7' 25.5' 44.5'WIND CONE
390'
25'
PAPI 240'200' w/ SEGMENTED CIRCLE B1
RPZ
R
PZ
RPZ
R
PZ
60' R
PZ
RPZ
R
PZ
RPZ
ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ
RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA
TOFA
ROFA / ROFZ
RSA RSA RSA RSA RSA
TOFAROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ
ROFA / ROFZ
250'
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12
5'
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120'
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FA /
RSA
RO
FZ /
RPZ
R
OFZ
/ R
PZ
RO
FA / RSA
RO
FZ / RPZ
R
OFZ / R
PZ
EXISTING RUNWAY PROTECTION ZONE
TOFA
780'
75' RUNWAY 18-36 3700' X 95' N 02°51'58.62" E (TRUE)
TOFA
RSA RSA RSA RSA RSA
25.1'
500'
250'
120'
250'
500' EXISTING RUNWAY
PROTECTION ZONERSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA
TOFA
A4ROFA / ROFZROFA / ROFZROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ
TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA
60'ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ
25' A1AIRPORT REFERENCE NGS STATION: MILTPORT44.5'
390' 200'25.8' PAPITOFA
POINT EL. 82'240' TAXIWAY A
NGS STATION: P 165
140'
140'TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA
25'
44.5
'WEST APRON
44.5
'
6 5 3 18 19 2013 10 9 8
500' WIDE PRIMARY SURFACE STORM WATER
EXISTING 24' GATE
FUEL FARM
TERMINAL ROTATING BEACON
AIRPORT ROAD ACCESS
GATE
STORM WATER
24' SWING GATE
EXISTING NONPRECISION APPROACH (20:1 SLOPE)
RETENTION AREA TERMINAL AUTO PARKING
TERMINAL/HANGARAUTO PARKING
RETENTION AREA
BUILDING DATA TABLE RUNWAY DATA AIRPORT DATA BLDG. TOP EL. FUTUREEXISTINGDESCRIPTION RUNWAY 18/36 ITEMNO. (AMSL) ITEM SAME82' (81.73')FUTURE AIRPORT ELEVATION (AMSL) (NAVD 88)EXISTING1 T HANGAR "A" - 4 UNITS 98.4'N N SAMEGENERAL AVIATIONAIRPORT SERVICE LEVEL (NPIAS)GENERAL AVIATION SAMERUNWAY CATEGORY (NPIAS)2 T HANGAR "B" - 6 UNITS 96.6'
AIRPORT ROLE (NPIAS) SAMEGENERAL AVIATION3,700.37' X 75' SAME3 T HANGAR "C" - 6 UNITS 96.9' RUNWAY DIMENSIONS SAMEAIRCRAFT REFERENCE CODE B-1 (SMALL)4 T HANGAR "D" - 6 UNITS 96.9' N 02° 51' 58.62" E TRUE SAMETRUE BEARING SAME221.37 AC. ±AIRPORT ACREAGE (FEE SIMPLE)5 T HANGAR "E" - 6 UNITS <.02%97.2' EFFECTIVE GRADIENT (%) SAME
AIRPORT & TERMINAL NAVAIDS SAMEROTATING BEACON6 T HANGAR "F" - 6 UNITS 97.1' SAMEASPHALTPAVEMENT TYPE AIRPORT ACREAGE SAME7 T HANGAR "G" - 6 UNITS 97.3' 221.37 AC. ±SAME22,000 LBS SWPAVEMENT STRENGTH Mott MacDonald Florida, LLC
8 CORPORATE HANGAR "H" - 3 UNITS 101.6' 220 West Garden St., Suite 700NONEEASEMENTSMIRLRUNWAY LIGHTING SAME Pensacola, FL 325029 T HANGAR "I" - 6 UNITS 94.1' 91° FMEAN MAX. TEMP (HOTTEST MO.) United States of AmericaVISUALRUNWAY MARKING SAME10 T HANGAR "J" - 6 UNITS 93.4' F +1 (850) 484-8199AIRPORT REFERENCE POINT LATITUDE (NAD 83) 30°38'15.4391"MITLTAXIWAY LIGHTING SAME T +1 (850) 484-601111 T HANGAR "K" - 6 UNITS 92.9' AIRPORT REFERENCE POINT LONGITUDE (NAD 83) 86°59'37.1530" www.mottmac.com/americasB-1 (SMALL)AIRPORT REFERENCE CODE SAME12 T HANGAR "L" - 6 UNITS 92.0' MAGNETIC VARIATION 3°11' W (JANUARY 2021) Architects Engineers SurveyorsW E W DESIGN AIRCRAFT B-1 (SMALL)E SAME13 T HANGAR "M" - 6 UNITS 91.5' AA - C0000035 EB - 0000155 LB - 0006783
14 FBO TERMINAL BUILDING - 60' x 60' 108.3' TAXIWAY OBJECT FREE AREA (TOFA) WIDTH 89' SAME NOTES: 15 MAINTENANCE 95.1' RUNWAY SAFETY AREA (RSA) WIDTH 120' SAME
16 T HANGAR "BB" - 3 UNITS 97.1' RUNWAY SAFETY AREA (RSA) LENGTH BEYOND RUNWAY END 240' SAME T HANGAR "CC" - 6 UNITS17 97.2' RUNWAY OBJECT FREE AREA (ROFA) WIDTH 250' SAME AIRPORT SPONSOR APPROVAL: T HANGAR "DD" - 6 UNITS18 240' SAME97.2' RUNWAY OBJECT FREE AREA (ROFA) LENGTH BEYOND RUNWAY END T HANGAR "EE" - 6 UNITS19 250' SAME97.4' RUNWAY OBSTACLE FREE ZONE (ROFZ) WIDTH NAME T HANGAR "FF" - 6 UNITS 97.4'20 200' SAMERUNWAY OBSTACLE FREE ZONE (ROFZ) LENGTH BEYOND RUNWAY ENDT HANGAR "AAA" - 9 UNITS 97.0'21 TITLEFUTUREEXISTING22 T HANGAR "BBB" - 9 UNITS 97.2' ITEM23 T HANGAR "CCC" - 10 UNITS 96.7' RW 18 RW 36 RW 18 RW 36 DATE
SS HELICOPTER MAINTENANCE HANGAR - 88' x 136'24 105.2' A(V)-VISUAL A(NP)-NON-PRECISION APPROACH APPROACHFAR PART 77 APPROACH CATEGORY SAME SAME25 MRO OFFICE (TEMPORARY) - 24' x 56' 93.7' SIGNATURE(UTILITY RUNWAY) (UTILITY RUNWAY)
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BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
BRLBRL
BRLBRL
BRLBRL
BRLBRL
BRL
BRL
BRL
This
drawi
ng is
the p
ropert
y of M
ott M
acDo
nald
Florid
a, LL
C., a
nd m
ay no
t be r
eprod
uced
with
out w
ritten
perm
ission
. This
docu
ment
shou
ld no
t be r
elied
on or
used
in ci
rcums
tance
s othe
r than
thos
e for
which
it wa
s orig
inally
prep
ared a
nd fo
r whic
h Mott
Mac
Dona
ld wa
s com
miss
ioned
. Mott
Mac
Dona
ld ac
cepts
no re
spon
sibilit
y for
this d
ocum
ent to
any p
arty o
ther th
an th
e pers
on or
entity
by w
hom
it was
comm
ission
ed.
AF LOR I D
AOR SATNAS
NTYUOC
____________________________
____________________________
_______________
____________________________
VAR 3°11'W E
ARMSTRONG ROAD
F
F
RPZ
H I G
H W
A Y 9 0 LO
UISVILLE AN
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ASHVILLE R
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RPZ
FUTURETIE-DOWNAREA
29 28 C B A A
23 21
H
D TOFA
TOFA
RPZ RPZ RPZ RPZ
RPZ
B2 RPZ
RPZ RPZ RPZ RPZ
B4 RPZ RPZ
RPZ RPZ RPZ RPZ
RPZ
B5 RPZ
RSA
TOFA
A2 A5 RPZ RPZ
RPZ RPZ RPZ RPZ
RPZ RPZ RPZ TO
FA
RPZ RPZ RPZ RPZ RPZ
RPZ RPZ RPZ RPZ
BRL
BRL
15 BRL
12 11 7 4 2 1 16 17 14
18 18
36 36
4 5 71 11 14 152 3 6 8 9 10 12 13
LEGEND3°11'W ±0°21' MAGNETIC DECLINATION ESTABLISHED 2021 JANUARY 2021 ANNUAL RATE OF CHANGE (0°5'W) SYMBOLOGY DESCRIPTION300 150 0 300
AIRPORT REFERENCE POINTSOURCE: NATIONAL GEOPHYSICAL DATA CENTER WEBSITE: BRL BUILDING RESTRICTION LINE
http://www.ngdc.noaa.gov RPZ RUNWAY PROTECTION ZONE E SANTA ROSA RSA RUNWAY SAFETY AREA
TN
MN
INDUSTRIAL PARK ROFA RUNWAY OBJECT FREE AREA ROFZ RUNWAY OBJECT FREE ZONE TOFA TAXIWAY OBJECT FREE AREA 2R4SANTA ROSA
INDUSTRIAL PARK 80 EXISTING 10' ELEVATION CONTOUR Peter Prince Field Airport
FUTURE ROAD
E TREELINE Santa Rosa CountySECURITY FENCE Milton, Florida, USABUILDING (ON AIRPORT) THRESHOLD LIGHTS
PAPI WINDSOCK
ACCESS
F
PARCEL LINES F AIRPORT PROPERTY LINE
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G FUTURE TAXILANES, FBO/HANGARTIE-DOWNS, APRONS AUTO PARKING& ACCESS ROAD RUNWAY PROTECTION ZONE
ELEC. / TELEPHONE / CABLE TV LINES
G FBO/HANGARAUTO PARKING
FBO LEASED AREA FBO/HANGAR ACCESS AUTO PARKING ELECTRICAL LINE
GAS LINE GATE
FUTURE TIE-DOWN WATER LINE
SEWER LINE FORCE MAIN PAVED AIRFIELD SURFACES
UNPAVED ROADS
FUTURE BUILDINGS
26 27 2425 22AREA
PERIMETER FENCESTORM WATER RETENTION AREA FUTURE
STORM WATER COOPERS BASIN DRIVE RETENTION AREA STORM WATER
RETENTION AREA FUTURE ROADSEASTRUNWAY 18EXISTING VISUAL END APRON FUTURE AIRFIELD PAVEMENTRUNWAY 36APPROACH (20:1 SLOPE)
44.5
'
44.5
' END24' DOUBLE GATE
TOFA TOFA TOFA TOFA TOFA TOFA TOFATOFA TOFA TOFA
ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ
140' TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA
ROFA / ROFZ
RSA RSA RSA RSA RSA
140'
250'
14
0'TOFA TOFA TOFA TOFA TOFA TOFA
TAXIWAY B
25.3'TOFA 24.7' 25.5' 44.5'WIND CONE
390'
25'
PAPI 240'200' w/ SEGMENTED CIRCLE B1
RPZ
R
PZ
RPZ
R
PZ
60' R
PZ
RPZ
R
PZ
RPZ
ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ
RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA
TOFA
ROFA / ROFZ
RSA RSA RSA RSA RSA
TOFAROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ
ROFA / ROFZ
250'
125'
12
5'
500'
250'
120'
RO
FA /
RSA
RO
FZ /
RPZ
R
OFZ
/ R
PZ
RO
FA / RSA
RO
FZ / RPZ
R
OFZ / R
PZ
EXISTING RUNWAY PROTECTION ZONE
TOFA
780'
75' RUNWAY 18-36 3700' X 95' N 02°51'58.62" E (TRUE)
TOFA
RSA RSA RSA RSA RSA
25.1'
500'
250'
120'
250'
500' EXISTING RUNWAY
PROTECTION ZONERSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA
TOFA
A4ROFA / ROFZROFA / ROFZROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ
TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA
60'ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ
25' A1AIRPORT REFERENCE NGS STATION: MILTPORT44.5'
390' 200'25.8' PAPITOFA
POINT EL. 82'240' TAXIWAY A
NGS STATION: P 165
140'
140'TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA
25'
44.5
'WEST APRON
44.5
'
6 5 313 10 9 8 18 19 20
AIRPORT ROAD EXISTING NONPRECISION24' SWINGFUEL FARM APPROACH (20:1 SLOPE)ACCESS GATEROTATING BEACON GATE500' WIDE EXISTING 24' TERMINALPRIMARY GATESURFACE STORM WATER STORM WATER
RETENTION AREA RETENTION AREATERMINAL/HANGARTERMINAL AUTO PARKINGAUTO PARKING
BUILDING DATA TABLE RUNWAY DATA AIRPORT DATA BLDG. TOP EL. FUTUREEXISTINGDESCRIPTION RUNWAY 18/36 ITEMNO. (AMSL) ITEM SAME82' (81.73')FUTURE AIRPORT ELEVATION (AMSL) (NAVD 88)EXISTING1 T HANGAR "A" - 4 UNITS 98.4'N N SAMEGENERAL AVIATIONAIRPORT SERVICE LEVEL (NPIAS)GENERAL AVIATION SAMERUNWAY CATEGORY (NPIAS)2 T HANGAR "B" - 6 UNITS 96.6'
AIRPORT ROLE (NPIAS) SAMEGENERAL AVIATION3,700.37' X 75' SAME3 T HANGAR "C" - 6 UNITS 96.9' RUNWAY DIMENSIONS SAMEB-1 (SMALL)AIRPORT REFERENCE CODE4 T HANGAR "D" - 6 UNITS 96.9' N 02° 51' 58.62" E TRUE SAMETRUE BEARING SAME221.37 AC. ±AIRPORT ACREAGE (FEE SIMPLE)5 T HANGAR "E" - 6 UNITS <.02%97.2' EFFECTIVE GRADIENT (%) SAME
AIRPORT & TERMINAL NAVAIDS SAMEROTATING BEACON6 T HANGAR "F" - 6 UNITS 97.1' SAMEASPHALTPAVEMENT TYPE AIRPORT ACREAGE SAME7 T HANGAR "G" - 6 UNITS 97.3' 221.37 AC. ±SAME22,000 LBS SWPAVEMENT STRENGTH Mott MacDonald Florida, LLC
8 CORPORATE HANGAR "H" - 3 UNITS 101.6' 220 West Garden St., Suite 700NONEEASEMENTSMIRLRUNWAY LIGHTING SAME Pensacola, FL 325029 T HANGAR "I" - 6 UNITS 94.1' 91° FMEAN MAX. TEMP (HOTTEST MO.) United States of AmericaVISUALRUNWAY MARKING SAME10 T HANGAR "J" - 6 UNITS 93.4' F +1 (850) 484-8199AIRPORT REFERENCE POINT LATITUDE (NAD 83) 30°38'15.4391"MITLTAXIWAY LIGHTING SAME T +1 (850) 484-601111 T HANGAR "K" - 6 UNITS 92.9' AIRPORT REFERENCE POINT LONGITUDE (NAD 83) 86°59'37.1530" www.mottmac.com/americasB-1 (SMALL)AIRPORT REFERENCE CODE SAME12 T HANGAR "L" - 6 UNITS 92.0' MAGNETIC VARIATION 3°11' W (JANUARY 2021) Architects Engineers SurveyorsW E W DESIGN AIRCRAFT B-1 (SMALL)E SAME13 T HANGAR "M" - 6 UNITS 91.5' AA - C0000035 EB - 0000155 LB - 0006783
14 FBO TERMINAL BUILDING - 60' x 60' 108.3' TAXIWAY OBJECT FREE AREA (TOFA) WIDTH 89' SAME NOTES: 15 MAINTENANCE 95.1' RUNWAY SAFETY AREA (RSA) WIDTH 120' SAME
16 T HANGAR "BB" - 3 UNITS 97.1' RUNWAY SAFETY AREA (RSA) LENGTH BEYOND RUNWAY END 240' SAME T HANGAR "CC" - 6 UNITS17 97.2' RUNWAY OBJECT FREE AREA (ROFA) WIDTH 250' SAME AIRPORT SPONSOR APPROVAL: T HANGAR "DD" - 6 UNITS18 240' SAME97.2' RUNWAY OBJECT FREE AREA (ROFA) LENGTH BEYOND RUNWAY END T HANGAR "EE" - 6 UNITS19 250' SAME97.4' RUNWAY OBSTACLE FREE ZONE (ROFZ) WIDTH NAME T HANGAR "FF" - 6 UNITS 97.4'20 200' SAMERUNWAY OBSTACLE FREE ZONE (ROFZ) LENGTH BEYOND RUNWAY ENDT HANGAR "AAA" - 9 UNITS 97.0'21 TITLEFUTUREEXISTING22 T HANGAR "BBB" - 9 UNITS 97.2' ITEM23 T HANGAR "CCC" - 10 UNITS 96.7' RW 18 RW 36 RW 18 RW 36 DATE
SS HELICOPTER MAINTENANCE HANGAR - 88' x 136'24 105.2' A(V)-VISUAL A(NP)-NON-PRECISION APPROACH APPROACHFAR PART 77 APPROACH CATEGORY SAME SAME25 MRO OFFICE (TEMPORARY) - 24' x 56' 93.7' SIGNATURE(UTILITY RUNWAY) (UTILITY RUNWAY)26 105.5'FBO OFFICE - 42' x 64' NONE GPSNAVIGATIONAL AIDS SAME SAMEFBO OFFICE - 40' x 40' 105.3'CROSSWIND COMPONENT 18-36 CROSSWIND COMPONENT 18-36 27
28 MRO MAINTENANCE HANGARS - 50' x 100' 99.7' GRAPHIC SCALE:PAPI 4L, REIL PAPI 4L, REIL SAME SAMEVISUAL AIDS THRESHOLD LIGHTS THRESHOLD LIGHTS AS SHOWN
29 MRO MAINTENANCE HANGARS - 50' x 100' 100.2' 20:1 20:1APPROACH SLOPE SAME SAME DRAWING TITLELAT 30° 38' 33.7574" LAT 30° 37' 57.1240"
SAMERUNWAY END COORDINATES (NAD 83) SAMEFUTURE BUILDING DATA TABLE LONG 86° 59' 36.5564" LONG 86° 59' 37.7495"
FUTURE AIRPORTBLDG. TOP EL. RUNWAY END ELEVATION (AMSL) (NAVD 88) 78.7'(78.71') 79.2'(79.21) SAME SAMEDESCRIPTIONNO. (AMSL) FACILITIES PLAN500' 500' SAME SAMEPRIMARY SURFACE WIDTH T HANGARS - 10 UNITS 97.0'NGS STATIONS A A(V) A(NP) SAME SAMEAPPROACH VISIBILITY CATEGORYB T HANGARS - 10 UNITS 97.4' 500'* 500' SAME SAMEAPPROACH SURFACE WIDTH (END OF RUNWAY)P 165MILTPORT C T HANGARS - 10 UNITS 97.7'
1250' 2000' SAME SAMEAPPROACH SURFACE WIDTH @ 5,000' DRAWING UPDATE BY: Mott MacDonald LAT: 30° 38' 16.84676" (N) LAT: 30° 37' 50.34612"(N) BOX HANGARS - 4 UNITS 100.0'D
SCALE: DATE:1000' 1000' SAME SAMERUNWAY PROTECTION ZONE (RPZ) LENGTH 1" = 300'LONG: 86° 59' 37.99832" (W) LONG: 86° 59' 38.54550" (W) T HANGARS - 10 UNITSE 100.0' FEBRUARY 2021250' 250' SAMERUNWAY PROTECTION ZONE (RPZ) INNER WIDTH SAME GPI GEOSPATIAL79.59' 75.32' MAINTENANCE MRO HANGARS - 100' x 100' 105.0'F PROJECT NO.: REV. NO.:
3051 E. Livingston Street, Suite 300 Orlando, FL 32803SAME 502402274450' 450' SAME LB # 6748107.5' RUNWAY PROTECTION ZONE (RPZ) OUTER WIDTHMAINTENANCE MRO HANGARS - 200' x 200'NAD 83 / NAVD 88 G DRAWING NO.:8.035 AC 8.035 AC95.0' RUNWAY PROTECTION ZONE (RPZ) AREA SAME SAMEOFFICE - 111' x 50'H SHEET 3 OF 8
10
10
10
10
30
30
30
30
40
40
40
40
50
50
50
60
60
60
60
7070
70
70
70
60
0
0 0
20
20
20
60
BRL BRL BRL
BRL BRL BRL
BRL
BRL
80
8080
70
70
70
70
BRL BRL BRL
BRL BRL BRL
BRL
BRL
BRL
BRL
This
drawi
ng is
the p
ropert
y of M
ott M
acDo
nald
Florid
a, LL
C., a
nd m
ay no
t be r
eprod
uced
with
out w
ritten
perm
ission
. This
docu
ment
shou
ld no
t be r
elied
on or
used
in ci
rcums
tance
s othe
r than
thos
e for
which
it wa
s orig
inally
prep
ared a
nd fo
r whic
h Mott
Mac
Dona
ld wa
s com
miss
ioned
. Mott
Mac
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ld ac
cepts
no re
spon
sibilit
y for
this d
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ent to
any p
arty o
ther th
an th
e pers
on or
entity
by w
hom
it was
comm
ission
ed.
AF LOR I D
AOR SATNAS
NTYUOC
____________________________
____________________________
RPZ RPZ
RPZ RPZ
RPZ RPZ
RPZ RPZ
RPZ RPZ
RPZ RPZ
TOFA
RSA RPZ
RPZ
RPZ RPZ
RPZ
RPZ RPZ
RPZ RPZ
RPZ RPZ
RPZ RPZ
BRL
BRL
VAR 3°11'W
20:1 NON-PRECISION APPROACH SURFACE (SMALL AIRCRAFT) 160
140
120
20:1 VISUAL APPROACH SURFACE (SMALL AIRCRAFT)
14
100
80
4 5 71 11 14 152 3 6 8 9 10 12 13
PRIMARY SURFACE EXISTING
SECURITY FENCE
TOFA TOFA TOFA TOFA
2R415 20:1 NON-PRECISION Peter Prince Field Airport
18 APPROACH SURFACE Santa Rosa County115 Milton, Florida, USATOFA
RUNWAY END RUNWAY END EL.= 78.71' EL.= 79.21' 14ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ
8
RO
FA /
RSA
RO
FZ /
RPZ
R
OFZ
/ R
PZ
RO
FZ /
RPZ
RPZ
R
PZ
RO
FA / RSA
RO
FZ / RPZ
R
OFZ / R
PZ
RO
FZ / RPZ
RPZ
10RSA RSA RSA RSA RSA RSA RSA4 RSA 172
RUNWAY RUNWAY7PROTECTION
RSA RSA RSA RSA PROTECTIONRSA RSA RSA
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and
Prof
ile.d
wg
Plo
t Dat
e: F
riday
, Mar
ch 5
, 202
1 4:
38:0
2 PM
By:
Gor
don
Edw
ards
A
B
D
E F
H
J K
C
G
TOFA
TO
FA
TOFA
PRO
JEC
T TI
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AIRP
ORT
MAS
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PLAN
UPD
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PETE
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Mott MacDonald Florida, LLC
220 West Garden St., Suite 700
Pensacola, FL 32502
13ZONE (RPZ) ZONE (RPZ)1 ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ 6ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ
TOFA
16 20:1 VISUAL
APPROACH SURFACE 3 9
TOFA TOFA TOFA TOFA
12PROPERTY LINE PROPERTY LINE
RUNWAY 18-36 PLAN VIEW
APPROACH SURFACE CLEARANCE TABLE
20
3°11'W ±0°21' MAGNETIC DECLINATION ESTABLISHED 2021 JANUARY 2021 ANNUAL RATE OF CHANGE (0°5'W)
SOURCE: REQUIRED REQUIRED KEY REQUIRED REQUIREDKEY ELEV. APPROACH ELEV. APPROACHNATIONAL GEOPHYSICAL DATA CENTER WEBSITE: DESCRIPTION DESCRIPTION0 (A.M.S.L) (A.M.S.L)# CLEARANCE CLEARANCE ACTION # CLEARANCE CLEARANCE ACTIONhttp://www.ngdc.noaa.gov
1 POWER POLE 89.3'± > 0.0' 12.5'± NONE 10 RAILROAD TRACKS 81.0'± 23.0' 2.3'± NONE
TN
MN
2 POWER POLE 94.2'± > 0.0' 7.4'± NONE 11 RAILROAD TRACKS 82.5'± 23.0' NONE-2.3'±10 3 ROAD 54.5'± 15.0' 31.1'± NONE 12 POWER POLE 106.9'± > 0.0' 8.7'± NONE
4 ROAD 58.6'± 15.0' 27.2'± NONE 13 POWER POLE 100.4'± > 0.0' 12.9'± NONE NOTE:20 5 ROAD 63.8'± 15.0' 22.2'± NONE 14 POWER POLE 99.6'± > 0.0' 11.2'± NONE ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA200 100 0 200 VERTICAL SCALE 6 AIRPORT SERVICE ROAD 77.3± 10.0' 16.5'± NONE 15 POWER POLE 100.0'± > 0.0' 8.4'± NONE LEVEL (AMSL)
HORIZONTAL SCALE
7
8
9
AIRPORT SERVICE ROAD
AIRPORT SERVICE ROAD
RAILROAD TRACKS
78.1'±
78.8'±
79.5'±
10.0' 10.0' 23.0'
13.2'±
10.1'±
5.9'±
NONE
NONE
NONE
16
17
18
S.R. 90
S.R. 90
S.R. 90
78.0'±
78.0'±
78.0'±
15.0' 15.0' 15.0'
23.4'±
20.4'±
17.8'±
NONE
NONE
NONE
180 180 180 180
160 160
140 140
120 120
160
140
120
POWER POLE SECURITY FENCE TOP EL. 99.6'±
United States of America100 100 EXTENDED RUNWAY ℄ 100 F +1 (850) 484-8199RUNWAY 36 T +1 (850) 484-6011HIGHWAY 90 GROUND PROFILE2 POWER POLE TOP EL. 94.2'± RUNWAY 18 17END EL.= 79.21'
10'
23'
15'
www.mottmac.com/americasEL. 78.0'±END EL.= 78.71 Architects Engineers Surveyors
AA - C0000035 EB - 0000155 LB - 0006783
80 80 80XSECURITYEXISTING ROAD X4 FENCEEL. 58.6'± X AIRPORT SPONSOR APPROVAL: 10AIRPORT SERVICE ROAD RR TRACKS EL. 80.8'±
EL. 78.1'±15'
X 7 NAME X
X 60 60 60 ____________________________ TITLEEXTENDED RUNWAY ℄
GROUND PROFILE _______________ DATE
40 4040 40 SIGNATURE
GRAPHIC SCALE:
AS SHOWN
DRAWING TITLE
20 2020 20 INNER PORTION OF THE APPROACH SURFACE PLAN
AND PROFILE
0 DRAWING UPDATE BY: Mott MacDonald
SCALE: DATE:22+00 20+00 18+00 16+00 14+00 12+00 10+00 8+00 6+00 4+00 2+00 0+00 -2+00 -2+00 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 1" = 200' FEBRUARY 2021 PROJECT NO.: REV. NO.:
502402274RUNWAY 18-36 PROFILE VIEW DRAWING NO.: SHEET 4 OF 8
60
0 0
10
10
10
10
30
30
30
30
40
40
40
40
40
50
50
50
60
60
60
60
7070
70
70
70
70
60
0
0
0
0
20
20
20
20
60
BRL BRL BRL
BRL BRL BRL
BRL
BRL
80
80
8080
80
70
70
70
70
70
BRL BRL BRL
BRL BRL BRL
BRL
BRL
BRL
BRL
This
drawi
ng is
the p
ropert
y of M
ott M
acDo
nald
Florid
a, LL
C., a
nd m
ay no
t be r
eprod
uced
with
out w
ritten
perm
ission
. This
docu
ment
shou
ld no
t be r
elied
on or
used
in ci
rcums
tance
s othe
r than
thos
e for
which
it wa
s orig
inally
prep
ared a
nd fo
r whic
h Mott
Mac
Dona
ld wa
s com
miss
ioned
. Mott
Mac
Dona
ld ac
cepts
no re
spon
sibilit
y for
this d
ocum
ent to
any p
arty o
ther th
an th
e pers
on or
entity
by w
hom
it was
comm
ission
ed.
AF LOR I D
AOR SATNAS
NTYUOC
____________________________
____________________________
_______________
____________________________
TOFA
RPZ RPZ
RPZ
TOFA
RPZ
RPZ RPZ
RPZ RPZ
RPZ RPZ
RPZ RPZ
RSA
RPZ RPZ
RPZ RPZ
RPZ RPZ
RPZ RPZ
RPZ RPZ
RPZ RPZ
BRL
BRL
VAR 3°11'W
68 6
38 7
8
9
49
60
30
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
41 43 40 51
PROPERTY LINE
PRIMARY SURFACE 39
45
50
57
60
64 69
76 93
18
33
36 44
48 58 62
67
72 83
88
23 TOFA TOFA TOFA
2R419 38 4742 56 Peter Prince Field Airport894 7563 Santa Rosa County20 8134 79 Milton, Florida, USA77RUNWAY END RUNWAY END 9053EL.= 78.71' EL.= 79.21'8 702114 37ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ
78 8446
RO
FA /
RSA
RO
FZ /
RPZ
R
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/ R
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RO
FZ /
RPZ
RUNWAY PROTECTION R
PZ
RPZ
RO
FA / RSA
RO
FZ / RPZ
R
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PZ
RO
FZ / RPZ
RPZ
R
PZ
8049 61 91RSA RSA RSA RSA RSA RSA RSA17 65 71352413
7430 59 8512 RSA RSA RSA RSA RSA RSA RSA RSA
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\She
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Plan
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\She
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ion
of th
e Ap
proa
ch S
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lan
with
Tre
e O
bstr
uctio
ns.d
wg
Plo
t Dat
e: F
riday
, Mar
ch 5
, 202
1 4:
38:4
0 PM
By:
Gor
don
Edw
ards
A
B
D
E F
H
J K
C
G
TOFA
TO
FA
TOFA
TOFA
TOFA
PRO
JEC
T TI
TLE:
AIRP
ORT
MAS
TER
PLAN
UPD
ATE
PETE
R PR
INCE
FIE
LD A
IRPO
RTD
RAFT
RUNWAY229 55ZONE (RPZ) 6
28 PROTECTIONROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ ROFA / ROFZ
52 3 ZONE (RPZ)26
20:1 VISUAL 92 29APPROACH SURFACE 2 25
1 27 87TOFA TOFA TOFA TOFA31 5411 5 73 8610 16
7
PROPERTY LINE 15 32
66
8268
NOTE:3°11'W ±0°21' MAGNETIC DECLINATION ESTABLISHED 2021 NOTE:ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEAJANUARY 2021 ANNUAL RATE OF CHANGE (0°5'W) 1. (OBS) TREES THAT PENETRATE THE 20:1 APPROACH OR 7:1 TRANSITIONAL SURFACES ARE IDENTIFIED ASLEVEL (AMSL)
OBSTRUCTIONS (OBS) AND REQUIRE IMMEDIATE TOPPING OR REMOVAL.SOURCE: NATIONAL GEOPHYSICAL DATA CENTER WEBSITE: 200 100 0 200 2. (NEAR OBS) TREES THAT COME WITHIN 10' VERTICALLY OF THE 20:1 APPROACH OR 7:1 TRANSITIONAL SURFACES ARE
http://www.ngdc.noaa.gov IDENTIFIED AS NEAR OBSTRUCTIONS (NEAR OBS) AND RECOMMENDED FOR TOPPING OR REMOVAL.
TN
MN
3. (AS) DENOTES TREES THAT PENETRATE OR ARE WITHIN 10' VERTICALLY OF THE 20:1 APPROACH SURFACES. 4. (TS) DENOTES TREES THAT PENETRATE OR ARE WITHIN 10' VERTICALLY OF THE 7:1 TRANSITIONAL SURFACES.
HORIZONTAL SCALE
20:1 APPROACH/ 7:1 TRANSITIONAL SURFACES TREE TABLE SURFACEELEV. OBS /KEY # DESCRIPTION CLEARANCE/ NORTHING EASTING LATITUDE LONGITUDE(A.M.S.L.) NEAR OBSPENETRATION
1 TREE 104.9'± 8.6'± (AS) NEAR OBS 606,904.34 1,184,148.54 N 30° 38' 42.72" W 86° 59' 39.49"
2 TREE 106.8'± 6.3'± (AS) NEAR OBS 606,893.51 1,184,186.08 N 30° 38' 42.62" W 86° 59' 39.06"
3 TREE 109.3'± 3.4'± (AS) NEAR OBS 606,880.31 1,184,253.51 N 30° 38' 42.50" W 86° 59' 38.28"
4 TREE 111.3'± 0.2'± (AS) NEAR OBS 606,840.91 1,184,610.80 N 30° 38' 42.19" W 86° 59' 34.18"
5 TREE 112.5'± -3.4'± (AS) OBS 606,813.56 1,184,196.13 N 30° 38' 41.83" W 86° 59' 38.92"
20:1 APPROACH/ 7:1 TRANSITIONAL SURFACES TREE TABLE SURFACEELEV. OBS /KEY # DESCRIPTION CLEARANCE/ NORTHING EASTING LATITUDE LONGITUDE(A.M.S.L.) NEAR OBSPENETRATION
32 TREE 102.3'± -3.6'± (TS) OBS 606,354.51 1,184,055.70 N 30° 38' 37.26" W 86° 59' 40.41"
33 TREE 121.0'± -15.5'± (AS) OBS 601,689.40 1,184,526.15 N 30° 37' 51.20" W 86° 59' 33.86"
34 TREE 116.4'± -16.0'± (AS) OBS 601,663.82 1,184,366.16 N 30° 37' 50.91" W 86° 59' 35.69"
35 TREE 119.4'± -17.6'± (AS) OBS 601,637.44 1,184,330.06 N 30° 37' 50.64" W 86° 59' 36.09"
36 TREE 113.8'± -3.3'± (TS) OBS 601,604.16 1,184,539.96 N 30° 37' 50.36" W 86° 59' 33.68"
20:1 APPROACH/ 7:1 TRANSITIONAL SURFACES TREE TABLE SURFACEELEV. OBS /KEY # DESCRIPTION CLEARANCE/ NORTHING EASTING LATITUDE LONGITUDE(A.M.S.L.) NEAR OBSPENETRATION
63 TREE 146.2'± -20.2'± (AS) OBS 601,154.07 1,184,308.73 N 30° 37' 45.85" W 86° 59' 36.22"
64 TREE 140.5'± 7.1'± (TS) NEAR OBS 601,083.37 1,184,667.65 N 30° 37' 45.23" W 86° 59' 32.09"
65 TREE 149.1'± -18.9'± (AS) OBS 601,072.89 1,184,250.36 N 30° 37' 45.04" W 86° 59' 36.86"
66 TREE 129.2'± 2.5'± (TS) NEAR OBS 601,094.06 1,183,729.28 N 30° 37' 45.13" W 86° 59' 42.83"
67 TREE 145.7'± -14.6'± (AS) OBS 601,042.04 1,184,512.61 N 30° 37' 44.79" W 86° 59' 33.85"
1,184,360.27 N 30° 37' 50.11" W 86° 59' 35.73" TREE 138.2'± 2.3'± (TS)-4.2'± (AS) 606,810.77 1,184,259.78 N 30° 38' 41.82" W 86° 59' 38.19" 37 TREE 123.8'± -19.4'± (AS) 601,583.09TREE 113.3'± OBS 601,083.23 1,183,671.59OBS NEAR OBS N 30° 37' 45.01" W 86° 59' 43.49"
1,184,140.31 N 30° 38' 41.67" W 86° 59' 39.56" TREE 126.2'± -20.9'± (AS) OBS-2.5'± (AS) 606,798.55 601,563.73 1,184,404.42 N 30° 37' 49.93" W 86° 59' 35.22" 69 TREE 159.7'± -12.3'± (TS)TREE 110.8'± OBS 601,001.57 1,184,646.55OBS N 30° 37' 44.42" W 86° 59' 32.31"
TREE 107.4'± -0.3'± (AS) OBS 606,752.97 1,184,608.53 N 30° 38' 41.32" W 86° 59' 34.19" 39 TREE 133.7'± -7.1'± (TS) OBS 601,473.44 1,184,618.25 N 30° 37' 49.08" W 86° 59' 32.75" 70 TREE 146.2'± -13.6'± (AS) OBS 601,020.27 1,184,315.58 N 30° 37' 44.53" W 86° 59' 36.10"
TREE 111.7'± -4.6'± (AS) OBS 606,768.72 1,184,271.52 N 30° 38' 41.40" W 86° 59' 38.05" 40 TREE 145.2'± -2.7'± (TS) OBS 601,466.41 1,184,724.62 N 30° 37' 49.03" W 86° 59' 31.53" 71 TREE 148.4'± -14.3'± (AS) OBS 600,994.50 1,184,255.77 N 30° 37' 44.26" W 86° 59' 36.78"
DATE REVISIONS10 TREE 112.4'± -5.8'± (AS) OBS 606,761.06 1,184,231.22 N 30° 38' 41.32" W 86° 59' 38.51" 41 TREE 148.8'± 8.1'± (TS) NEAR OBS 601,433.56 1,184,815.15 N 30° 37' 48.73" W 86° 59' 30.49" 72 TREE 135.5'± -0.9'± (AS) OBS 600,973.19 1,184,505.81 N 30° 37' 44.11" W 86° 59' 33.92" NO.
11 TREE 111.0'± -5.7'± (AS) OBS 606,732.93 1,184,255.78 N 30° 38' 41.05" W 86° 59' 38.22" 42 TREE 148.7'± -36.6'± (AS) OBS 601,423.53 1,184,405.96 N 30° 37' 48.54" W 86° 59' 35.17" 73 TREE 134.4'± 0.6'± (AS) NEAR OBS 601,002.75 1,183,737.43 N 30° 37' 44.23" W 86° 59' 42.71"
Mott MacDonald Florida, LLC12 TREE 105.6'± -0.3'± (AS) OBS 606,731.20 1,184,302.66 N 30° 38' 41.04" W 86° 59' 37.68" 43 TREE 152.6'± 5.1'± (TS) NEAR OBS 601,380.72 1,184,807.36 N 30° 37' 48.20" W 86° 59' 30.57" 74 TREE 139.0'± -3.9'± (AS) OBS 600,978.08 1,184,187.35 N 30° 37' 44.08" W 86° 59' 37.56" 220 West Garden St., Suite 700
Pensacola, FL 32502
13 TREE 100.4'± 3.6'± (AS) NEAR OBS 606,702.79 1,184,365.35 N 30° 38' 40.77" W 86° 59' 36.96" 44 TREE 158.7'± -45.2'± (AS) OBS 601,395.85 1,184,502.92 N 30° 37' 48.29" W 86° 59' 34.05" 75 TREE 143.2'± -7.5'± (AS) OBS 600,954.85 1,184,400.65 N 30° 37' 43.90" W 86° 59' 35.11" United States of America
F +1 (850) 484-8199
T +1 (850) 484-601114 TREE 104.7'± -1.0'± (AS) OBS 606,683.99 1,184,590.62 N 30° 38' 40.63" W 86° 59' 34.37" 45 TREE 151.2'± -18.3'± (TS) OBS 601,327.67 1,184,626.05 N 30° 37' 47.64" W 86° 59' 32.63" 76 TREE 146.8'± -4.4'± (TS) OBS 600,894.46 1,184,587.64 N 30° 37' 43.34" W 86° 59' 32.96" www.mottmac.com/americas
Architects Engineers Surveyors15 TREE 98.5'± 7.5'± (TS) NEAR OBS 606,709.69 1,184,119.73 N 30° 38' 40.79" W 86° 59' 39.77" 46 TREE 129.8'± -12.5'± (AS) OBS 601,334.80 1,184,176.22 N 30° 37' 47.61" W 86° 59' 37.78" 77 TREE 150.4'± -11.8'± (AS) OBS 600,905.16 1,184,280.42 N 30° 37' 43.38" W 86° 59' 36.48" AA - C0000035 EB - 0000155 LB - 0006783
16 TREE 105.7'± -2.3'± (AS) OBS 606,698.35 1,184,219.41 N 30° 38' 40.70" W 86° 59' 38.63" 47 TREE 141.6'± -23.9'± (AS) OBS 601,314.95 1,184,391.00 N 30° 37' 47.46" W 86° 59' 35.31" 78 TREE 145.2'± -6.3'± (AS) OBS 600,900.11 1,184,229.30 N 30° 37' 43.32" W 86° 59' 37.06"
17 TREE 106.6'± 6.5'± (AS) NEAR OBS 606,685.98 1,184,326.43 N 30° 38' 40.60" W 86° 59' 37.40" 48 TREE 154.8'± -37.0'± (AS) OBS 601,308.37 1,184,510.59 N 30° 37' 47.42" W 86° 59' 33.94" 79 TREE 158.6'± -19.1'± (AS) OBS 600,878.97 1,184,404.76 N 30° 37' 43.15" W 86° 59' 35.05" AIRPORT SPONSOR APPROVAL:
1,184,789.14 N 30° 38' 40.36" W 86° 59' 32.09" TREE 142.8'± -24.4'± (AS) OBS 601,308.07 1,184,286.44 N 30° 37' 47.37" W 86° 59' 36.51" 80 TREE 137.6'± 3.5'± (AS) NEAR OBS 600,859.02 1,184,195.778.6'± (TS) 606,652.3718 TREE 106.1'± NEAR OBS N 30° 37' 42.91" W 86° 59' 37.43" NAME
TREE 94.2'± 7.9'± (AS) NEAR OBS 606,650.10 1,184,651.65 N 30° 38' 40.31" W 86° 59' 33.67" 50 TREE 156.3'± -29.6'± (TS) OBS 601,284.85 1,184,573.44 N 30° 37' 47.20" W 86° 59' 33.22" 81 TREE 156.8'± -14.6'± (AS) OBS 600,824.02 1,184,391.44 N 30° 37' 42.60" W 86° 59' 35.19" TITLE20 TREE 89.4'± 9.2'± (AS) NEAR OBS 606,591.52 1,184,633.87 N 30° 38' 39.73" W 86° 59' 33.86" 51 TREE 154.6'± -6.5'± (TS) OBS 601,277.81 1,184,717.32 N 30° 37' 47.17" W 86° 59' 31.57" 82 TREE 142.8'± 2.9'± (TS) NEAR OBS 600,855.10 1,183,668.04 N 30° 37' 42.76" W 86° 59' 43.47"
21 TREE 89.2'± 9.9'± (AS) NEAR OBS 606,594.85 1,184,542.69 N 30° 38' 39.74" W 86° 59' 34.90" 52 TREE 121.3'± -2.3'± (AS) OBS 601,304.54 1,184,091.33 N 30° 37' 47.29" W 86° 59' 38.74" 83 TREE 154.9'± -11.1'± (AS) OBS 600,788.77 1,184,476.23 N 30° 37' 42.27" W 86° 59' 34.21" DATE
22 TREE 91.0'± 7.4'± (AS) NEAR OBS 606,595.59 1,184,250.68 N 30° 38' 39.69" W 86° 59' 38.24" 53 TREE 139.8'± -19.4'± (AS) OBS 601,266.04 1,184,325.19 N 30° 37' 46.96" W 86° 59' 36.06" 84 TREE 138.9'± 6.1'± (AS) NEAR OBS 600,776.30 1,184,274.36 N 30° 37' 42.11" W 86° 59' 36.51" SIGNATURE
23 TREE 97.6'± 7.1'± (TS) NEAR OBS 606,563.20 1,184,740.79 N 30° 38' 39.47" W 86° 59' 32.62" 54 TREE 121.7'± -1.3'± (AS) OBS 601,284.96 1,183,918.60 N 30° 37' 47.06" W 86° 59' 40.71" 85 TREE 142.0'± 4.2'± (AS) NEAR OBS 600,757.36 1,184,141.82 N 30° 37' 41.89" W 86° 59' 38.03" GRAPHIC SCALE:
24 TREE 88.0'± 8.6'± (AS) NEAR OBS 606,549.70 1,184,427.09 N 30° 38' 39.27" W 86° 59' 36.21" 55 TREE 129.7'± -8.7'± (AS) OBS 601,265.20 1,184,124.43 N 30° 37' 46.91" W 86° 59' 38.35" 86 TREE 154.7'± -8.4'± (AS) OBS 600,777.40 1,183,726.05 N 30° 37' 42.00" W 86° 59' 42.79" AS SHOWN
25 TREE 98.4'± -2.9'± (AS) OBS 606,538.92 1,184,262.10 N 30° 38' 39.13" W 86° 59' 38.10" 56 TREE 146.6'± -23.9'± (AS) OBS 601,217.13 1,184,354.40 N 30° 37' 46.49" W 86° 59' 35.71" 87 TREE 151.5'± -4.6'± (AS) OBS 600,759.03 1,183,856.15 N 30° 37' 41.85" W 86° 59' 41.30" DRAWING TITLE
INNER PORTION OF THE26 TREE 99.1'± -5.6'± (AS) OBS 606,496.87 1,184,281.75 N 30° 38' 38.72" W 86° 59' 37.86" 57 TREE 164.8'± -18.9'± (TS) OBS 601,189.63 1,184,682.04 N 30° 37' 46.29" W 86° 59' 31.95" 88 TREE 140.6'± 7.4'± (AS) NEAR OBS 600,704.78 1,184,466.72 N 30° 37' 41.44" W 86° 59' 34.30" APPROACH SURFACE PLAN
27 TREE 98.5'± -5.5'± (AS) OBS 606,489.97 1,184,212.05 N 30° 38' 38.63" W 86° 59' 38.66" 58 TREE 148.9'± -25.4'± (AS) OBS 601,195.80 1,184,487.52 N 30° 37' 46.30" W 86° 59' 34.18" 89 TREE 142.3'± 6.2'± (AS) NEAR OBS 600,698.40 1,184,400.27 N 30° 37' 41.36" W 86° 59' 35.05" WITH TREE OBSTRUCTIONS
28 TREE 100.0'± -7.0'± (AS) OBS 606,487.47 1,184,296.79 N 30° 38' 38.63" W 86° 59' 37.69" 59 TREE 133.1'± -9.6'± (AS) OBS 601,209.81 1,184,186.80 N 30° 37' 46.38" W 86° 59' 37.62" 90 TREE 140.7'± 8.0'± (AS) OBS 600,700.27 1,184,291.90 N 30° 37' 41.36" W 86° 59' 36.29" DRAWING UPDATE BY: Mott MacDonald
1,184,231.95 N 30° 38' 38.45" W 86° 59' 38.43" TREE 165.2'± -24.8'± (TS) OBS 601,183.82 1,184,642.97 N 30° 37' 46.22" W 86° 59' 32.40" 91 TREE 140.3'± 9.0'± (AS) NEAR OBS 600,694.52 1,184,166.04 N 30° 37' 41.27" W 86° 59' 37.73" SCALE: DATE:
1" = 200' FEBRUARY 2021
-3.1'± (AS) 606,471.06TREE 95.2'± OBS
TREE 96.9'± -5.0'± (AS) OBS 606,463.41 1,184,336.35 N 30° 38' 38.40" W 86° 59' 37.23" 61 TREE 143.9'± -19.5'± (AS) OBS 601,187.33 1,184,284.12 N 30° 37' 46.18" W 86° 59' 36.51" 92 TREE 142.5'± 8.1'± (AS) NEAR OBS 600,681.41 1,183,919.20 N 30° 37' 41.09" W 86° 59' 40.55" PROJECT NO.: REV. NO.: 502402274
TREE 100.5'± -7.8'± (TS) OBS 606,387.59 1,184,108.43 N 30° 38' 37.60" W 86° 59' 39.82" 62 TREE 145.1'± -15.5'± (TS) OBS 601,144.38 1,184,559.75 N 30° 37' 45.81" W 86° 59' 33.34" 93 TREE 149.5'± 6.5'± (AS) NEAR OBS 600,542.78 1,184,519.79 N 30° 37' 39.85" W 86° 59' 33.65" DRAWING NO.: SHEET 5 OF 8
19
29
31
432
400
350
20:1 CONICAL SURFACE
300
250
232
232200
150
100
100
150
200
232 100
150
200
232
432
400
350
20:1 CONICAL SURFACE
300
250
232
REFER TO THE INNER PORTION OF THE APPROACHAND RUNWAY PROTECTION ZONE PLANS
(SHEETS 4 & 5 FOR CLOSE-IN OBSTRUCTIONS)
232200
150
100
232
232
250
300
350
400
432
300
350
400
432
250
250
300250
300
232
232
250
300
350
400
432
300
350
400
432
250
350
400
432350
400
432
HORIZONTAL SURFACEEL.= 232.0'
SEE DETAILEDVIEW THIS SHEET
AIRPORT ELEV.POINT EL.= 81.73'
RUNWAY 18END EL.= 78.71'
7:1 TRANSITIONALSURFACE
RUNWAY 36END EL.= 79.21'
20:1 NON-PRECISIONAPPROACH SURFACE
5000' R
5000' R
20:1 VISUALAPPROACHSURFACE
4000
'
4000
'
PRIMARYSURFACE
BRL BRL BRL BRL BRL
BRL BRL BRL BRL BRL
150' AMSL (FAR PART 77 CONTOUR)
100' AMSL (FAR PART 77 CONTOUR)
100' AMSL (FAR PART 77 CONTOUR)
150' AMSL (FAR PART 77 CONTOUR)
This
drawi
ng is
the p
ropert
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ott M
acDo
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Florid
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nd m
ay no
t be r
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uced
with
out w
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t be r
elied
on or
used
in ci
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which
it wa
s orig
inally
prep
ared a
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r whic
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this d
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AF LOR I D
AOR SATNAS
NTYUOC
____________________________
____________________________
____________________________
VAR 3°11'W
4 5 71 11 14 152 3 6 8 9 10 12 13
2628
2R4 8 7 6 5 4 3 2 1
14 15 Peter Prince Field Airport
13 12 11 10 9 16 18 2017 19 Santa Rosa County
Milton, Florida, USA
P:\4
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DETAILED VIEW
SCALE: 1" = 500'
BUILDING OBSTRUCTION / CLEARANCE TABLE
OBSTRUCTION IDENTIFIER
DESCRIPTION TOP EL. PENET-(AMSL) RATION
ACTION
1 T-HANGAR "A" 98.4' 1.4' OBS LIGHT
2 T-HANGAR "B" 96.6' 7.3' OBS LIGHT
3 T-HANGAR "C" 96.9' 7.6' OBS LIGHT
4 T-HANGAR "D" 96.9' 7.6' OBS LIGHT
5 T-HANGAR "E" 97.2' 7.9' OBS LIGHT
6 T-HANGAR "F" 97.1' 7.9' OBS LIGHT
7 T-HANGAR "G" 97.3' 8.0' OBS LIGHT
8 CORPORATE HANGAR "H" 97.9' 4.5' OBS LIGHT
9 T-HANGAR "I" 94.1' 5.0' OBS LIGHT
10 T-HANGAR "J" 93.4' 4.2' OBS LIGHT
11 T-HANGAR "K" 92.9' 3.8' OBS LIGHT
12 T-HANGAR "L" 92.0' 3.0' OBS LIGHT
13 T-HANGAR "M" 91.5' 2.5' OBS LIGHT
14 FBO TERMINAL BUILDING 108.3' 3.9' OBS LIGHT
15 MAINTENANCE BUILDING 91.0' -0.2' NONE REQ.
16 T-HANGAR "BB" 97.1' -5.5' NONE REQ.
17 T-HANGAR "CC" 97.2' -2.2' NONE REQ.
18 T-HANGAR "DD" 97.2' -2.3' NONE REQ.
19 T-HANGAR "EE" 97.4' -2.1' NONE REQ.
20 T-HANGAR "FF" 97.4' -2.1' NONE REQ.
21 T-HANGAR "AAA" 97.0' -8.5' NONE REQ.
22 T-HANGAR "BBB" 97.2' -8.6' NONE REQ.
PRO
JEC
T TI
TLE:
AIRP
ORT
MAS
TER
PLAN
UPD
ATE
PETE
R PR
INCE
FIE
LD A
IRPO
RTD
RAFT
DATE REVISIONS23 T-HANGAR "CCC" 96.7' -9.1' NONE REQ. NO.
24 105.2' -34.9' NONE REQ. HANGAR HELICOPTER MAINTENANCE
Mott MacDonald Florida, LLC
220 West Garden St., Suite 700
NONE REQ. Pensacola, FL 32502
United States of America
F +1 (850) 484-8199
25 93.7' -49.4'MRO OFFICE (TEMPORARY)
26 FBO OFFICE BUILDING 106.5' -36.6' NONE REQ. T +1 (850) 484-6011
www.mottmac.com/americas
27 FBO OFFICE BUILDING 105.3' -28.4' NONE REQ. Architects Engineers Surveyors AA - C0000035 EB - 0000155 LB - 0006783
28 MRO MAINTENANCE HANGAR 97.5' -36.0' NONE REQ.
29 MRO MAINTENANCE HANGAR 97.6' -23.0' NONE REQ. AIRPORT SPONSOR APPROVAL:
NAME
TITLE
3°11'W ±0°21' MAGNETIC DECLINATION ESTABLISHED 2021 _______________
JANUARY 2021 ANNUAL RATE OF CHANGE (0°5'W) DATE
SOURCE: SIGNATURE
NATIONAL GEOPHYSICAL DATA CENTER WEBSITE: http://www.ngdc.noaa.gov GRAPHIC SCALE:
TN
MN
AS SHOWN
DRAWING TITLE
PART 77 AIRSPACE 1000 500 0 1000 SURFACES PLAN
DRAWING UPDATE BY: Mott MacDonald
SCALE: DATE:
1" = 1000' FEBRUARY 2021 PROJECT NO.: REV. NO.:
502402274 DRAWING NO.:
SHEET 6 OF 8
29 25 24
27
23 22 21
SFR
SFR
1
VAC
SFR
VAC
5
VAC
VAC
VAC
1
VAC
SFR
SFR
91
3
OFFICEOFFICE
VAC
11
1
11
11
1
11
11
1
11
1
1
17
22
1
2
2
3
42
POP
22
3
3
333
555 5
55 5
55 55 55
5 5 5 5 5 5 5
5
5SFR VAC
1
1
15
11
1
1
55555
5
5
5 5 5 5
5 5 5 5
5
5555
5
5 555
5 5 5
1
4
43 5 5 5
55555
10
VAC
3
3
3
1
5 5 5
5
5 5 5
5
55
VAC
VAC
VAC
INDUS
POP
INDUS INDUSPOP
INDUSINDUS
POP
COMMOFFICE
OFFICE
POP
INDUS
INDUS
INDUS
INDUS
INDUSINDUS
INDUS
OFFICE
VAC INDUS INDUS
INDUS
INDUS
INDUS
INDUSINDUS
INDUS
VAC
VACINDUSINDUS
POP
POPINDUS
INDUSPOP
POP
INDUS
POP
POP
POP
POP
POP
VAC
SFRSFR
SFRSFR
INDUS
VAC
COMM
INDUS
INDUS
INDUS
COMM
VAC
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1 1
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55 DNL
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60 DNL
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60 DNL
65 DNL65 DNL
65 DNL
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70 DNL70 DNL
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75 DNL
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12
34
56
78
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91011
VACINDUSCOMMOFFICESFRREC/OSPOPINST
UTIL
MRCMFR<5AH
= VACANT= INDUSTRIAL= COMMERCIAL= OFFICES= SINGLE FAMILY RESIDENTIAL= RECREATIONAL / OPEN SPACE= PUBLIC OWNED PROPERTY= INSTITUTIONAL= RECREATIONAL / OPEN SPACE= MULTI-FAMILY RESIDENTIAL <5 UNITS= RECREATIONAL / OPEN SPACE= UTILITIES
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This
drawi
ng is
the p
ropert
y of M
ott M
acDo
nald
Florid
a, LL
C., a
nd m
ay no
t be r
eprod
uced
with
out w
ritten
perm
ission
. This
docu
ment
shou
ld no
t be r
elied
on or
used
in ci
rcums
tance
s othe
r than
thos
e for
which
it wa
s orig
inally
prep
ared a
nd fo
r whic
h Mott
Mac
Dona
ld wa
s com
miss
ioned
. Mott
Mac
Dona
ld ac
cepts
no re
spon
sibilit
y for
this d
ocum
ent to
any p
arty o
ther th
an th
e pers
on or
entity
by w
hom
it was
comm
ission
ed.
AF LOR I D
AOR SATNAS
NTYUOC
____________________________
____________________________
_______________
____________________________
RPZ RPZ
RPZ RPZ
RPZ RPZ
RPZ RPZ
RPZ RPZ
RPZ RPZ
RPZ RPZ
RPZ RPZ
RPZ
RPZ
RPZ
RPZ
VAR 3°11'W
4 5 71 11 14 152 3 6 8 9 10 12 13
2R4 Peter Prince Field Airport
Santa Rosa County Milton, Florida, USA
P:\4
0227
4 -
SRC
Pete
r Pr
ince
- M
aste
r Pl
an\D
raw
ings
\Civ
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et 7
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and
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Plan
with
Noi
se C
onto
urs.
dwg
Plo
t Dat
e: F
riday
, Mar
ch 5
, 202
1 4:
41:5
0 PM
By:
Gor
don
Edw
ards
A
B
D
E F
H
J K
C
G
PRO
JEC
T TI
TLE:
AIRP
ORT
MAS
TER
PLAN
UPD
ATE
PETE
R PR
INCE
FIE
LD A
IRPO
RTD
RAFT
LEGEND
PARCEL DATA SOURCE: SANTA ROSA COUNTY GIS DEPARTMENT - JANUARY 2021
NOISE CONTOUR DATA: 2018
3°11'W ±0°21' MAGNETIC DECLINATION ESTABLISHED 2021 JANUARY 2021 ANNUAL RATE OF CHANGE (0°5'W)
SOURCE:
RPZ
R
PZ
RPZ
RPZ
R
PZ
RPZRUNWAY
PROTECTION ZONE (RPZ)
NATIONAL GEOPHYSICAL DATA CENTER WEBSITE: http://www.ngdc.noaa.gov
TN
MN
NO. DATE REVISIONS 500 250 0 500
Mott MacDonald Florida, LLC
220 West Garden St., Suite 700
Pensacola, FL 32502
United States of America
F +1 (850) 484-8199
T +1 (850) 484-6011
www.mottmac.com/americasRUNWAY
Architects Engineers SurveyorsPROTECTION AA - C0000035 EB - 0000155 LB - 0006783
ZONE (RPZ)
AIRPORT SPONSOR APPROVAL:
NAME
TITLE
DATE
SIGNATURE
GRAPHIC SCALE:
AS SHOWN
DRAWING TITLE
EXISTING LAND USE PLAN WITH NOISE CONTOURS
DRAWING UPDATE BY: Mott MacDonald
SCALE: DATE:
1" = 500' FEBRUARY 2021 PROJECT NO.: REV. NO.:
502402274 DRAWING NO.: SHEET 7 OF 8
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60 DNL
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65 DNL65 DNL
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70 DNL70 DNL
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75 DNL
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1 CON/REC2 INDUS3 COMM4 OFFICE5 SFR6 AG-RR
= CONSERVATION / RECREATIONAL= INDUSTRIAL= COMMERCIAL= OFFICES= SINGLE FAMILY RESIDENTIAL= AGRICULTURAL - RURAL RESIDENTIAL
MAP FUTURE LAND USEDNL = DAY / NIGHT SOUND CONTOURSDNLDNL
This
drawi
ng is
the p
ropert
y of M
ott M
acDo
nald
Florid
a, LL
C., a
nd m
ay no
t be r
eprod
uced
with
out w
ritten
perm
ission
. This
docu
ment
shou
ld no
t be r
elied
on or
used
in ci
rcums
tance
s othe
r than
thos
e for
which
it wa
s orig
inally
prep
ared a
nd fo
r whic
h Mott
Mac
Dona
ld wa
s com
miss
ioned
. Mott
Mac
Dona
ld ac
cepts
no re
spon
sibilit
y for
this d
ocum
ent to
any p
arty o
ther th
an th
e pers
on or
entity
by w
hom
it was
comm
ission
ed.
AF LOR I D
AOR SATNAS
NTYUOC
____________________________
____________________________
_______________
____________________________
RPZ RPZ
RPZ RPZ
RPZ RPZ
RPZ RPZ
RPZ RPZ
RPZ RPZ
RPZ RPZ
RPZ RPZ
RPZ RPZ
RPZ RPZ
VAR 3°11'W
4 5 71 11 14 152 3 6 8 9 10 12 13
2R4 Peter Prince Field Airport
Santa Rosa County Milton, Florida, USA
P:\4
0227
4 -
SRC
Pete
r Pr
ince
- M
aste
r Pl
an\D
raw
ings
\Civ
il\AL
P CA
D D
raw
ings
\She
ets\
Plan
Set
\She
et 8
- Fu
ture
Lan
d Us
e Pl
an w
ith N
oise
Con
tour
s.dw
g P
lot D
ate:
Frid
ay, M
arch
5, 2
021
4:42
:12
PM B
y: G
ordo
n Ed
war
ds
A
B
D
E F
H
J K
C
G
PRO
JEC
T TI
TLE:
AIRP
ORT
MAS
TER
PLAN
UPD
ATE
PETE
R PR
INCE
FIE
LD A
IRPO
RTD
RAFT
LEGEND
PARCEL DATA SOURCE: SANTA ROSA COUNTY GIS DEPARTMENT - JANUARY 2021
NOISE CONTOUR DATA: 2018
3°11'W ±0°21' MAGNETIC DECLINATION ESTABLISHED 2021 JANUARY 2021 ANNUAL RATE OF CHANGE (0°5'W)
SOURCE:
RPZ
R
PZ
RPZ
RPZ
R
PZ
RPZRUNWAY
PROTECTION NATIONAL GEOPHYSICAL DATA CENTER WEBSITE:
http://www.ngdc.noaa.gov
ZONE (RPZ)
TN
MN
NO. DATE REVISIONS 500 250 0 500
Mott MacDonald Florida, LLC
220 West Garden St., Suite 700
Pensacola, FL 32502
United States of America
F +1 (850) 484-8199
T +1 (850) 484-6011
www.mottmac.com/americasRUNWAY
Architects Engineers SurveyorsPROTECTION AA - C0000035 EB - 0000155 LB - 0006783
ZONE (RPZ)
AIRPORT SPONSOR APPROVAL:
NAME
TITLE
DATE
SIGNATURE
GRAPHIC SCALE:
AS SHOWN
DRAWING TITLE
FUTURE LAND USE PLAN WITH NOISE CONTOURS
DRAWING UPDATE BY: Mott MacDonald
SCALE: DATE:
1" = 500' FEBRUARY 2021 PROJECT NO.: REV. NO.:
502402274 DRAWING NO.: SHEET 8 OF 8
