15-Appendix - HWO ALP-Approved Set-01-2021.pdf
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- Solicitation number
- PNC2131324P1
- Issued by
- Broward County, Florida
About this file
This is an Airport Layout Plan (ALP) approval document for North Perry Airport (HWO) prepared by the Broward County Aviation Department in November 2020. The document represents a comprehensive update to the airport's master plan and includes detailed technical drawings, airspace analysis, and property information for the reliever airport serving the Miami-Fort Lauderdale metropolitan area. The ALP encompasses 22 sheets of detailed drawings depicting existing and future airport configurations, including runway layouts, taxiway systems, obstacle analysis, land use planning, and airspace compliance studies. The plan was approved by the Federal Aviation Administration (FAA) and the Florida Department of Transportation (FDOT), with FDOT approval documented on January 20, 2021. The airport currently operates with four parallel runways serving small aircraft of 12,500 pounds or less, though the facility is designed to accommodate potential future upgrades to support larger aircraft classifications. The existing airport property comprises approximately 522 acres, with surrounding residential communities in Pembroke Pines, Hollywood, and Miramar, requiring careful consideration of noise impacts and airspace constraints.
The technical documentation includes comprehensive Part 77 airspace analysis, runway obstruction surveys identifying 55 significant obstructions requiring light and marking mitigation or removal, runway centerline profiles, and detailed approach and departure surface studies for all four runway configurations. The plan identifies potential future improvements including runway extensions, taxiway reconfiguration, and enhanced safety areas to transition from B-I design standards to B-II design standards. The facility is classified as a nonprimary general aviation reliever airport within the National Plan of Integrated Airport System (NPIAS) and serves as an important economic asset to the region through its role in general aviation operations and its colocation with the Broward College Aviation Institute. The ALP serves as the planning foundation for all future airport capital improvements and regulatory compliance, with particular emphasis on balancing operational efficiency against environmental considerations for the surrounding residential communities.
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Text version
AIRPORT LAYOUT PLAN
North Perry Airport (HWO)
NORTH
DRAWING INDEX TABLE
BOARD OF COUNTY COMMISSIONERS
BROWARD COUNTY AVIATION DEPARTMENT
BROWARD COUNTY AVIATION DEPARTMENT
NAN H. RICH, BOARD MEMBER
MICHAEL UDINE, BOARD MEMBER
LAMAR P. FISHER, BOARD MEMBER
MARK D. BOGEN, BOARD MEMBER
BEAM FURR, BOARD MEMBER
TIM RYAN, BOARD MEMBER
DR.BARBARA SHARIEF, BOARD MEMBER
Broward County, Florida
MARK GALE, CEO/AVIATION DIRECTOR
NORTH
DALE V.C. HOLNESS, MAYOR
STEVE GELLER, VICE MAYOR
NOVEMBER 2020
VICINITY MAPLOCATION MAP
MARK GALE, CEO/AVIATION DIRECTOR DATE:
AIRPORT APPROVAL
PREPARED BY:
SHEET NO. DRAWING TITLE REVISION DATE SHEET NO. DRAWING TITLE REVISION DATE
00 COVER SHEET 12 EXISTING/FUTURE RUNWAY 1R INNER APPROACH
01 AIRPORT DATA SHEET 13 EXISTING/FUTURE RUNWAY 19L INNER APPROACH
02 EXISTING AIRPORT LAYOUT PLAN 14 EXISTING/FUTURE RUNWAY 1R-19L DEPARTURE SURFACE
03 FUTURE AIRPORT LAYOUT PLAN 15 EXISTING/FUTURE RUNWAY 10L INNER APPROACH
04 AIRPORT AIRSPACE PART 77 16 EXISTING/FUTURE RUNWAY 28R INNER APPROACH
05 AIRPORT AIRSPACE PLAN AND PROFILE (1 OF 2) 17 EXISTING/FUTURE RUNWAY 10R INNER APPROACH
06 AIRPORT AIRSPACE PLAN AND PROFILE (2 OF 2) 18 EXISTING/FUTURE RUNWAY 28L INNER APPROACH
07 RUNWAY CENTERLINE PROFILES (1 OF 2) 19 EXISTING/FUTURE RUNWAY 10R-28L DEPARTURE SURFACES
08 RUNWAY CENTERLINE PROFILES (2 OF 2) 20 ON-AIRPORT LAND USE PLAN
09 EXISTING/FUTURE RUNWAY 1L INNER APPROACH 21 OFF-AIRPORT LAND USE PLAN
10 EXISTING/FUTURE RUNWAY 19R INNER APPROACH 22 AIRPORT PROPERTY MAP
11 EXISTING/FUTURE RUNWAY 1L-19R DEPARTURE SURFACE
LEGEND
Broward County
LEGEND
Airport Boundary
NOTES:
1. All elevations are Feet above Mean Sea Level (MSL).
2. All coordinates are based on North American Horizontal Datum 1983 (NAD 83).
3. All elevations reference the North American Vertical Datum 1988 (NAVD88).
NAME ADG TDG
WIDTH (FEET)
LIGHTING OBJECTS INSIDE
TSA AND TOFA
SEPARATION
FROM TAXIWAY
CL TO
FIXED/MOVABLE
OBJECT
TAXIWAY SHOULDER TSA TOFA
A I 2 35 N/A 49 89 Unlit NONE 44.5
B I 2 40 N/A 49 89 MITL NONE 44.5
B1 I 2 49 N/A 49 89 MITL NONE 44.5
D I 2 40 N/A 49 89 MITL NONE 44.5
D1 I 3 50 N/A 49 89 MITL NONE 44.5
D2 I 3 50 N/A 49 89 MITL NONE 44.5
E I 2 35 N/A 49 89 Partial MITL NONE 44.5
E1 I 2 36 N/A 49 89 MITL NONE 44.5
E2 I 2 36 N/A 49 89 MITL NONE 44.5
L I 2 40 N/A 49 89 MITL NONE 44.5
L1 I 3 50 N/A 49 89 MITL NONE 44.5
L2 I 3 55 N/A 49 89 MITL NONE 44.5
L3 I 3 50 N/A 49 89 MITL NONE 44.5
M I 2 35 N/A 49 89 MITL NONE 44.5
M1 I 2 35 N/A 49 89 MITL NONE 44.5
M3 I 3 50 N/A 49 89 MITL NONE 44.5
N I 2 40 N/A 49 89 Unlit NONE 44.5
N1 I 3 50 N/A 49 89 Unlit NONE 44.5
N2 I 3 50 N/A 49 89 Unlit NONE 44.5
P I 2 35 N/A 49 89 MITL NONE 44.5
P1 I 2 35 N/A 49 89 MITL NONE 44.5
P2 I 2 35 N/A 49 89 MITL NONE 44.5
R I 3 50 N/A 49 89 MITL NONE 44.5
J I 2 47 N/A 49 89 Unlit NONE 44.5
.5
K N
O
TS
10.5 KNOTS
.5
K N
O
TS
10.5 KNOTS
13 KNOTS
K
N O
TS
K
N O
TS
13 KNOTS
Calms 75.6%
N
NNW
NW
W N
W
W
E
EN
E
NE
NNE
SSW SSE
SE
ES
E
SW
W
SW
S
.2.3.5 .5
.5
.4
.3
.3
.2
.2
.2
.2
.2
.2
.2 .2
.2 .2 .3 .4 .5 .7
.8
1.1
1.4
1.4
1.6
1.6
1.7
1.6
1.7
1.2
.6 .3
.2.2
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.2
.2
.2
.3
.2
.1
.5
K N
O
TS
10.5 KNOTS
.5
K N
O
TS
10.5 KNOTS
13 KNOTS
K
N O
TS
13 KNOTS
K
N O
TS
Calms 75.9%
N
NNW
NW
W N
W
W
E
EN
E
NE
NNE
SSW SSE
SE
ES
E
SW
W
SW
S
.2.3.5 .5
.5
.3
.3
.2
.2
.2
.2
.2
.2
.2
.2 .2
.1 .1 .3 .4 .5 .7
.8
1.1
1.4
1.4
1.6
1.7
1.7
1.6
1.8
1.2
.6 .2
.1.2
.1
.1
.1
.1
.1
.1
.1
.1
.2
.2
.3
.2
.1
.5
K N
O
TS
10.5 KNOTS
.5
K N
O
TS
10.5 KNOTS
13 KNOTS
K
N O
TS
13 KNOTS
K
N O
TS
Calms 71.2%
N
NNW
NW
W N
W
W
E
EN
E
NE
NNE
SSW SSE
SE
ES
E
SW
W
SW
S
.4.5.7 1.1
.8
.5
.5
.6
.5
.6
.4
.5
.5
.5
.4 .2
.5 .3 .5 .2 .4 .6
.6
.5
.7
.7
.9
1.0
1.1
.7
.8
1.4
.7 .5
.4.4
.1+ .1
.3
.2
.2
.2
.3
.1
.2
.2
.2
.2
.1
.1
.1
.1 .2 .2 .1
.1
.1
.1
.2
.2
.3
.5
.4
.2
.1
.2
.1
.1 .1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
ALL WEATHER WIND ROSE
98.54%
10.5 KTS
(12 mph)
CROSSWIND RWY 1L/19R RWY 1R/19L RWY 10L/28R RWY 10R/28L
85.00% 85.00% 93.70% 93.70%
RUNWAY 1L 19R 1R 19L 10L 28R 10R 28L
ITEM Existing Future Existing Future Existing Future Existing Future Existing Future Existing Future Existing Future Existing Future
Runway Length 3,350' 2,983' 3,350' 2,983' 3,260' SAME 3,260' SAME 3,240' SAME 3,240' SAME 3,255' 3,463' 3,255' 3,463'
Runway Width 100' SAME 100' SAME 100' SAME 100' SAME 100' SAME 100' SAME 100' SAME 100' SAME Displaced Threshold 350' 0' 350' SAME 185' SAME 110' SAME 181' SAME 60' SAME 255' 463' 210' SAME Runway Design Code B-I-VIS B-II-VIS B-I-VIS B-II-VIS B-I-VIS B-II-VIS B-I-VIS B-II-VIS B-I-VIS B-II-VIS B-I-5000 B-II-5000 B-II-5000 SAME B-II-VIS SAME Approach Reference Code B-I-VIS B-II-VIS B-I-VIS B-II-VIS B-I-VIS B-II-VIS B-I-VIS B-II-VIS B-I-VIS B-II-VIS B-I-5000 B-II-5000 B-II-5000 SAME B-II-VIS SAME Departure Reference Code B-I B-II B-I B-II B-I B-II B-I B-II B-I B-II B-I B-II B-II SAME B-II SAME Approach Visibility Minimums Visual SAME Visual SAME Visual SAME Visual SAME Visual SAME 1 mile SAME 1-1/4 mile SAME Visual SAME Part 77 Approach Type Visual SAME Visual SAME Visual SAME Visual SAME Visual SAME Non-Precision SAME Non-Precision SAME Visual SAME Part 77 Approach Category 20:1 SAME 20:1 SAME 20:1 SAME 20:1 SAME 20:1 SAME 20:1 SAME1 20:1 SAME1 20:1 SAME Aeronautical Survey Required for Approach NVGS SAME NVGS SAME NVGS SAME NVGS SAME NVGS SAME NVGS SAME NVGS SAME NVGS SAME
Runway Departure Surface/OCS 40:1 SAME Non-Instrument
Departure Runway
SAME
Non-Instrument
Departure Runway
SAME 40:1 SAME
Non-Instrument
Departure Runway
SAME
Non-Instrument
Departure Runway
SAME 40:1 SAME 40:1 SAME
Threshold Siting Surface 20:1 SAME 20:1 SAME 20:1 SAME 20:1 SAME 20:1 SAME 20:1 SAME 20:1 SAME 20:1 SAME Obstructions to Threshold Siting Surface NONE SAME NONE SAME NONE SAME NONE SAME NONE SAME NONE SAME NONE SAME NONE SAME Runway End Elevation (MSL) 7.6' 7.2' 7.2' SAME 7.3' SAME 6.8' SAME 6.9' SAME 7.5' SAME 6.9' SAME 7.8' SAME Runway Threshold Elevation (MSL) 7.2' SAME 7.3' SAME 7.6' SAME 6.9' SAME 6.9' SAME 7.7' SAME 7.7' SAME 7.9' SAME Runway Touchdown Zone Elevation (MSL) 7.7' 7.2' 7.6' 7.2' 8.2' SAME 8.2' SAME 8.5' SAME 8.5' SAME 7.9' SAME 7.9' SAME Highest Point on Runway Centerline (MSL) 7.7' 7.2' 7.7' 7.2' 8.2' SAME 8.2' SAME 8.5' SAME 8.5' SAME 7.9' SAME 7.9' SAME Lowest Point on Runway Centerline (MSL) 7.1' SAME 7.1' SAME 6.8' SAME 6.8' SAME 6.9' SAME 6.9' SAME 6.9' SAME 6.9' SAME
Runway Object Free Area
Length 240' 300' 240' 300' 240' 300' 240' 300' 240' 300' 240' 300' 300' SAME 300' SAME
Width 250' 500' 250' 500' 250' 500' 250' 500' 250' 500' 250' 500' 500' SAME 500' SAME
Runway Safety Area Length (Design Standard) 240' 300' 240' 300' 240' 300' 240' 300' 240' 300' 240' 300' 300' SAME 300' SAME Width (Design Standard) 120' 150' 120' 150' 120' 150' 120' 150' 120' 150' 120' 150' 150' SAME 150' SAME
Runway Obstacle Free Zone
Length 200' SAME 200' SAME 200' SAME 200' SAME 200' SAME 200' SAME 200' SAME 200' SAME
Width 250' SAME 250' SAME 250' SAME 250' SAME 250' SAME 250' SAME 250' SAME 250' SAME
Inner Approach Obstacle Free Zone
Length N/A SAME N/A SAME N/A SAME N/A SAME N/A SAME N/A SAME N/A SAME N/A SAME
Width N/A SAME N/A SAME N/A SAME N/A SAME N/A SAME N/A SAME N/A SAME N/A SAME
Inner Transitional Obstacle Free Zone
Horizontal Surface Elevation (MSL) N/A SAME N/A SAME N/A SAME N/A SAME N/A SAME N/A SAME N/A SAME N/A SAME Length N/A SAME N/A SAME N/A SAME N/A SAME N/A SAME N/A SAME N/A SAME N/A SAME
Width N/A SAME N/A SAME N/A SAME N/A SAME N/A SAME N/A SAME N/A SAME N/A SAME
Approach Runway Protection Zone
Length 1,000' SAME 1,000' SAME 1,000' SAME 1,000' SAME 1,000' SAME 1,000' SAME 1,000' SAME 1,000' SAME
Inner Width 250' SAME 250' SAME 250' SAME 250' SAME 250' SAME 250' SAME 250' SAME 250' SAME
Outer Width 450' SAME 450' SAME 450' SAME 450' SAME 450' SAME 450' SAME 450' SAME 450' SAME
Departure Runway Protection Zone
Length 1,000' SAME 1,000' SAME 1,000' SAME 1,000' SAME 1,000' SAME 1,000' SAME 1,000' SAME 1,000' SAME
Inner Width 250' SAME 250' SAME 250' SAME 250' SAME 250' SAME 250' SAME 250' SAME 250' SAME
Outer Width 450' SAME 450' SAME 450' SAME 450' SAME 450' SAME 450' SAME 450' SAME 450' SAME
Runway End Coordinates
Latitude (N) 25° 59' 52.19" 25° 59' 55.83" 26° 00' 25.37" SAME 25° 59' 51.11" SAME 26° 00' 23.40" SAME 26° 00' 08.16" SAME 26° 00' 07.97" SAME 25° 59' 53.63" 25° 59' 53.64" 25° 59' 53.44" SAME Longitude (W) 80° 14' 38.67" 80° 14' 38.67" 80° 14' 38.46" SAME 80° 14' 22.79" SAME 80° 14' 22.57" SAME 80° 14' 41.21" SAME 80° 14' 05.69" SAME 80° 14' 39.21" 80° 14' 41.49" 80° 14' 03.54" SAME
Displaced Threshold Coordinates
Latitude (N) 25° 59' 55.66" N/A 26° 00' 21.91" SAME 25° 59' 52.95" SAME 26° 00' 22.31" SAME 26° 00' 08.15" SAME 26° 00' 07.97" SAME 25° 59' 53.61" SAME 25° 59' 53.45" SAME Longitude (W) 80° 14' 38.65" N/A 80° 14' 38.48" SAME 80° 14' 22.78" SAME 80° 14' 22.58" SAME 80° 14' 39.23" SAME 80° 14' 06.36" SAME 80° 14' 36.41" SAME 80° 14' 05.84" SAME
True Bearing .008° SAME 180.008° SAME .019° SAME 180.019° SAME 90.008° SAME 270.008° SAME 90.006° SAME 270.006° SAME Magnetic Bearing 6.691° SAME 186.691° SAME 6.703° SAME 186.703° SAME 96.691° SAME 276.691° SAME 96.689° SAME 276.689° SAME
Maximum Gradient 0.44% SAME 0.44% SAME 1.04% SAME 1.04% SAME 0.96% SAME 0.96% SAME 0.52% SAME 0.52% SAME
Effective Gradient 0.02% SAME 0.02% SAME 0.04% SAME 0.04% SAME 0.05% SAME 0.05% SAME 0.03% SAME 0.03% SAME Runway Lighting Medium SAME Medium SAME NONE Medium NONE Medium NONE SAME NONE SAME Medium SAME Medium SAME Runway Marking Visual SAME Visual SAME Visual SAME Visual SAME Visual SAME Non-Precision SAME Non-Precision SAME Visual SAME Surface Composition Asphalt SAME Asphalt SAME Asphalt SAME Asphalt SAME Asphalt SAME Asphalt SAME Asphalt SAME Asphalt SAME
Surface Treatment Ungrooved SAME Ungrooved SAME Ungrooved SAME Ungrooved SAME Ungrooved SAME Ungrooved SAME Ungrooved SAME Ungrooved SAME
Surface Condition Good SAME Good SAME Good SAME Good SAME Good SAME Good SAME Good SAME Good SAME
Pavement Strength by:
PCN 31 /F/A/X/T SAME 31 /F/A/X/T SAME 9 /F/B/Y/T SAME 9 /F/B/Y/T SAME 7 /F/B/Y/T SAME 7 /F/B/Y/T SAME 31 /F/A/X/T SAME 31 /F/A/X/T SAME
Wheel Loading (x 1,000 lbs.)
SW - 85
DW - 131 SAME SW - 85
DW - 131 SAME SW - 30
DW - 45 SAME SW - 30
DW - 45 SAME SW - 24
DW - 39 SAME SW - 24
DW - 39 SAME SW - 85
DW - 131 SAME SW - 85
DW - 131 SAME
Navigational Aids N/A SAME N/A SAME N/A SAME N/A SAME N/A SAME RNAV SAME RNAV SAME N/A SAME
Visual Aids PAPI-2L SAME PAPI-2L SAME PAPI-2L SAME PAPI-2L SAME PAPI-2L SAME PAPI-2L SAME PAPI-4L SAME PAPI-2L SAME
REIL SAME REIL SAME NONE REIL NONE REIL NONE REIL NONE REIL REIL SAME REIL SAME
Geodetic Azimuth .339° .339° 180.339° 180.339° .342° .342° 180.342° 180.342° 90.339° 90.339° 270.343° 270.343° 90.337° 90.337° 270.342° 270.342° Critical Aircraft Approach Category B-I (S) B-II (S) B-I (S) B-II (S) B-I (S) B-II (S) B-I (S) B-II (S) B-I (S) B-II (S) B-I (S) B-II (S) B-II (S) SAME B-II (S) SAME Line of Sight Requirements Met YES SAME YES SAME YES SAME YES SAME YES SAME YES SAME YES SAME YES SAME
SOURCE: National Oceanic and Atmospheric Administration, Integrated Surface Database, North Perry Airport Surface Hourly Observations (January 1, 2007 - December 31, 2016), 102,749 total observations; Kimley Horn and Associates, Inc., Airfield Safety Enhancements and Geometry Study, September 6, 2016.
AIRPORT DATA TABLERUNWAY DATA TABLE
TAXIWAY DATA TABLE
VMC WIND ROSE IMC WIND ROSE
WIND COVERAGE TABLE
AC - Advisory Circular ADG - Aircraft Design Group ARP - Airport Reference Point ASOS - Automated Surface Observing System ATCT - Airport Traffic Control Tower Bldg - Building BCAD - Broward County Aviation Department BRL - Building Restriction Line CFR - Code of Federal Regulations CL - Centerline DME - Distance Measuring Equipment El. - Elevation FAA - Federal Aviation Administration FDOT - Florida Department of Transportation GPS - Global Positioning System HWO - North Perry Airport LAT. - Latitude LONG. - Longitude MIRL - Medium Intensity Runway Lights mph - Miles per Hour MSL - Mean Sea Level N - North N/A - Not Applicable or Available NAD83 - North American Datum of 1983 NAVD88 - North American Vertical Datum of 1988 NDB - Non-Directional Beacon NOAA - National Oceanic and Atmospheric Administration NPIAS - National Plan of Integrated Airport Systems OCS - Obstacle Clearance Surface OFZ - Obstacle Free Zone PAPI - Precision Approach Path Indicator PCN - Pavement Classification Number REIL - Runway End Identifier Lights ROFA - Runway Object Free Area ROFZ - Runway Object Free Zone RPZ - Runway Protection Zone RSA - Runway Safety Area RTR - Remote Transmitter/Receiver RWY - Runway RVZ - Runway Visibility Zone SW - Single Wheel TDG - Taxiway Design Group TDZ - Touchdown Zone TERPS - Terminal Instrument Procedures TOFA - Taxiway Object Free Area TWY - Taxiway TSA - Taxiway Safety Area W - West
Source National Climatic Data Center, US Department of Commerce; Asheville, North Carolina, USA
Period of Record January 2007 - December 2016
Number of Observations 102,749
Observation Station North Perry Airport, Pembroke Pines, Florida, USA
ABBREVIATIONS
RUNWAY 1L 19R 1R 19L 10L 28R 10R 28L
ITEM Existing Future Existing Future Existing Future Existing Future Existing Future Existing Future Existing Future Existing Future
Take Off Run Available N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Take Off Distance Available N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Accelerate Stop Distance Available N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Landing Distance Available 3,000' 2,983' 3,000' 2,633' 3,075' SAME 3,150' SAME 3,059 SAME 3,180' SAME 3,000' SAME 3,045' 3,253'
DECLARED DISTANCES TABLE
NAME ADG TDG
WIDTH (FEET)
LIGHTING OBJECTS INSIDE
TSA AND TOFA
SEPARATION
FROM TAXIWAY
CL TO
FIXED/MOVABLE
OBJECT
TAXIWAY SHOULDER TSA TOFA
A II 2 35 N/A 79 131 MITL NONE 65.5
A1 II 2 35 N/A 79 131 MITL NONE 65.5
A2 II 2 35 N/A 79 131 MITL NONE 65.5
A3 II 2 35 N/A 79 131 MITL NONE 65.5
B II 2 35 N/A 79 131 MITL NONE 65.5
B1 II 2 35 N/A 79 131 MITL NONE 65.5
B2 II 2 35 N/A 79 131 MITL NONE 65.5
B3 II 2 35 N/A 79 131 MITL NONE 65.5
B4 II 2 35 N/A 79 131 MITL NONE 65.5
C II 2 35 N/A 79 131 MITL NONE 65.5
D II 2 35 N/A 79 131 MITL NONE 65.5
D1 II 3 50 N/A 79 131 MITL NONE 65.5
D2 II 3 50 N/A 79 131 MITL NONE 65.5
D4 II 2 35 N/A 79 131 MITL NONE 65.5
E II 2 35 N/A 79 131 MITL NONE 65.5
E1 II 2 36 N/A 79 131 MITL NONE 65.5
E2 II 2 36 N/A 79 131 MITL NONE 65.5
E3 II 2 35 N/A 79 131 MITL NONE 65.5
E4 II 2 35 N/A 79 131 MITL NONE 65.5
L II 2 35 N/A 79 131 MITL NONE 65.5
L1 II 2 35 N/A 79 131 MITL NONE 65.5
L2 II 2 35 N/A 79 131 MITL NONE 65.5
L3 II 2 35 N/A 79 131 MITL NONE 65.5
L4 II 2 35 N/A 79 131 MITL NONE 65.5
M II 2 35 N/A 79 131 MITL NONE 65.5
M1 II 2 35 N/A 79 131 MITL NONE 65.5
M2 II 2 35 N/A 79 131 MITL NONE 65.5
M4 II 2 35 N/A 79 131 MITL NONE 65.5
N II 2 35 N/A 79 131 MITL NONE 65.5
N1 II 3 50 N/A 79 131 MITL NONE 65.5
N2 II 3 50 N/A 79 131 MITL NONE 65.5
N4 II 2 35 N/A 79 131 MITL NONE 65.5
P II 2 35 N/A 79 131 MITL NONE 65.5
P1 II 2 35 N/A 79 131 MITL NONE 65.5
P2 II 2 35 N/A 79 131 MITL NONE 65.5
P3 II 2 35 N/A 79 131 MITL NONE 65.5
P4 II 2 35 N/A 79 131 Unlit NONE 65.5
FUTURE TAXIWAY DATA TABLE
ITEM EXISTING FUTURE
NPIAS Category Nonprimary General Aviation Reliever SAME
FDOT Category Reliever SAME
Operational Role Reliever SAME
Airport Reference Code B-II (S) SAME
Critical Aircraft King Air 200/250 SAME
Terminal Navigation Aids ATCT, Beacon, Wind Cone, ASOS, GPS, RTR SAME
Airport Reference Point
(NAD 83)
Latitude (N) 26° 00' 04.4" 26° 00' 04.6"
Longitude (W) 80° 14' 26.6" 80° 14' 26.5"
Airport Magnetic Declination
Declination 06° 41' W N/A
Annual Rate of change 00° 06' W N/A
Date September 21, 2017 SAME
Source NCEI, NOAA. SAME Airport Elevation (NAVD 88) 8.5 feet MSL SAME
Airport Rescure & Firefighting Index N/A N/A
Mean Max Temperature (Hottest Month) 83.8°F; August SAME
13 KTS
(15 mph)
92.20% 92.20% 97.40% 97.40%
99.70%
98.62%
10.5 KTS
(12 mph)
CROSSWIND RWY 1L/19R RWY 1R/19L RWY 10L/28R RWY 10R/28L
85.10% 85.10% 93.95% 93.95%
13 KTS
(15 mph)
92.40% 92.40% 97.50% 97.50%
99.80%
97.38%
10.5 KTS
(12 mph)
CROSSWIND RWY 1L/19R RWY 1R/19L RWY 10L/28R RWY 10R/28L
84.16% 84.16% 88.94% 88.94%
13 KTS
(15 mph)
89.90% 89.90% 94.00% 94.00%
99.20%
WIND COVERAGE TABLEWIND COVERAGE TABLE
MODIFICATIONS OF STANDARDS TABLE
No. Description Approved
TBD
FAA AC 150/5300-13A, Change 1, Airport Design, Runway Design Standards Matrix B-II(S), runway centerline to parallel taxiway centerline separation distance should be 240'. Runway 10R-28L to
Taxiway L separation is 225'.
TBD
DATE ISSUED:
SHEET TITLE
SHEET NUMBER
REVIEWED BY:
DESIGNED BY:
DRAWN BY:
NO.
REVISIONS
AIRPORT LAYOUT
PLAN UPDATE
FAA AIP GRANT NO. :
FDOT GRANT NO. :
BCAD PROJECT NO . :
DESCRIPTION DATE
N O
T
IS
SU
ED
F O
R C
O N
ST
R
U C
TI
O
N
BROWARD COUNTY AVIATION
DEPARTMENT
PLANNING & DEVELOPMENT DIV.
2200 S.W. 45TH ST. DANIA BEACH,
FLORIDA, 33312
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M
NORTH PERRY AIRPORT
FILENAME:
NOVEMBER 2020
3-12-0029-010-2016
HWOMP01, HWOMP02, HWOMP03
434644
CFP/JB
Airport Data Sheet
BW
1 HWO currently serves small aircraft of 12,500 lbs. or less, if the airport were to serve aircraft with a takeoff weight over 12,500 lbs. the Part 77 Approach Surface would be at a 34:1 slope.
SOURCES: Federal Aviation Administration (FAA), Advisory Circular 150/5300-13A, Airport Design, September 28, 2012; Federal Aviation Administration (FAA), Advisory Circular 150/5070-6, Airport Master Plan, January 27, 2015. Federal Aviation Administration (FAA), FAA Order 8260.3, United States for Terminal Instrument Procedures (TERPS), February 16, 2018; Quantum Spatial, Inc., Aerial Photography and Planimetrics, 2016; North Perry Airport, Airport Master Record, June 5, 2019.
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ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA
BRL
BR
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BR
L
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L
BR
L
BR
L
BR
L
BR
L
BR
L
BR
L
BR
L
BR
L
BR
L
BR
L
BR
L
BR
L
BR
L
BR
L
BR
L
BR
L
BR
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BRL BRL BRL BRL BRL BRL BRL
BRL
BRL
BR
L
BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
BRL BRL BRL BRL BRL BRL BRL
BRL
BR
L
TOFA TOFA TOFA TOFA TOFA
R O
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R O
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TOFATOFATOFATOFA
TOFA
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T O
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T O
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TO
FA
TO
FA
TO
FA
TO
FA
TO
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TOFA
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BRL BRL BRL BRL
BRL
BRL
BRL
BRL
BRL
BRL
BRL
BRL
BRL
TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA
TOFA
Tw y
A Tw y A
Tw y
B Tw y B
Twy P Twy P
Twy N Twy N
Twy M
Twy L
Twy M
Twy L
Tw y
D Tw y D
Tw y
E Tw y E
Twy R
Tw y
L1 Tw y M
Twy L2
Twy L3
Twy M
Tw y J
Tw y
P1 Tw y N
Tw y
P2 Tw y N
Twy D2 Twy E2
Twy D1 Twy E1
Tw y
B Tw y B
Tw y
B Tw y B
Tw y B
Twy P Twy P
Twy NTwy N
Twy P Twy P
Twy NTwy N
Twy M Twy M Twy M
Twy L Twy L
Twy D Twy E
Twy B
Twy L
Tw y M
Tw y L
Tw y
D Tw y D
Tw y
E Tw y E
35 ft.
35 ft.
50 ft.
50 ft.
36 ft.
36 ft.
40 ft.
40 ft. 40 ft.
50 ft.
55 ft. 50 ft.
35 ft.
35 ft.
50 ft.
40 ft.
50 ft. 50 ft.
35 ft. 35 ft. 35 ft.
50 ft.
47 ft.
55 ft.
51 ft.
100 ft.
Twy P
Twy N
6 7 8
10 11 12
13 14
19 20
27 28 29
32 33
40 41
Airport Reference Point
LAT: 26° 00' 04.40"
LONG: 80° 14' 26.60"
PACS ARP
LAT: 26° 00' 04.60"
LONG: 80° 14' 26.50"
SACS B
LAT: 25° 59' 55"
LONG: 80° 14' 34"
SACS A
LAT: 25° 59' 54.9"
LONG: 80° 14' 05.6"
1,466 ft.
1,451 ft.
SOUTH APRON
775,000 SQUARE FEET
APRON
139,000 SQUARE FEET
NORTH APRON
401,000 SQUARE FEET
Low Point Elevation: 7.1 ft.
Low Point Elevation: 6.8 ft.
High Point - TDZE Elevation: 8.2 ft.
High Point - TDZE Elevation: 8.5 ft.
Low Point Elevation: 6.9 ft.
High Point - TDZE Elevation: 7.9 ft.
Runway Intersection Elevation: 7.6 ft.
Runway Intersection Elevation: 8.2 ft.
Runway Intersection Elevation: 7.8 ft.
Runway Intersection Elevation: 7.7 ft.
240 ft.
225 ft.
240 ft.
225 ft.
225 ft. 240 ft.
Runway 1L End
LAT: 25°59'52.19"
LONG: 80°14'38.68"
Elevation: 7.6 ft.
Runway 1R End
LAT: 25°59'51.11"
LONG: 80°14'22.79"
Elevation: 7.3 ft.
Runway 19R End
LAT: 26°0'25.37"
LONG: 80°14'38.46"
Elevation: 7.2 ft.
Runway 19L End
LAT: 26°0'23.40"
LONG: 80°14'22.57"
Elevation: 6.8 ft.
Runway 10L End
LAT: 26°0'8.16"
LONG: 80°14'41.21"
Elevation: 6.9 ft.
Runway 10R End
LAT: 25°59'53.63"
LONG: 80°14'39.21"
Elevation: 6.9 ft.
Low Point
Runway 28R End
LAT: 26°0'7.97"
LONG: 80°14'5.69"
Elevation: 7.5 ft.
Runway 28L End
LAT: 25°59'53.44"
LONG: 80°14'3.54"
Elevation: 7.8 ft.
Runway 1R Displaced Threshold
LAT: 25°59'52.95"
LONG: 80°14'22.78"
Elevation: 7.6 ft.
Runway 19L Displaced Threshold
LAT: 26°0'22.31"
LONG: 80°14'22.58"
Elevation: 6.9 ft.
Runway 28R Displaced Threshold
LAT: 26°0'7.97"
LONG: 80°14'6.36"
Elevation: 7.7 ft.
Runway 28L Displaced Threshold
LAT: 25°59'53.45"
LONG: 80°14'5.84"
Elevation: 7.9 ft.
Runway 1L Displaced Threshold
LAT: 25°59'55.66"
LONG: 80°14'38.65"
Elevation: 7.2 ft.
Runway 19R Displaced Threshold
LAT: 26°0'21.91"
LONG: 80°14'38.48"
Elevation: 7.3 ft.
Runway 10L Displaced Threshold
LAT: 26°0'8.15"
LONG: 80°14'39.23"
Elevation: 6.9 ft.
Runway 10R Displaced Threshold
LAT: 25°59'53.61"
LONG: 80°14'36.41"
Elevation: 7.7 ft.
225 ft.
225 ft.
Runway 1L-19R High Point - TDZE
Elevation: 7.7 ft.
PAPI
PAPI
PAPI
PAPI
PAPI
PAPI
PAPI
RTR
Ru nw ay
L-
R (3
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TR
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B
EA
RI
N
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E
Ru nw ay
R-
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TR
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B
EA
RI
N
G N
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1'
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Runway 10L-28R (3,240' x 100')
TRUE BEARING N90°00' 28.8"E
Runway 10R-28L (3,255' x 100')
TRUE BEARING N90°00' 21.6"E
Pines Boulevard S
Un iv er sit y Dr iv e SW
72nd Avenue
S Airport Road
E Ai rp or t R oa d Pembroke Road
W A irp or t R oa d
SW
7t h
W ay
S Airport Road
W A irp or t R oa d W Airport Road
Judson A. Samuels Broward College South Campus
PAPI
REIL
REIL
REIL
REIL
REIL
REIL
REIL
REIL
Unlighted Wind Sock
Unlighted Wind Sock
ASOS
Lighted Wind Sock
Segmented Circle
ASOS Critical Area
R 250 ft.
R 500 ft.
Village Shops
LTD.
Paul J. Maxwell Park (City of Pembroke
Pines)
Pines Recreation Center (City of Pembroke Pines)
Broward College Aviation Institute
Broward College Apron
Fire Station Access Road
Pond
Runway 19R Approach RPZ 1,000' x 250' x 450'
Runway 1L Departure RPZ 1,000' x 250' x 450'
Runway 19L Approach RPZ 1,000' x 250' x 450'
Runway 1R Departure RPZ 1,000' x 250' x 450'
Runway 28L Approach RPZ 1,000' x 250' x 450'
Runway 10R Departure RPZ 1,000' x 250' x 450'
Runway 1R Approach RPZ 1,000' x 250' x 450'
Runway 19L Departure RPZ 1,000' x 250' x 450'
Runway 1L Approach RPZ 1,000' x 250' x 450'
Runway 19R Departure RPZ 1,000' x 250' x 450'
Runway 10R Approach RPZ 1,000' x 250' x 450'
Runway 28L Departure RPZ 1,000' x 250' x 450'
Runway 10L Approach RPZ 1,000' x 250' x 450'
Runway 28R Departure RPZ 1,000' x 250' x 450'
250 ft.
120 ft.
250 ft.
120 ft.
250 ft.120 ft.
500 ft.
250 ft.
120 ft.
250 ft.
120 ft.
250 ft. 120 ft.
500 ft. 150 ft.
RTR
185 ft.
210 ft.
61 ft.
111 ft.350 ft.
181 ft.
255 ft.
350 ft.
Runway 28R Approach RPZ 1,000' x 250' x 450'
Runway 10L Departure RPZ 1,000' x 250' x 450'
Vehicular Service Road
M cA rth ur
P ar kw ay
McArthur Parkway
BRL Coincides with RVZ See Note 6
BRL Coincides with RVZ See Note 6
BRL Coincides with ROFA
BRL Coincides with ROFA
Beacon
Decommissioned Vehicle Service Road
(See Note 7)
150 ft.
Venetian Street
Tropicana Street
Pembroke Road
Pines Boulevard
N W
7t h W ay
S Airport Road
W Airport Road
NW 1st Street
NW 1st Court
Polk
Venetian Street
Ja m ai ca
D riv e
SW
SW
71st W ay
S Palm Drive
SW
72nd Avenue
SW 14th S
SW 11th Street
SW 12th Street
SW 10th Court
Ca na l
Isl an d Dr iv e
O le an de r S tre et
N
MAGNETIC NORTH
DECLINATION = 6.73° W
(March 2018)
TRUE NORTH
CFP/JB
Existing Airport Layout
Plan
ANNUAL RATE OF CHANGE 00°06' W
BW
NO TENANT NAME TYPE TOP ELEVATION (FEET MSL)
1 Village Shopping Center Non-Aeronautical 24 2 Broward County Aviation Department Administration Building Office 26 3 Broward County Aviation Department Maintenance Department Maintenance/Storage/Office 25 4 Helicopters, Inc. Maintenance/Storage/Office 24 5 North Perry Aerospace Hangar GA Tenant Facility 25 6 North Perry Aerospace Hangar GA Tenant Facility 23 7 North Perry Aerospace Hangar GA Tenant Facility 23 8 North Perry Aerospace Hangar GA Tenant Facility 23 9 North Perry Aerospace Hangar GA Tenant Facility 25
10 North Perry Aviation T-Hangar GA Tenant Facility 24 11 North Perry Aviation T-Hangar GA Tenant Facility 23 12 North Perry Aviation T-Hangar GA Tenant Facility 23 13 North Perry Aviation (Aztec Airways, Risk Mondial) GA Tenant Facility 30 14 North Perry Aviation GA Tenant Facility 29 15 Bobby's Landing GA Tenant Facility 30 16 Bobby's Landing GA Tenant Facility 18 17 Miller Aviation Maintenance/Storage/Office 30 18 Remote Transmitter/Receiver Airfield Support 16 19 Broward County Mosquito Control Municipal 17 20 Broward County Mosquito Control Municipal 24 21 Vacant Vacant 21 22 N/A N/A N/A 23 N/A N/A N/A 24 FAA Air Traffic Control Tower Government Agency 63 25 FAA Air Traffic Control Tower (UPS Building) Government Agency 17 26 Broward County Aviation Department (Airfield Electrical Vault) Airfield Support 16 27 Hollywood Aviation T-Hangar GA Tenant Facility 20 28 Hollywood Aviation T-Hangar GA Tenant Facility 19 29 Hollywood Aviation T-Port GA Tenant Facility 19 30 Wings of Paradise Maintenance/Storage/Office 23 31 Hollywood Aviation GA Tenant Facility 27 32 Shasta Aviation, Inc. (d/b/a Crescent Helicopter) Maintenance/Storage/Office 31 33 Shasta Aviation, Inc. (d/b/a Crescent Helicopter) Maintenance/Storage/Office 31 34 Shasta Aviation, Inc. Maintenance/Storage/Office 16 35 Shasta Aviation, Inc. Maintenance/Storage/Office 17 36 N/A N/A N/A 37 Shasta Aviation, Inc. (Socata) Maintenance/Storage/Office 38 38 N/A N/A N/A 39 N/A N/A N/A 40 Pelican Airways Inc. GA Tenant Facility 19 41 Pelican Airways Inc. GA Tenant Facility 25 42 Diversified Aviation Maintenance/Storage/Office 26 43 Pelican Airways Inc. GA Tenant Facility 34 44 Van Wagner Maintenance Maintenance/Storage/Office 32 45 Atlantic Coast Aircraft Storage Maintenance/Storage/Office 22 46 Diversified Aviation Maintenance/Storage/Office 29 47 Diversified Aviation Maintenance/Storage/Office 29 48 Diversified Aviation Maintenance/Storage/Office 29 49 Diversified Aviation Maintenance/Storage/Office 24 50 Broward College Aviation Institute College 24 51 Van Wagner Maintenance/Storage/Office 30 52 Van Wagner Maintenance/Storage/Office 33 53 Flying Horse Maintenance/Storage/Office 25 54 Warbirds Maintenance/Storage/Office 31 55 Vacant Vacant 16 56 Vacant Vacant 26 58 Vacant Vacant 8 59 Vacant Vacant 6 60 City of Pembroke Pines Paul J. Maxwell Public Park Non-Aeronautical 27 61 City of Pembroke Pines Fire Department Station #33 Non-Aeronautical 27 62 City of Pembroke Pines Pines Recreation Center Non-Aeronautical 23
63 Fuel Farm GA Tenant Facility 10
64 Aircraft Hangar GA Tenant Facility 30
BUILDING DATA TABLE
DATE ISSUED:
SHEET TITLE
SHEET NUMBER
REVIEWED BY:
DESIGNED BY:
DRAWN BY:
NO.
REVISIONS
AIRPORT LAYOUT
PLAN UPDATE
FAA AIP GRANT NO. :
FDOT GRANT NO. :
BCAD PROJECT NO . :
DESCRIPTION DATE
N O
T
IS
SU
ED
F O
R C
O N
ST
R
U C
TI
O
N
BROWARD COUNTY AVIATION
DEPARTMENT
PLANNING & DEVELOPMENT DIV.
2200 S.W. 45TH ST. DANIA BEACH,
FLORIDA, 33312
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NORTH PERRY AIRPORT
FILENAME:
GRAPHICAL SCALE IN FEETGRAPHICAL SCALE IN FEET
NOVEMBER 2020
3-12-0029-010-2016
HWOMP01, HWOMP02, HWOMP03
434644
LEGEND
Apron and Taxiway Pavement
On-Airport Building
Hold Position Marking
Runway Protection Zone
Runway Object Free Aera
Runway Obstacle Free Zone
Runway Safety Area
Building Restriction Line
Existing Airport Property Line
PAPI (4)
Beacon
Airport Reference Point
Fence
Road
Ground Contour
RPZ
ROFA
ROFZ
RSA RTR
PAPI (2)
REIL
X
Runway Pavement
Runway Visibility Zone6RVZ
BRL
ASOS
Wind ConePart 77 Approach Surface
Threshold Siting Surface
Taxiway Object Free AreaTOFA
TERPS Departure Surface
Banner Towing Operations Area (Approx.)
600150
NOTES
1. The Building Restriction Line (BRL) depicted on the ALP is based on the critical safety areas (OFZ, TOFA, ROFA, RPZ, RVZ, and ATC line-of-sight at 35' AGL).
2. All elevations are listed in height above Mean Sea Level (MSL) North American Vertical Datum 1988
(NAV88).
3. All coordinates are based on North American Datum 1983 (NAD83).
4. Quantum Spatial, Inc., Aerial Photography and Planimetrics, 2016.
5. Bulidings 22, 23, 36, 38, and 39 have been demolished.
6. According to FAA AC 150/5300-13A, Change 1, Airport Design, Paragraph 504. d., no part of a parked aircraft should penetrate the Runway Visibility Zone.
7. The vehicle service road (VSR) leading to Runway 10L and Taxiway A is no longer in use and is a remnant from a previous construction project.
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