magnetic declination true magnetic5° 24' w ± 0°...

7

9

8

1

425.7'

400'

350'

300'

250'

225.7'

HORIZONTALSURFACE EL. 225.7'

AIRPORT EL. 75.7'

RUNWAY 9END EL. 70.05'

4,000

'CONICAL

SURFA

CE

4,00

0'CO

NIC

ALSU

RFAC

E

10,000'

100'

150'

200'

REFER TO INNER PORTIONOF THE APPROACHSURFACE DRAWINGS FORCLOSE-IN OBSTRUCTIONS

2

350'

1150

'

750'

1000

'

1050

'

1100

'

400'

450'

500'

550'

600'

650'

700'

800'

850'

900'

950'

1200

'

1250

'1,

270.

05'

PROPERTYLINE (TYP.)

225.

7'

TRANSITIONALSURFACE (7:1SLOPE) (TYP.)

16,0

00'

5,00

0'5,

000'

50:140:1

P77 PI APPROACH

(7:1 ) TRANSITIONALSURFACE (TYP.)

P77

NPI

APPR

OACH

02,000'

200'

600'

16,000' 14,000' 12,000' 10,000' 8,000' 6,000' 4,000'

0'

400'

-200'

200'

600'

0'

400'

-200'

9

EXIST. ENDEL. 70.05

18,000'20,000'22,000'24,000'26,000'28,000'30,000'32,000'34,000'36,000'38,000'40,000'42,000'44,000'46,000'48,000'50,000'

800'

1,000'

1,200'

1,270.05'

800'

1,000'

1,200'

1,270.05'

HORIZONTAL SURFACE EL. 225.7'

40:1 50:1

COMPOSITE PROFILE HIGH (TYP.)

7

(20:1) CONICALSURFACE

(50:1) P77 PIAPPROACH

(40:1) P77 PIAPPROACH

HORIZONTALSURFACE EL. 225.7'

AIRPORT EL. 75.7'

5

AIRPORT AIRSPACEDRAWING - RUNWAY

9-27 (2 OF 3)FAA AIP # / STATE GRANT #

Division:

Date:

Drawing Name:

Project Name:

Drawing Number:

Designer:

Technician:

Checked by:

Project Number:

137218

AIRPORT MASTERPLAN UPDATE

MJKAPN

APN

DESCRIPTIONNO.

REVISIONSDATE BY

BROOKSVILLE-TAMPA BAY REGIONAL AIRPORTBrooksville, Florida

NOTES:

PLANNING

DRAFT

3-12-0008-016-2013 / 4241042

JUNE 2015

MAGNETICDECLINATION5° 24' W ± 0° 20'MARCH 2015

ANNUAL RATEOF CHANGE0° 6' W

SOURCE: NATIONALGEOPHYSICAL DATACENTER

MAG

NET

IC

N

TRUE

010

0'20

0'40

0'

SCAL

E IN

FEE

TVE

RTIC

AL S

CALE

0 1,000' 2,000' 4,000'

SCALE IN FEETHORIZONTAL SCALE

PROFILE VIEW RUNWAY 9-27

PLAN VIEW RUNWAY 9-27 0 1,000' 2,000' 4,000'

SCALE IN FEETHORIZONTAL SCALE

ID

DIGITAL OBSTACLE FILE (DOF) OBSTRUCTION DATA TABLE

MARKINGLIGHTINGCITY TYPE AGL AMSL FAA STUDY #

NONEUNKNOWN

1 BROOKSVILLE TOWER 197' 258' NONE2 BROOKSVILLE TOWER 188' 252' UNKNOWN -

2010ASO06378OE

PENETRATION

-97.0'-97.4'

SURFACE

CONICALCONICAL 02/06/2012

03/24/201161'64'

GROUNDSURFACE

ELEVATIONDATE

NONENONE

DISPOSITION

NONE7 SPRING HILL TOWER 195' 211' NONE 2010ASO04438OENONE8 SPRING HILL TOWER 184' 239' NONE 2003ASO03135OE

-957.8'-295.9'

APPROACHTRANSITIONAL

07/22/201104/12/2004

16'55'

NONENONE

UNKNOWN9 BROOKSVILLE TOWER 197' 256' UNKNOWN --65.1'CONICAL 02/06/201259' NONENOTES:1. OBSTRUCTION DATA SOURCE: FAA DIGITAL OBSTACLE FILE (DOF), 01/05/2014.2. NEGATIVE PENETRATIONS INDICATE DISTANCE BELOW SURFACE.

GENERAL NOTES:

1. THE (NAVD88) VERTICAL CONTROL DATUM WAS USEDFOR ALL ELEVATIONS. ALL ELEVATIONS SHOWN AREABOVE MEAN SEA LEVEL (AMSL).

2. THE NAD83 COORDINATE SYSTEM WAS USED FOR ALLLATITUDE AND LONGITUDE COORDINATES.

3. FEDERAL AVIATION REGULATIONS (FAR) PART 77SPECIFIES CLEARANCE REQUIREMENTS FOR ROADS,RAILROADS, AND WATERWAYS AS FOLLOWS: A) 17FEET FOR AN INTERSTATE HIGHWAY, B) 15 FEET FORANY OTHER PUBLIC ROADWAY, C) 10 FEET OR THEHEIGHT OF THE HIGHEST MOBILE OBJECT THATWOULD NORMALLY TRAVERSE THE ROAD,WHICHEVER IS GREATER, FOR A PRIVATE ROAD, D) 23FEET FOR A RAILROAD, AND E) FOR A WATERWAY ORANY OTHER TRAVERSE WAY NOT PREVIOUSLYMENTIONED, AN AMOUNT EQUAL TO THE HEIGHT OFTHE HIGHEST MOBILE OBJECT THAT WOULDNORMALLY TRAVERSE IT.

4. HERNANDO COUNTY (SPONSOR) HAS TAKEN THEFOLLOWING ACTIONS TO ASSURE COMPATIBLE USEOF LAND ADJACENT TO OR IN THE VICINITY OF THEBROOKSVILLE-TAMPA BAY REGIONAL AIRPORT:ADOPTION OF THE HERNANDO COUNTY CODE,APPENDIX A, ARTICLE 10, HERNANDO COUNTYAIRPORT ZONING ORDINANCE, ORDINANCE NO.99-16, DATED JULY 12, 1999.