INTERIM

AIRPORT LAYOUT PLAN

FOR TURF RUNWAY 8-26

PROJ. NO: 08038 DATE: 01/2012 SCALE: AS SHOWN

DWG. BY: DAJ CHK. BY: LAS DSG. BY: DAJ

AHC QA/QC BY: 1NZ

SHEET NO:

12300 MAITLAND CENTER PARKWAY, SUITE 106

MAITLAND, FLORIDA 32751

APPROVED BY TODO N. IMMERMAN

PROFESSIONAL ENGINEER NO. 411037

DATE REVISION BY AUTH. 8/22/12 TAXIWAY B EXTENSION DAJ 1NZ 7/23/13 ADD TAXIWAY E1 & MISC UPDATES GLW 1NZ 12/22/14 ADD RUNWAY 8-26 & MISC. UPDATES GLW GZ 02/03/15 ADD ARFF & FUEL FARM GLW GZ 03/04/15 UPDATE TIJRF RW (OPEN DATE 06/15) GLW GZ 03/17/15 REMOVED TURF RUNWAYS GLW GZ 07 /22/15 UPDATED RUNWAY 5 DATA GLW GZ

10/20/15 ADDED HANGAR NEAR RUNWAY 5 GLW GZ 9/7/16 UPDATE TURF RUNWAY 8-26 GZ GZ

11/02/16 RESPONSES TO FAA 10-28-16 EMAIL GLW 1NZ 11/30/17 ADDEO TWY A, M, T-HANGARS, GEICO PROP. LINE GLW 1NZ

ALL WEATHER WIND ROSE

WIND ROSE DATA

ALL WEATHER CROSSWIND COVERAGE RUNWAY 5/23 RUNWAY 9/27 COMBINED

10.5KTS 13.0KTS 16.0KTS 20.0KTS

RUNWAY ORIENTATION -lRUEHEADING(W.083) 89.815"/259.815"

RUNWAY 8-26 DECLARED DISTANCES

RUNWAY BR 26L

TAKEOFF RUN AVAILABLE (TORA) 1,650' 1,845'

TAKEOFF DISTANCE AVAILABLE (TODA) 2,010' 2,205'

ACCELERAlE-STOP DISTANCE AVAILABLE (ASDA) 2,205' 2,205'

LANDING DISTANCE AVAILABLE (LOA) 1,8-45' 1,650'

RUNWAY DATA

RUNWAY 9L-27R RUNWAY 9R-27L RUNWAY 5-23

EXISTING FUTURE FUTURE EXISTING FUTURE

RUNWAY LENGlH/WIDTH (FT.) 8,500' / 150' 10,100'/150' 4,200'/60' 5,000'/150' 5,750'/150'

RUNWAY REFERENCE COOE (BY ARC) C-111 c-• 8-11 C-111 c-• A-I

EFFECTIVE GRADIENT (X) +0.11 to E +0.11 to E +0.05 to E +0.22 to NE +0.22 to NE +0.15 to E

X WIND COVER,t,GE (10.5 KNOTS) 96.53X 96.53X 96.53X 96.02X 96.02X 96.53X

RUNWAY PAVEMENT STRENGTI-1 (000 lbs.) 40SW,IODW. eo5rso1~DW, IO~~IJW,

RUNWAY PAVEMENT TYPE ASPHALT/GVO ASPHALT/GVO ASPHALT/GVD ASPHALT/GVD ASPHALT/GVD TURF

1-41.6 141.65 130.0 1-41.0 140.87 133.5

RUNWAY LIGHTING HIRL HIRL MIRL HIRL HIRL NONE

9L 9R 27L 23 23 BR 26L

RUNWAY MARKING

INSTRUMENT RUNWAYS

VISUAL APPROACH AIDS

APPRCW:H SLOPES

APPROACH VISIBILITY MINIMUMS

RUNWAY TOUCH DOWN ZONE ELEVATIONS

~~-:!y SAFETY AREA (RSA} IIRE•l!E'l'ON:>RUNWA.YEN:>

~~-:!y OBJECT FREE AREA (OFA) IIRE•l!E'l'ON:>RUNWA.YEN:>

~~~y OBJECT FREE ZONE (OFZ) IIRE•l!E'l'ON:> RUNWAY EN:>

TAXIWAY WIDTH/TAXIWAY SAFETY AREA WIDTH

TAXIWAY OBJECT FREE AREA WIDTH

TAXIWAY LIGHTING

PAPI, PAPI WAISR 50:1 3-4:1

1/2 Ml. 1 Ml.

134 142

BRE=- 1000'

W=800'

BRE•1000'

W•400'

50'/118' 186'

PAPI, PAPI WAISR 50:1 3-4:1

1/2 Ml. 1 Ml.

131 142

W=500'

BRE=-1000'

W=800'

BRE•1000'

W•400'

BRE•200'

75' 171'

259'

•1TL

PAPI PAPI PAPI PAPI PAPI PAPI N/A N/A 20:1 20:1 34:1 3-4:1 3-4:1 3-4:1 20:1 20:1

N/A N/A 1 Ml. 1 Ml. 1 •1. 1 Ml. N/A N/A 136 141 136 142 131 142 129 132

W=150 w- 500' W-=500' W=120

BRE=300' BRE-=1000' BRE=-1000' BRE=240'

w- 500' w- aoo' W=800' W=250'

BRE•300' BRE•1000' BRE-1000' BRE•240'

W•400' W•400' W•400' W•250'

BRE•200' BRE•200' BRE•200' BRE•200'

35' g• 50'/118' 75'/171' N/A 131' 186' 259' N/A

NONE •1TL N/ADESIGN AIRCRAFT 6737-400/8757 B737-400/8757 KING AIR 200 8737-400/8757 B7.37-400/B757 CESSNA 172

W. PIPKIN ROAD

ITEM

AIRPORT PROPERTY LINE

AIRFIELD PAVEMENT

AVIGATION EASEMENT

EASEMENT REQ'D, NOW

BUILDINGS (WITH ESTIMATED HEIGHT ELEVATIONS)

ROADS &: PARKING

SECURITY FENCE

SAFETY AREAS (RUNWAY AND TAXIWAY)

LEASE LINE

VASI

PAPI

ARP

AIRPORT BEACON

UNLIGHTED WIND CONE

LIGHTED WIND CONE

LIGHTED SEGMENTED CIRCLE

EXISTING

11 1111111111111111111

------RSA --

FUTURE

1 ........... 1

--{RSA)--

N/A

I -o-1

000 000

.- ..:

• • .. .. ' I I I -

=

.. ____ 2__J ___ __ _

I 0

""'

* RUNWAY ELEV. (MSL NAW 88) LATilUDE (NAO 83) LONGllUDE (NAO 83) EXISTING

5 (EXISTING) * 129.9 27'59'00.3898■ N 82'01'13.3836. W AIRPORT ELEVATION (NAVO 88) 1-41.6'

* 129.9 27'58'47.9277■ N 82'01'27.3495- W AIRPORT REFERENCE POINT (ARP) LAT:

2T59'2D.Oll2" N

1-41.0 27"59'35.5203■ N 82'00'3-4.0066" W COORDINATES (NAO '83) LOH~

8 01'De.eo3" W

138.7 27"59'28.2906" N 82'00'-421112" W NORMAL MAX. TEMPERAlURE"' (JULY) 9-4.6'

131.7 27"59'21.2527" N 82'02'01.9266" W TERMIMAL NAVAJOS VOR, BEACON

132.8 27'59'21.2121" N 82'02'19.7B-4r W AIRPORT SERVICE LEVEL RELIEVER

141.6 27'59'21 .4572" N 82'00'27.1183" W AIRPORT OPERATIONAL ROLE 'TRANSPORT MEDIUM HNJL

130.2 27'59'1-4.3070• N 82'01'22.877-4" W DESIGN AIRCRAFT 8737-400

138.5 27'59'14.4064" N 82'00'36.0268" W AIRPORT REFERENCE R/W 9/27 C-111

12a3 27'58'47.2700• N 82'01'30.2920" W CODE (ARC) R/W 5/23 C-111

131.8 27'58'47.2740" N 82'01'05.7030" W AIRPORT ACREAGE (FEE SIMPLE) 1.741

ULTIMATE

SAME LAT,

27'59'15.0l!I0'N LONG:

82'01'13J)56" W

SAME

SAME

SAME

SAME B-757

c-• c-• 1,897

"' SOURCE: CUMATOGRAPHY OF THE UNITED STATES No. 81 LAKELAND

SOURCE: PORTER GPS - 0-4/12/2010

RUNWAY W1 W2

5 (EXISTING) 1,700' 500' 1,010'

5 {FUlURE) 1,700' 500' 1,010'

23 (EXISTING) 1,700' 500' 1,010'

23 (FUTURE) 1,700' 500' 1,010'

9L (EXISTING) 2,500' 1,000' 1,750'

9L (FUlURE) 2,500' 1,750'

27R (EXISTING) 1,700' 500' 1,010'

27R (FUlURE) 1,700' 1000' 1,425'

9R (FUlURE) 1,000' 250' +so' 271.. (FUlURE) 1,000' 250' +50'

8 (EXISTING) 1,000' 250' +50'

26 (EXISTING) 1,000' 250' +50'

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 Airports District Office prior to construction. FAA's review takes approximately 60 days.

fl 0

..

\

LAT: 2TM'~~338"N

LAT:

*

AP01 AP06 2759'~1114-"N 82'01'111.54319"W 82"00'11!1.09003"W

LAT: LAT: AP02 2T5a'~k3l75"N AP07 2r511•~~'N

U01'J8.0JM2"W S2"01'12.7tl760"W

LAT: LAT: AP03 2r5a•~_sg145"N APOB 2r59•~a1s'N

82'00'22.711158-W 82'00'24.17175-W

LAT: LAT: AP04 2r59•~11iJ22"N AP09 2759•~:o21"N

UOl'18.IIOllll2"W ST0.2'J7.43055"W

LAT: LAT: AP05 2T511'EJ,fJ511"N AP010 2T58'r&4J:G05"N

ST0.2'18.82954-W ST0.2'28.GJG27"W

* REBAR WITH ALUMINUM c,,p

·-·-·, ---laJ-i:=.~~

·,·-·-·--r·-·-·7 I "" i "" LDrs,, i i l<'.:>J i 1<'.:>J i l<'.:>J i j_ __ , __ j _______ j__ ____ _j

....... LI ··~ .. ,. ... In -- "fa', .. _. . ..... ,---:.. .... . .... . ••••• •••••• I .... . ..... l .... . .... .

f 1. SEE PROPERTY MAP FOR INDIVIDUAL BLDG. INFORMATION.

2. MODIFICATION TO FAA STANDARDS:

A. APPROACH END, RWY 23: CORNER OF HANGAR, 230' NE OF THRESHOLD, 610' NW OF CENTERLINE, PENETRATES FAR PART 77 TRANSITIONAL SURFACE BY 11.3'. MODIFICATION HAS EXISTED SINCE ILS INSTALILED ON RWY 5 IN 1980.

3. SEP ARA TE ALP PREPARED FOR ANNUAL SUN 'N FUN Fl Y-IN, NOT INCLUDED IN THIS ALP SET.

4. FUTURE FAA NAVAIDS ARE SHO'NN FOR PLANNING PURPOSES ONLY. WI-IEN AUTHORIZED, THE FAA SHALL SITE ALL FUTURE FAA FACILITIES. FINAL LOCATIONS MAY OR MAY NOT CONFORM TO THE ILLUSTRATED LOCATIONS.

5. NO SPECIFIC PURPOSE SURVEYS HAVE BEEN PERFORMED TO DEPICT TOPOGRAPHICAL FEATURES WITHIN THE TOTAL AIRPORT PROPERTY LIMITS.

6. THE RUNWAY 9 ILS WILL BE RELOCATED IN THE FUTURE WI-IEN THE RUNWAY IS EXTENDED. FOR THE PURPOSES Of CLARITY, IT IS NOT DEPICTED ON THE ALP.

7. INTERIM RUNWAY 8-26 TO BE ABANDONED PRIOR TO THE EXTENSION OF RUNWAY 5.

SEPTEMBER 2010 ANNUAL RATE OF CHANGE 0.1' W

SOURCE: NOM NATIONAL GEOPHYSICAL DATA CENTER - 09/2010

600 o 600 1200

F

GRAPHIC SCALE IN FEET

land Lakeland Linder International Airport

/ /

THIS AIRPORT DRAWING IS APPROVED BY:

:~~ !Kl.7°" 99.94" !Hi

(SIGNATURE) _________ __,DATE: ____ _

NAME: ________________ _

TITLE: -----------------

THIS AIRPORT DRAWING IS APPROVED BY:

{SIGNATURE) r:;;- ,8 · C]__ ~ ~ NAME: EUGENE B CONRAD 111 TITLE: AIRPORT DIRECTOR

DATE: 7/25/2012

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R

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LEGEND

AIR

PO

RT

R

OA

D

EXISTING RPZ

(TYP)

INDUSTRIAL PARK

LEASE LOT

FUTURE AUTO FUTURE QTA

DRANE FIELD ROAD

KE

LV

IN

H

OW

AR

D R

OA

D

KID

RO

N R

OA

D

GA

TE

PARKING

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FUTURE

NON-AVIATION

FUTURE

NON-AVIATION

FUTURE LAKELAND

FUTURE

NON-AVIATION AIRPARK

AIR

P

AR

K D

RIV

E

FUTURE

ROTATING

CORPORATE

BEACON ON

GATE

ENTRANCE ROAD

UNDERGROUND

GATE

GATE

JET-A FUEL TANK

ATCT

FUTURE

APRON/

X

X XX

X

GATE

X

X X X X X

EX LIFT

STATION

XX

XX

XX

XX

X

REGIONAL

POND

(BRL) (BRL)

(BRL)

(BRL)

POND

B

750'

750'

(RSA)

(RSA)

(RSA)

(RSA)

(RSA)

(RSA)

(BRL)

(BRL)

(BRL)

(BRL) (BRL)

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RPZ

250'

HOLD LINES FOR

RW 9L/27R (TYP)

TW

Y A

2

400'

TW

Y A

3

TA

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AY

H

TW

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EXISTING 50:1 APPROACH SURFACE

FUTURE 50:1 APPROACH SURFACE

FUTURE

FUTURE

20:1 APPROACH SURFACE

20:1 APPROACH SURFACE

GLIDE SLOPE

CRITICAL AREA

TW

Y P

1

EX PAPI

400'

TAXIWAY P

TA

XIW

AY

F

FUTURE GLIDE SLOPE

CRITICAL AREA

POND

(B

RL)

SUN 'N FUN

ANNOUNCER'S STAND

GATE

FAA AVIATION

SAFETY

CENTER

LIFT

STATION

RUNWAY PROTECTION ZONE DATA

NOTES:

FAA APPROVAL

CONTROL POINTS

RUNWAY PROTECTION ZONE DETAIL

RUNWAY END COORDINATES BASIC AIRPORT DATA TABLE

AIRPORT SPONSOR APPROVAL

MEDULLA ROAD

X

GATE

X

XX

X

XX

XX

XX

R

S

A

R

S

A

R

S

A

R

S

A

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A

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A

R

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A

FUEL AUTO PKG.

FARM

GATE

LIFT

FBO

DRANE FIELD ROAD

EMERG.

STATION ACCESS ROAD

GATE

X

X

X

TA

XIW

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G

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OFFICE

FUEL

TANKS

MA

IN

TE

NA

NC

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DU

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WARING INDUSTRIAL

FUTURE BRL (TYP)

PARK

NON-AVIATION

FUTURE

FBO

NON-AVIATION

TERMINAL

FUTURE FUEL FARM

APRON

FUTURE

FUTURE APRON

APRON

FUTUREROADWAY NETWORK

FUTURE

FUTURE

APRON

CORPORATE

AVIATION

FUTURE

AVIATION

SOLAR FARM

LIGHTED WINDSOCK RELOCATED

FUTURE CARGO/TERMINAL

FOR RUNWAY 9 EXTENSION

COMMERCIAL RAMP AND BUILDING

ROADWAY TO

FUTURE

FUTURE MRO

CUSTOMS

APRON

VORTAC TEST

POINT

X X X X X X X

TA

XIW

AY

J

FUTURE RPZ

BE REMOVED

FUTURE TAXIWAY A

SOLAR FARM

MALSR

75'

APRON

ELECTRICAL

VOR TEST POINT

TAXIWAY A TAXIWAY A

EX

PAPI

TAXIWAY A

TW

Y C

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ANTENNA

FUTURE TAXIWAY P

EXISTING RUNWAY 9-27 (8,500' X 150')

EXTENSION

FUTURE RPZ

50'

SOLAR FARM

GLIDE SLOPE RELOCATED

FOR RUNWAY 9 EXTENSION

C

132.9

POND D

9

R

500'

89°52'14" TRUE LAND-HOLD SHORT

6,050' 135.5

TAXIWAY P

EXTENSION

FUTURE RUNWAY 9R-27L (4,200' X 60') 89°52'14" TRUE

500'

FUTURE PAPI

FUTURE 1,600' RUNWAY EXTENSION FUTURE RUNWAY 9L-27R (10,100' X 150')

TAXIWAY P

400'

310'

VAULT

GATE

EXISTING

LOCALIZER

ANTENNA

EASEMENT

EX PAPI

500'

500'

TAXIWAY D TAXIWAY D

27

L

AWOS

LOCALIZER EXISTING & FUTURE

CRITICAL AREA 34:1 APPROACH SURFACE

FUTURE

RPZ

HOLDEN ROAD

VORTAC/RCO

FUTURE FBO

(BRL)

(BRL)

FUTURE APRON

SW APRON

PAPI

PARKWAY STREET

BADGER ROAD

REQUIRED

EXISTING RPZ

XX

XX

XX

X

X

XX

XX

(B

RL)

RESIDENTIAL

TAXIWAY E

REALIGNMENT &

WIDENING

TAXIWAY E

FUTURE

SOLAR FARM

WIDENING

SUN 'N FUN

FUTURE

APRON

APRON

ROADWAY TO

COMPLEX

BE REMOVED

CENTRAL FLORIDA

X

X

X

X

X

X

X

X

X

FUTURE MRO/

AEROSPACE ACADEMY

FUTURE

APRON

FUTURE

CORPORATE

APRON

FUEL FARM

FUTURE

TAXIWAY EXISTING

RPZ

LAND ACQUISITION

FUTURE NON-AVIATION

EXISTING

RPZ

EXISTING 20:1

APPROACH

APRON

GATE

GATE

TA

XIW

AY

E

1

BRL BRL

BRL BRL

EXISTING

TURF RUNWAY 8-26

(2,205' x 60')

X

X

AUTO

MEDULLA ROAD

PARKING

AUTO

LAKELAND

PARKING

AIRSIDE

CENTER

NOAA

AUTO

SURFACE

GATE

(ROFA) (ROFA)

(ROFA) (ROFA)

(RSA) (RSA)

(RSA) (RSA)

PARKING

APRON

POWER

STATION

OUT

AUTO

AUTO

PARCEL

PARKING

PARKING

X

EXISTING 20:1

APPROACH

SURFACE

FUTURE RPZ

WEST PIPKIN ROAD

HO

LD

EN

R

OA

D

WA

RIN

G R

OA

D

WIN

DE

E A

VE

NU

E

CLE

ME

NT

IS

R

OA

D

FR

EE

DO

M LA

NE

GEICO

GATE

20 KTS

28

27

+

22

21

+

16 KTS

13 KTS

+

+ +

+ +

17

+

+ +

10.5 KTS

+ +

16

+ +

.1

.1

.2

.1

.2

.1

+

.2

11

.3

+ +

.4

+

.2

10

KNOTS

.5

9

W

27

0

.1

.4 .5

+

+

.5 .9

.5 .6

.1 +

+ .1 .6 .8 +87.7

.4 .3

.5 .2

+

.3 .2

+

+

WIND COVERAGE:

+

+

99.99 %

.3 .1

.2 .1

+ +

.2 .2

.3

.3 .2

.2

+ + +

.3

+ +

+

+

+ +

+ +

+ + +

+

+

+

+

180

S

+

+

90

E

27

X