INTERIM AIRPORT LAYOUT PLAN FOR TURF RUNWAY 8-26€¦ · future fis 34:1 approach surface nnw 500'...
Transcript of INTERIM AIRPORT LAYOUT PLAN FOR TURF RUNWAY 8-26€¦ · future fis 34:1 approach surface nnw 500'...
![Page 1: INTERIM AIRPORT LAYOUT PLAN FOR TURF RUNWAY 8-26€¦ · future fis 34:1 approach surface nnw 500' 500' future runway 5-23 (5,750' x 150') relocated threshold 500' 500' future papi](https://reader034.fdocuments.us/reader034/viewer/2022042300/5ecb644050b2763aca32dd69/html5/thumbnails/1.jpg)
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
RSA
F
U
T
U
R
E
F
I
S
3
4
:
1
A
P
P
R
O
A
C
H
S
U
R
F
A
C
E
N
N
W
5
0
0
'
5
0
0
'
F
U
T
U
R
E
R
U
N
W
A
Y
5
-
2
3
(
5
,
7
5
0
'
X
1
5
0
'
)
R
E
L
O
C
A
T
E
D
T
H
R
E
S
H
O
L
D
5
0
0
'
5
0
0
'
F
U
T
U
R
E
P
A
P
I
F
U
T
U
R
E
3
4
:
1
A
P
P
R
O
A
C
H
S
U
R
F
A
C
E
E
X
I
S
T
I
N
G
&
F
U
T
U
R
E
3
3
0
P
R
O
G
R
E
S
S
D
R
3
4
0
A
I
R
P
A
R
K
D
R
I
V
E
T
A
X
IW
A
Y
H
A
E
R
O
X
3
1
0
N
W
P
L
A
C
E
3
2
0
PROTEL, INC.
TW
Y M
(
B
R
L
)
X
75'
(
R
S
A
)
X
TW
Y A
1
X
2
0
X
TW
Y P
2
X
X
X
X
X
W
N
W
50'
(
B
R
L
)
F
A
A
/
R
R
3
0
0
1
0
0
'
2
9
0
(
R
S
A
)
E
X
I
S
T
I
N
G
R
P
Z
(
B
R
L
)
2
8
0
A
P
R
O
N
E
D
G
E
T
A
X
I
L
A
N
E
(
B
R
L
)
(
B
R
L
)
A
P
R
O
N
2
6
0
(
B
R
L
)
(
R
S
A
)
T
A
X
I
W
A
Y
B
2
5
0
(
R
S
A
)
5
0
'
W
S
W
E
A
S
E
M
E
N
T
2
4
0
R
E
Q
U
I
R
E
D
T
W
Y
C
2
3
0
T
W
Y
A
5
S
W
2
2
0
4
4
°
5
1
'
4
7
"
T
R
U
E
5
E
X
I
S
T
I
N
G
R
U
N
W
A
Y
5
,
0
0
0
'
X
1
5
0
'
)
T
A
X
I
W
A
Y
B
2
1
0
EX
7
5
0
'
B
1
B
2
5
0
0
'
V
O
R
T
A
C
C
L
E
A
R
Z
O
N
E
2
5
'
TA
XIW
AY
E
7
5
0
'
50'
TAXIWAY E
E
X
I
S
T
I
N
G
3
4
:
1
E
X
I
S
T
I
N
G
R
P
Z
A
P
P
R
O
A
C
H
S
U
R
F
A
C
E
AV
IA
TIO
N D
RIV
E
5
9
-
2
7
2
3
FUTURE
HA
MILT
ON
R
OA
D
HA
MILT
ON
R
OA
D
JONES INDUSTRIAL DRIVE
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
DUAL PURPOSE ARFF
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)
EXISTING
RPZ
250'
HOLD LINES FOR
RW 9L/27R (TYP)
TW
Y A
2
400'
TW
Y A
3
TA
XIW
AY
H
TW
Y A
4
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
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
R
S
A
FUEL AUTO PKG.
FARM
GATE
LIFT
FBO
DRANE FIELD ROAD
EMERG.
STATION ACCESS ROAD
GATE
X
X
X
TA
XIW
AY
G
CUSTOMS
OFFICE
FUEL
TANKS
MA
IN
TE
NA
NC
E A
CC
ES
S R
OA
D
IN
DU
ST
RIA
L B
LV
D.
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
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 RSA RSA RSA RSA RSA RSA
RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSAGLIDE SLOPE
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