HomeMy WebLinkAboutAppendixC-ALP5000'5000'5000'4100'4100'4100'4100'5000'ULTIMATEEXISTING112911294100'4100'4100'4100'4100'4100'4100' X 75'MIRLNPI 12,500 LBS SWL300'789.7'1 MILE MIRLNPI 12,500 LBS SWL300'150'SAMESAME NONESAME NPINPISAMENONE1 MILESAME777.4'SAME4100'4100'4100'4100'4100'4100'300'150'500'200'300'500'200'250'400'RW 11-294100' X 75'5000' X 100'RW 18-36OFZ WIDTH400'400'OFA - LENGTH BEYOND RW ENDOFA WIDTHOFZ - LENGTH BEYOND RW END200'800'1000'200'800'500'1000'5000'5000'5000'5000'5000'5000'SAME764.7'SAME1 MILE REIL,PAPISAME NPINPILANDING DISTANCE AVAILABLE (LDA)APPROACH STOP DISTANCE AVAILABLE (ASDA)TAKE-OFF DISTANCE AVAILABLE (TODA)TAKE-OFF RUN AVAILABLE (TORA)RUNWAY ENDRUNWAY MARKING RUNWAY LIGHTING RUNWAY LENGTH & WIDTH (ft.)RSA - LENGTH BEYOND RW ENDRSA - WIDTH PAVEMENT DESIGN STRENGTH (lbs.)TOUCHDOWN ZONE ELEVATION APPROACH VISIBILITY MINIMA RUNWAY VISUAL AIDSNOTESREIL,PAPIREIL,PVASISAMESAME 500'1000'30,000 LBS SWLNPIMIRL1 MILE785.9'1000'30,000 LBS SWLNPIMIRL 5000' X 100'5000'5000'5000'5000'5000'5000'36183618 EXISTING RUNWAY DATA TABLEULTIMATE 9740'45.778" W 3040'43.713" N 99.99%99.99%WIND COVERAGE (%AIRPORT ELEVATION (MSL)AIRPORT NAVIGATION AIDSTAXIWAY MARKINGTAXIWAY LIGHTINGAIRPORT REFERENCE POINTCOORDINATES AIRPORT REFERENCE CODE (ARC)MEAN MAX TEMP (Hottest Month F)ALL COORDINATES HORIZONTAL NAD 83, VERTICAL NAVD 88 9740'45.778" W 3040'43.713" N SAME 97F (July)MITL C II SAME SAMENONECENTER STRIP C II 97F (July)NDB, GPS 789.7 AIRPORT DATA TABLEEXISTINGULTIMATE 3041'09.25" N9740'40.48" W785.9'3040'19.86" N9740'44.04" W747.8'3040'32.37" N9740'29.86" W759.0'3040'53.00" N RUNWAY ENDULTIMATE END OF RWY 29 ULTIMATE END OF RWY 11 EXISTING END OF RWY 36 EXISTING END OF RWY 18Comments9741'10.28" W789.7'LONGITUDEELEVATIONLATITUDE RUNWAY END COORDINATES AND ELEVATIONS NOTES: (1) TREES ON THE WEST SIDE OF RWY 36 PENETRATE THE OFZ AND ARE SHOWN TO BE REMOVED. SEE SHEETS 6 & 10 FOR DETAILS. (2) FOR THRESHOLD SITING SURFACE OBJECT PENETRATIONS, AND APPROACH PENETRATIONS SEE OBSTRUCTION SURVEY DRAWINGS, SHEETS 10-12, AND INNER PORTION OF THE APPROACH SURFACE DRAWINGS, SHEETS 6-9. (3) THE REFERENCE DATUM USED FOR ALL HORIZONTAL COORDINATES IS NORTH AMERICAN DATUM 1983-NAD 83 AND THE DATUM USED FOR ALL MSL ELEVATIONS IS NORTH AMERICAN VERTICAL DATUM 1988-NAVD 88. (4) DRAWING PRODUCED BY COMPOSITE OF THE FOLLOWING SOURCES: USGS 7.5 MINUTE (TOPOGRAPHIC) QUADRANGLE GEORGETOWN, TX. 39097-F6-TF-024 AERIAL PHOTOGRAPHY TAKEN BY GEODETIX INC. ON JAN 28, 2004. (5) CAUTION ZONE LIGHTS ARE PRESENT IN THE FINAL 2000' OF ALL RUNWAY ENDS.
DURING PERIOD 1988 - 1997
16 KNOTS CROSSWIND COVERAGE RWY 18/36 = 99.69%
WIND ROSE
SURFACE WIND VELOCITY DATA
NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA)
ROBERT MUELLER MUNICIPAL AIRPORT, AUSTIN TX.
13 KNOTS CROSSWIND COVERAGE RWY 11/29 = 94.79%
COMBINED COVERAGE = 99.99%
99.99 %
+++
+
+
+
+
+
+++
+
+
+
+
+
+
+
+
+++++
+
+
+++
.2.2.2.1.1+
+
+
+
+
+
+
+
++++++++
+
+
+
+
+
+
+
+
+
++.1.2
1.61.0.8.5.4.3.2.2
.1.1
+
+++
.1 .3 .6 .9 1.4 1.4 1.1 .9
.5
.4
.2
.1
.1
.1
.1
.1
.1
.2.4.71.21.4
81.0
WIND COVERAGE:
KNOTS10
11
1617
21
22
27
28
N
360350
340NNW
330
320NW
310
300
WNW
290
280
W 270
260
250WSW240
230
SW 220
210
SSW
200 190
S
180 170 160
SSE
150
140 SE
130
120 ESE110
100
E90
80
70
ENE
60
50
NE40
30
NNE
2010
36
18
11
29
16 Knots
13 Knots
EXISTING RPZ
(250' x 1000' x 450')
(VISIBILITY 1 MILE)
ULTIMATE RPZ
(500' x 1000' x 700')
(VISIBILITY 1 MILE)
EXISTING
AVIGATION
EASEMENT
AWOS
RELOCATED
LIGHTED WINDCONE
AND SEGMENTED
CIRCLE
EX. PVASI (PSIL)
PAPI-4
100' x 5000' RUNWAY
75' x 4100' RUNWAY
TRUE AZIMUTH 120.5592°
TRUE AZIMUTH 183.5652°
EL. 758.9
TAXIWAY B
TAXIWAY A
TAXIWAY C
TAXIWAY J
TAXIWAY G
TAXIWAY C
TAXIWAY J
PROPOSED
PAPI-4
894'
300'
65.5'
300'
TAXIWAY I
EL. 756.1
LAND TO BE
ACQUIRED
BY EASEMENT
LAND TO BE
ACQUIRED BY
EASEMENT
ULTIMATEAVIGATIONEASEMENTLAND TO BEACQUIRED BY EASEMENT
LAND TO BE
ACQUIRED BY EASEMENT
LAND TO BEACQUIRED BY EASEMENT LAND TO BEACQUIRED BY FEE
EL. 757.2
EL. 760.4
EL. 773.8
446'
LONG. 97 41' 07.171" W
SEE INNER PORTION OF THE
APPROACH SURFACE DRAWINGS
FOR THRESHOLD SITING
SURFACE INFORMATION
AIRPORT LAYOUT DRAWING
0
SCALE: 1" = 300'
300'
600'
900'
6' WEST - RATE OF CHANGE PER YEAR
MAG. DEC 5° 30' EAST
TRUE NORTHYEAR=2004
1
EXISTING
LEGEND
ULTIMATE
1620
RWY END IDENTIFIER LIGHTS (REILS)
WIND CONE AND SEGMENTED CIRCLE
TELEPHONE/POWER POLE LINE
NONDIRECTIONAL BEACON (NDB)
C&G BEACON
THRESHOLD LIGHTS
BUILDING RESTRICTION LINE (BRL)
AIRPORT REFERENCE POINT (ARP)
FENCE LINE
AIRPORT PROPERTY LINE
BUILDINGS/FACILITIES
RUNWAY/TAXIWAY OUTLINE
TREES/BRUSH
GROUND CONTOURS
AIRPORT PROPERTY LINE with FENCE
AWOS
HOLD POSITION AND SIGN
SURVEY MARKERS
BRL 28'
DESCRIPTION OF MODIFICATIONREASON FOR MODIFICATION MODIFICATIONS TO FAA STANDARDS TABLEEXIST./ULT.
REVISIONS
NO.
BY
CHK'D
DATE
TAXIWAY J
300'
ARP
H
H
18
36
29
11
PROPOSED FENCE
PRIOR TO ANY CONSTRUCTION ON AIRPORT PROPERTY
OR CONSTRUCTION AND AN FAA FORM 7460-1 SUBMITTED
FINDING PRIOR TO THE START OF ANY LAND ACQUISITION
PLUS THE REQUIREMENTS OF A FAVORABLE ENVIRONMENTAL
ALP APPROVED ACCORDING TO FAA AC 150/5300-13 CH 8
TEXAS DEPARTMENT OF TRANSPORTATION
GEORGETOWN, TEXAS
GEORGETOWN MUNICIPAL AIRPORT (GTU)
PREPARED BY:
DIRECTOR, AVIATION DIVISION AVIATION DIVISION
SHEET OF 12
TITLE, AIRPORT SPONSOR'S REPRESENTATIVE
CHECKED BY
DRAWN BY
DESIGNED BY
DATE
SIGNATURE
of Transportation
Department
Texas
Aviation Division
DATE
DATE
DATE
DATE
ALP IS APPROVED AND SUPPORTED BY AIRPORT
CURRENT AND FUTURE DEVELOPMENT DEPICTED ON THIS
AIRPORT SPONSOR
SPONSOR
JPK
1161 CORPORATE DRIVE WEST SUITE 170
ARLINGTON, TEXAS 76006
GRW Willis, Inc.
(817) 543-1100 FAX (817)274-8878
OCT 2004
JPK
BRG
OCT 2004
OCT 2004
SEE INNER PORTION OF THE
APPROACH SURFACE DRAWINGS
FOR THRESHOLD SITING
SURFACE INFORMATION SACS SURVEY MONUMENT
T04 A, PID - AB6597
EL.=788.9' MSL
LAT. 30 40' 53.481" N
PACS SURVEY MONUMENT
GEORGEPORT,
PID - BM1093
EL.=768.1' MSL
LONG. 97 40' 49.688" W
LAT. 30 40' 46.101" N
SEE INNER PORTION OF THE
APPROACH SURFACE DRAWINGS
FOR THRESHOLD SITING
SURFACE INFORMATIONLAND TO BE
ACQUIRED BY FEE
EXISTING/ULTIMATE RPZ
(500'x1700'x1010')
(VISIBILITY 1 MILE)
LAND TO BE
ACQUIRED BY FEE
LAND TO BE
ACQUIRED BY FEE
EXISTING RPZ
(250'x1000'x450')
(VISIBILITY 1 MILE)
SEE INNER PORTION OF THEAPPROACH SURFACE DRAWINGSFOR THRESHOLD SITINGSURFACE INFORMATION PROPOSED FENCEEXIST./ULTIMATE RPZ(500'x1700'x1010')(VISIBILITY 1 MILE)
ULT.
ATCT
EL. 756.3
ULTIMATE RPZ
(500' x 1000' x 700')
(VISIBILITY 1 MILE)
376.6'
446'
NON DIRECTIONAL BEACON
470.5'
405'
TAXIWAY F
TAXIWAY E
TAXIWAY B
TAXIWAY H
TAXIWAY G
TAXIWAY D
EL. 768.0
EL. 762.0
PRIOR TO ANY CONSTRUCTION ON AIRPORT PROPERTY
OR CONSTRUCTION AND AN FAA FORM 7460-1 SUBMITTED
FINDING PRIOR TO THE START OF ANY LAND ACQUISITION
PLUS THE REQUIREMENTS OF A FAVORABLE ENVIRONMENTAL
ALP APPROVED ACCORDING TO FAA AC 150/5300-13 CH 8
TEXAS DEPARTMENT OF TRANSPORTATION
GEORGETOWN, TEXAS
GEORGETOWN MUNICIPAL AIRPORT (GTU)
PREPARED BY:
DIRECTOR, AVIATION DIVISION
AVIATION DIVISION
SHEET OF 12
TITLE, AIRPORT SPONSOR'S REPRESENTATIVE
CHECKED BY
DRAWN BY
DESIGNED BY
DATE
SIGNATURE
of Transportation
Department
Texas
Aviation Division
DATE
DATE
DATE
DATE
ALP IS APPROVED AND SUPPORTED BY AIRPORT
CURRENT AND FUTURE DEVELOPMENT DEPICTED ON THIS
AIRPORT SPONSOR
SPONSOR
JPK
1161 CORPORATE DRIVE WEST SUITE 170
ARLINGTON, TEXAS 76006
GRW Willis, Inc.
(817) 543-1100 FAX (817)274-8878
OCT 2004
YD/CW
BRG
OCT 2004
OCT 2004
100' x 5000' RUNWAY
75' x 4100' RUNWAY
TRUE AZIMUTH 120.5592°
TRUE AZIMUTH 183.5652°
TAXIWAY B
TAXIWAY A
TAXIWAY C
TAXIWAY J
TAXIWAY G
TAXIWAY J
TERM
INAL AREA DRAWING
0
SCALE: 1" = 200'
200'
400'
600'
6' WEST - RATE OF CHANGE PER YEAR
MAG. DEC 5° 30' EAST
TRUE NORTHYEAR=2004
2
EXISTING
LEGEND
ULTIMATE
1620
RWY END IDENTIFIER LIGHTS (REILS)
WIND CONE AND SEGMENTED CIRCLE
TELEPHONE/POWER POLE LINE
NONDIRECTIONAL BEACON (NDB)
C&G BEACON
THRESHOLD LIGHTS
BUILDING RESTRICTION LINE (BRL)
AIRPORT REFERENCE POINT (ARP)
FENCE LINE
AIRPORT PROPERTY LINE
BUILDINGS/FACILITIES
RUNWAY/TAXIWAY OUTLINE
TREES/BRUSH
GROUND CONTOURS
AIRPORT PROPERTY LINE with FENCE
AWOS
HOLD POSITION AND SIGN
SURVEY MARKERS
BRL 28'
REVISIONS
NO.
BY
CHK'D
DATE
TAXIWAY J
-----------------------BUILDING TABLEBLDG. #ELEVATION DESCRIPTIONEXISTINGULTIMATETOPCOMMENTS26T-HANGARSTBD27T-HANGARSTBD28T-HANGARSTBD29AUTO PARKING-30T-HANGARSTBD31T-HANGARSTBD32SELF FUELING STATION-33T-HANGARSTBD34T-HANGARSTBD35STORAGETBD36STORAGETBD37150' x 150' BOX HANGARTBD38100' x 140' BOX HANGARTBD39100' x 140' BOX HANGARTBD40120' x 120' BOX HANGARTBD41120' x 120' BOX HANGARTBD42100' x 140' BOX HANGARTBD43AIR TRAFFIC CONTROL TOWERTBD44T-HANGAR W/OFFICESTBD45100' x 140' BOX HANGARTBD46100' x 150' BOX HANGARTBD47BASE AIRPLANE TIE DOWN AREA-48TRANSIENT AIRPLANE TIE DOWN AREA-752.0-MINAROVIC25 786.7-ADVANCED SERVICES24 785.1-ADVANCED SERVICES23 834.7-AIRCRAFT SYS. & MANUFACTURING22 780.2-DRAEGER MOTOR CO.21 774.9-TOM WALTERS20 774.8-CLARK THURMOND19 779.2-A.I.M. AVIATION18 787.3-GEORGETOWN AVIATION FACICITIES17 779.8-SCHWERTNER FARMS16791.3-T-HANGAR J0 791.3-T-HANGAR IN 791.4-T-HANGAR HM 774.5-T-HANGAR GL 777.8-T-HANGAR FK 777.8-T-HANGAR EJ 773.8-HEX. HANGAR CCI 772.7-HEX. HANGAR BBH 787.1-HANGAR DG 774.0-T-HANGAR CF 775.8-T-HANGAR BE 779.0-HANGAR AD 772.2-RENT HOUSEC 792.1-CIVIL AIR PATROLB 772.2-TERMINALACOMMENTS TOPULTIMATEEXISTINGDESCRIPTIONELEVATIONBLDG. #CITY OWNED BUILDING TABLE777.7-DON PFIESTER15 777.2-MARVIN CRESSMAN14 776.6-D. E. RHODES13 778.8-BRUCE WILKIE12 784.7-DARYL DRESSLER11 786.5-JOHN MINAROVIC10 777.8-REX WOMBILE9 778.0-CONDOMINIUM ASSOC.8 775.3-CONDOMINIUM ASSOC.7 778.9-JIM STUGART6 784.1-TRINITY AVIATION5 793.1-GANTT AVIATION4 797.9-CENTURY TURBINES3 804.6-PILOT'S CHOICE AVIATION2 808.6-CENTRAL TEXAS AVIONICS1COMMENTS TOPULTIMATEEXISTINGDESCRIPTIONELEVATIONBLDG. #BUILDING TABLE - AIRPORT LAND LESSEE 1
9
10
11
13
14
16
12
15
17
3 4
6
7
5
8
2
18
19 20
21
23
22
24
25
A
B
C
D
E
F
G
H
I
JK
L
MNO262728
29
46
3031
32
33
34
35
36
37
38
39
40
41
42
43
44
45
29
29
29
29
29
29
29
2948
47
47
29
H
H
18
36
29
11
AIRPORT ROAD
A
IR
P
O
R
T
R
O
A
D
LAKEWAY DRIVE
TOLEDO TRAIL PROPOSED FENCE
300'
446'
EL. 773.8
EL. 760.4
EL. 757.2
LAND TO BEACQUIRED BY FEE
LAND TO BE
ACQUIRED BY
EL. 756.1
300'
65.5'
405'
470.5'
300'
894'
200'
EL. 758.9
PAPI-4
EX. PVASI (PSIL)
RELOCATED
LIGHTED WINDCONE AND
SEGMENTED CIRCLE
AWOS
ULT.
ATCT
EXIST./ULTIMATE RPZ(500'x1700'x1010')(VISIBILITY 1 MILE)NON DIRECTIONAL BEACON
TAXIWAY D
T
AXIWAY G
TAXIWAY E
TAXIWAY F
EXISTING FENCE
TO BE REMOVED
PROPOSED FENCE
ACQUIRED BY FEE
LAND TO BE
EXISTING RPZ
(250'x1000'x450')
(VISIBILITY 1 MILE)
LAND TO BE
ACQUIRED BY FEE
(VISIBILITY 1 MILE)
(500' x 1000' x 700')
ULTIMATE RPZ
EASEMENT
EL. 756.3
EL. 762.0
TAXIWAY B
TAXIWAY C
TAXIWAY ITAXIWAY HPAPI-4 PROPOSED EXISTING FENCETO BE REMOVED
PRIOR TO ANY CONSTRUCTION ON AIRPORT PROPERTY
OR CONSTRUCTION AND AN FAA FORM 7460-1 SUBMITTED
FINDING PRIOR TO THE START OF ANY LAND ACQUISITION
PLUS THE REQUIREMENTS OF A FAVORABLE ENVIRONMENTAL
ALP APPROVED ACCORDING TO FAA AC 150/5300-13 CH 8
TEXAS DEPARTMENT OF TRANSPORTATION
GEORGETOWN, TEXAS
GEORGETOWN MUNICIPAL AIRPORT (GTU)
PREPARED BY:
DIRECTOR, AVIATION DIVISION
AVIATION DIVISION
SHEET OF 12
TITLE, AIRPORT SPONSOR'S REPRESENTATIVE
CHECKED BY
DRAWN BY
DESIGNED BY
DATE
SIGNATURE
of Transportation
Department
Texas
Aviation Division
DATE
DATE
DATE
DATE
ALP IS APPROVED AND SUPPORTED BY AIRPORT
CURRENT AND FUTURE DEVELOPMENT DEPICTED ON THIS
AIRPORT SPONSOR
SPONSOR
JPK
1161 CORPORATE DRIVE WEST SUITE 170
ARLINGTON, TEXAS 76006
GRW Willis, Inc.
(817) 543-1100 FAX (817)274-8878
OCT 2004
JPK
BRG
OCT 2004
OCT 2004
EXISTING 5000' RUNWAY
800 900
0
1000
200030004000
800
900
PROFILE OF SURVEY AREA AT RUNWAY 18 APPROACH SURFACE
*********
5
SCALE: 1"=20' VERT.
SCALE IN FEET
200
0
200
400
YEAR=2004
MAG. DEC 5° 30' EAST
TRUE NORTH
SCALE: 1"=200' HORIZ.
EXISTING/ULTIMATE 34:1 PART 77 APPROACH SURFACE EXISTING/ULTIMATE 20:1 TSS SLOPEEXISTING/ULTIMATE 29:1 GLIDESLOPE QUALIFICATION SURFACE EXISTING 22.9:1 (2.5) VGSI OBSTACLE CLEARANCE SURFACE
REVISIONS
NO.
BY
CHK'D
DATE
820
840
880
860
200
400
600
800
860 880840820
ULTIMATE AIRPORT BOUNDARY
EXISTING AIRPORT BOUNDARY
GLIDESLOPE QUALIFICATION SURF.
OBSTACLE CLEARANCE SURFACE
THRESHOLD SITING SURFACE
LEGEND
ULTIMATE PRIMARY SURFACE
PART 77 APPROACH SURFACE
ULTIMATE FENCE LINE
ULTIMATE 32.7:1 (1.75) VGSI OBSTACLE CLEARANCE SURFACE
1
TREE
213'
394' L
810.2
0'
23.7'
REMOVE
9.0'
0'
797.9
399' L
260'
34.1'
825.2
311' R
304'
15.0'
806.9
425' R
317'
24.1'
818.1
350' L
362'
12.5'
807.1
348' R
373'
14.2'
809.2
407' R
409'
15.9'
815.3
342' L
470'
31.0'
830.6
348' R
473'
4.2'
805.9
378' R
516'
13.4'
815.3
373' L
520'
23.6'
826.4
339' R
539'
20.9'
824.2
441' R
549'
0'
1.2'
797.4
288' L
551'
15.5'
820.9
425' R
591'
2.2'
808.1
404' L
600'
0.4'
807.4
333' L
623'
0'
7.4'
806.9
313' R
662'
0'
5.3'
805.6
310' L
689'
2.0'
812.7
416' R
697'
2
TREE
3
TREE
4
HOUSE
5
TREE
6
HOUSE
7
HOUSE
8
TREE
9
TREE
10
HOUSE
11
TREE
12
TREE
13
LIGHT
14
TREE
15
TREE
16
TREE
17
TREE
18
TREE
19
TREE
20
TREE
TREE
22
TREE
21
852'
304' R
805.1
0'
770'
446' R
818.6
4.2'
0'0'0'0'0'0'0'0'0'0'0'0'0'0'0'0'0'
VGSI
VGSI
VGSI
VGSI
VGSI
VGSI
OBS. LIGHT
VGSI
VGSI
VGSI
VGSI
-
24 23
FENCE
275'
267' R
794.8
0'
5.2'
OBS. LIGHT
FENCE
N 30°41'11.459"
W 97°40'44.658"
200'
378' R
795.0
0'
9.1'
OBS. LIGHT
REMOVE
REMOVE
REMOVE
VGSI
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
N 30°41'11.112"
W 97°40'35.826"
N 30°41'11.572"
W 97°40'35.735"
N 30°41'12.130"
W 97°40'43.337"
N 30°41'12.443"
W 97°40'43.819"
N 30°41'12.634"
W 97°40'45.040"
N 30°41'12.610"
W 97°40'36.223"
N 30°41'13.148"
W 97°40'44.193"
N 30°41'13.540"
W 97°40'44.841"
N 30°41'13.683"
W 97°40'36.237"
N 30°41'14.137"
W 97°40'44.122"
N 30°41'14.581"
W 97°40'44.434"
N 30°41'14.158"
W 97°40'35.847"
N 30°41'14.774"
W 97°40'43.980"
N 30°41'14.946"
W 97°40'45.130"
N 30°41'14.518"
W 97°40'36.796"
N 30°41'15.352"
W 97°40'44.918"
N 30°41'14.930"
W 97°40'35.436"
N 30°41'15.201"
W 97°40'36.232"
N 30°41'15.984"
W 97°40'43.588"
N 30°41'15.867"
W 97°40'36.448"
N 30°41'16.393"
W 97°40'44.740"
N 30°41'17.132"
W 97°40'45.031"
N 30°41'17.855"
W 97°40'43.350"
to TSS
(MSL)
From RW C/L
From RW End
Longitude
Latitude
OBJECT
No.
Remediation
Obstruction
to Part 77
Top Elev.
Offset
Distance
RUNWAY 18 OBSTRUCTION DATA
NOTES
1) All offsets listed in the table above to the right or left are as seen from
an aircraft approaching to land.
2) *Objects are within Runway Object Free Area (OFA) and are recommended
to be removed for ultimate development.
2423
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
1
4
2
3
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
PROPOSED FENCE
EXISTING/ULTIMATE 20:1 (5f)THRESHOLD SITING SURFACE(800'x3800'x10000')
ULTIMATE VGSI OBSTACLE
CLEARANCE SURFACE
32.7:1 (20°x4 NAUT. MILES)
18
EXISTING VGSI OBSTACLE
CLEARANCE SURFACE
22.9:1 (20°x4 NAUT. MILES)
EXISTING/ULTIMATERWY 18 GQS - 29:1(300'x2235'x20126')
EXISTING/ULTIMATE 34:1 SLOPE
PART 77 NPI 1-MILE
(500'x3500'x10000')
EX. PVASI (PSIL)
EXISTING
5000' RUNWAY 5400' X 500'
PRIMARY SURFACE
INNER PORTION OF APPROACH SURFACE
RUNWAY 18
Penetration
EXISTING GROUND AT HIGHEST POINT ACROSS WIDTH OF APPROACH SURFACE
RUNWAY 18 END
ELEV. 785.9' MSL
PRIOR TO ANY CONSTRUCTION ON AIRPORT PROPERTY
OR CONSTRUCTION AND AN FAA FORM 7460-1 SUBMITTED
FINDING PRIOR TO THE START OF ANY LAND ACQUISITION
PLUS THE REQUIREMENTS OF A FAVORABLE ENVIRONMENTAL
ALP APPROVED ACCORDING TO FAA AC 150/5300-13 CH 8
TEXAS DEPARTMENT OF TRANSPORTATION
GEORGETOWN, TEXAS
GEORGETOWN MUNICIPAL AIRPORT (GTU)
PREPARED BY:
DIRECTOR, AVIATION DIVISION AVIATION DIVISION
SHEET OF 12
TITLE, AIRPORT SPONSOR'S REPRESENTATIVE
CHECKED BY
DRAWN BY
DESIGNED BY
DATE
SIGNATURE
of Transportation
Department
Texas
Aviation Division
DATE
DATE
DATE
DATE
ALP IS APPROVED AND SUPPORTED BY AIRPORT
CURRENT AND FUTURE DEVELOPMENT DEPICTED ON THIS
AIRPORT SPONSOR
SPONSOR
JPK
1161 CORPORATE DRIVE WEST SUITE 170
ARLINGTON, TEXAS 76006
GRW Willis, Inc.
(817) 543-1100 FAX (817)274-8878
OCT 2004
JPK
BRG
OCT 2004
OCT 2004
REVISIONS
NO.
BY
CHK'D
DATE
6
SCALE: 1"=20' VERT.
SCALE IN FEET
200
0
200
400
YEAR=2004
MAG. DEC 5° 30' EAST
TRUE NORTH
SCALE: 1"=200' HORIZ.
INNER PORTION OF APPROACH SURFACE
RUNWAY 36
RUNWAY 36 ENDELEV. 747.8' MSL
EXISTING/ULTIMATE 20:1 TSS SLOPE
EXISTING/ULTIMATE 34:1 PART 77 APPROACH SURFACE
01000
3000
4000
EXISTING GROUND AT HIGHEST POINT ACROSS WIDTH OF
APPROACH SURFACE
EXISTING5000' RUNWAY PROFILE OF SURVEY AREA AT RUNWAY 36 APPROACH SURFACE
700
Obstruction
to Part 77
**
W 97°40'45.476"
N 30°40'23.338"
W 97°40'41.484"
N 30°40'18.879"
REMOVE
3'
REMOVE
0'0'
1.8'
147' L
229' R
753.4
750.8
TREES
ROAD
343' N
85'
44 43
N 30°40'05.528"
W 97°40'49.067"
N 30°40'06.032"
W 97°40'47.413"
N 30°40'06.551"
W 97°40'45.769"
N 30°40'07.070"
W 97°40'44.148"
N 30°40'07.461"
W 97°40'42.835"
N 30°40'07.861"
W 97°40'41.509"
N 30°40'09.722"
W 97°40'48.878"
N 30°40'11.344"
W 97°40'42.716"
N 30°40'13.051"
W 97°40'47.262"
N 30°40'13.709"
W 97°40'49.555"
N 30°40'13.750"
W 97°40'43.564"
N 30°40'13.638"
W 97°40'41.744"
N 30°40'16.059"
W 97°40'49.167"
N 30°40'15.879"
W 97°40'41.161"
N 30°40'16.494"
W 97°40'47.747"
N 30°40'16.334"
W 97°40'41.185"
W 97°40'47.127"
N 30°40'17.461"
OBS. LIGHT
OBS. LIGHT
OBS. LIGHT
OBS. LIGHT
OBS. LIGHT
OBS. LIGHT
TRIM TREE
7.0'0'0.7'0'0'8.0'
2.0'
9.5'
16.9'
7.2'
17.1'
25.1'
26.1'
RUNWAY 36 OBSTRUCTION DATA
LIGHT
38
LIGHT
37
LIGHT
36
LIGHT
35
LIGHT
34
LIGHT
33
TREE
32
TREE
31
TREE
30
TREE
29
TREE
28
TREE
27
LIGHT
26
TREE
25
POLE
1472.4'
348' L
792.2
1412.6'
207' L
783.1
1351.4'
67' L
782.9
1.2'
0'
1290.3'
71' R
780.6
1243.7'
183' R
778.1
1196.2'
296' R
775.4
1048.5'
358' L
774.8
851.5'
169' R
775.0
704'
238' L
772.1
650.1'
442' L
777.9
7.6'
613.5'
80' R
767.2
0'
612.7'
239' R
777.0
8.6'
411'
423' L
779.1
20.8'
385.7'
276' R
779.4
22.3'
359.5'
302' L
772.6
20.1'
16.8'
Remediation
No.OBJECT
Latitude
Longitude
From RW EndFrom RW C/L
Top Elev.
to TSS
Offset
Distance
Penetration
17.2'
18.4'
767.9
254' L
258.6'
POLE
0'0'0'0'0'0'0'0'
FENCE
340'
271' R
754.5
2.6'
0'
OBS. LIGHT
N 30°40'17.725"
W 97°40'41.234"
200'
258' R
757.0
0'
9.4'
OBS. LIGHT
FENCE
39404142
REMOVE
RELOCATE
REMOVE
RELOCATE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
EXISTING/ULTIMATE
RWY 36 TSS 20:1 (5f)
(800'x3800'x10000')
AIRPORT ELEVATION
789.7 MSL
ULTIMATE PROPERTY LINE820840880860780800
860
880
840
820
780
800
200400600800
1800
1600
14001200
2000
760
760
NOTES
1) All offsets listed in the table above to the right or left are as seen from
an aircraft approaching to land.
2) *Objects are within Runway Object Free Area (OFA) and are recommended
to be removed for ultimate development.
3) Objects 39 TO 44 are street lights in the Right-of-way, and will require
obstruction lighting.
4) Objects 32, 35 and 38 are trees not within the airport property. Permission
to remove them will be obtained by the City.
36
RWY 36
EXISTING/ULTIMATE 34:1 SLOPE
PART 77 NPI-1 MILE
(500'x3500'x10000')
252631323028292733343536373839404142
43
44
25 28 3032353638 2627293133343739404142
4344
PROPOSED FENCE
ULTIMATE FENCE LINE
PART 77 APPROACH SURFACE
ULTIMATE PRIMARY SURFACE
LEGEND
THRESHOLD SITING SURFACE
OBSTACLE CLEARANCE SURFACE
GLIDESLOPE QUALIFICATION SURF.
EXISTING AIRPORT BOUNDARY
ULTIMATE AIRPORT BOUNDARY
PRIOR TO ANY CONSTRUCTION ON AIRPORT PROPERTY
OR CONSTRUCTION AND AN FAA FORM 7460-1 SUBMITTED
FINDING PRIOR TO THE START OF ANY LAND ACQUISITION
PLUS THE REQUIREMENTS OF A FAVORABLE ENVIRONMENTAL
ALP APPROVED ACCORDING TO FAA AC 150/5300-13 CH 8
TEXAS DEPARTMENT OF TRANSPORTATION
GEORGETOWN, TEXAS
GEORGETOWN MUNICIPAL AIRPORT (GTU)
PREPARED BY:
DIRECTOR, AVIATION DIVISION AVIATION DIVISION
SHEET OF 12
TITLE, AIRPORT SPONSOR'S REPRESENTATIVE
CHECKED BY
DRAWN BY
DESIGNED BY
DATE
SIGNATURE
of Transportation
Department
Texas
Aviation Division
DATE
DATE
DATE
DATE
ALP IS APPROVED AND SUPPORTED BY AIRPORT
CURRENT AND FUTURE DEVELOPMENT DEPICTED ON THIS
AIRPORT SPONSOR
SPONSOR
JPK
1161 CORPORATE DRIVE WEST SUITE 170
ARLINGTON, TEXAS 76006
GRW Willis, Inc.
(817) 543-1100 FAX (817)274-8878
OCT 2004
JPK
BRG
OCT 2004
OCT 2004
EXISTING/ULTIMATE 20:1 (5e)
THRESHOLD SITING SURFACE
(400'x3800'x10000')
EXISTING/ULTIMATE 34:1 SLOPE
PART 77 NPI-1 MILE
(500'x3500'x10000')
EXISTING
4100' RUNWAY
EXISTING/ULTIMATE
4500' X 500'
PRIMARY SURFACE
W 97°41'11"
N 30°40'52"
W 97°41'10"
N 30°40'54"
REMOVE
REMOVE
REMOVE
TREELINE
TREELINE
TREELINE
TREELINE
6
132' R
537'
807.7
8.1'
6.2'
0.7'
6.7'
805.0
120' L
493'
5
RUNWAY 11 OBSTRUCTION DATA
1
FENCE
N 30°40'57"
W 97°41'13"
396'
279' L
798.7
4.6'
0.6'
Penetration
Obstruction
Distance
Offset
to TSS
to Part 77
Top Elev.
From RW C/L
From RW End
Longitude
Latitude
OBJECT
No.
Remediation
OBS. LIGHT
10.0'
14.2'
810.0
228' R
407'
W 97°41'12"
N 30°40'51"
234
REMOVE
N 30°40'55"
W 97°41'09"
423'
231' L
821.0
24.7'
20.2'
TREELINE
N 30°40'52"
W 97°41'15"
352'
273' R
810.0
15.8'
0'
REMOVE
SCALE: 1"=200' HORIZ.
TRUE NORTH MAG. DEC 5° 30' EAST
YEAR=2004
400
200
0
200SCALE IN FEET
NOTES:
1. All offsets listed in the table above to the right or left are as seen from
an aircraft approaching to land.
2. Obstructions were surveyed to the standards of FAA 405, using a runway
type "C" survey for Runway 11-29, as noted in FAA AC 5300-13, Change 8,
Table A16-2.
3. There are no penetrations to the Primary Surface of Runway 11-29.
4. There are penetrations to the Approach Surface and the TSS for Runway 11-29
as noted in table on this sheet. Mitigation is noted in table.
5. Obstructions were determined by Aerial Survey conducted by GEODETIX INC.,
on January 28, 2004.SCALE: 1"=20' VERT.
EXISTING/ULTIMATE 20:1 TSS SLOPE
EXISTING/ULTIMATE 34:1 PART 77 APPROACH SURFACE
PROFILE OF SURVEY AREA AT RUNWAY 11 APPROACH SURFACE
900
800
EXISTING GROUND AT HIGHEST POINT ACROSS
WIDTH OF APPROACH SURFACE
40003000
2000
1000
0
RUNWAY 11 END
ELEV. 789.7' MSL
EXISTING 4100' RUNWAY
INNER PORTION OF APPROACH SURFACE
RUNWAY 11
NORTHWESTERN BLVD.
7
REVISIONS
NO.
BY
CHK'D
DATE
820
840
860
880
780
900800820840860880780
200
400
600
800
1200
1400
1600
1800
11
ULTIMATE FENCE LINE
PART 77 APPROACH SURFACE
ULTIMATE PRIMARY SURFACE
LEGEND
THRESHOLD SITING SURFACE
OBSTACLE CLEARANCE SURFACE
GLIDESLOPE QUALIFICATION SURF.
EXISTING AIRPORT BOUNDARY
ULTIMATE AIRPORT BOUNDARY
1
2
3
4
5
6
2
3
4
5
6
1
PRIOR TO ANY CONSTRUCTION ON AIRPORT PROPERTY
OR CONSTRUCTION AND AN FAA FORM 7460-1 SUBMITTED
FINDING PRIOR TO THE START OF ANY LAND ACQUISITION
PLUS THE REQUIREMENTS OF A FAVORABLE ENVIRONMENTAL
ALP APPROVED ACCORDING TO FAA AC 150/5300-13 CH 8
TEXAS DEPARTMENT OF TRANSPORTATION
GEORGETOWN, TEXAS
GEORGETOWN MUNICIPAL AIRPORT (GTU)
PREPARED BY:
DIRECTOR, AVIATION DIVISION
AVIATION DIVISION
SHEET OF 12
TITLE, AIRPORT SPONSOR'S REPRESENTATIVE
CHECKED BY
DRAWN BY
DESIGNED BY
DATE
SIGNATURE
of Transportation
Department
Texas
Aviation Division
DATE
DATE
DATE
DATE
ALP IS APPROVED AND SUPPORTED BY AIRPORT
CURRENT AND FUTURE DEVELOPMENT DEPICTED ON THIS
AIRPORT SPONSOR
SPONSOR
JPK
1161 CORPORATE DRIVE WEST SUITE 170
ARLINGTON, TEXAS 76006
GRW Willis, Inc.
(817) 543-1100 FAX (817)274-8878
OCT 2004
JPK
BRG
OCT 2004
OCT 2004
REVISIONS
NO.
BY
CHK'D
DATE
SCALE: 1"=200' HORIZ.
TRUE NORTH MAG. DEC 5° 30' EAST
YEAR=2004
400
200
0
200SCALE IN FEET
SCALE: 1"=20' VERT.
700 PROFILE OF SURVEY AREA AT RUNWAY 29 APPROACH SURFACE
EXISTING4100' RUNWAY
EXISTING GROUND AT HIGHEST POINT ACROSS WIDTH OF
APPROACH SURFACE
4000
3000
2000
10000
EXISTING/ULTIMATE 34:1 PART 77 APPROACH SURFACE
EXISTING/ULTIMATE 20:1 TSS SLOPE
RUNWAY 29 ENDELEV. 759.0' MSL
INNER PORTION OF APPROACH SURFACE
RUNWAY 29
AIRPORT ROAD
LAKEWAY DRIVE
0'
4.5'
774.3
223.1' R
567'
W 97°40'29"
N 30°40'34"
TREES
TREES
N 30°40'31"
W 97°40'31"
363.5'
190.5' L
781.6
17.8'
14.4'
78
REMOVE
REMOVE
RUNWAY 29 OBSTRUCTION DATA
Penetration
Obstruction
Distance
Offset
to TSS
to Part 77
Top Elev.
From RW C/L
From RW End
Longitude
Latitude
OBJECT
No.
Remediation
8
800
820
840
860
880
780
800 820 840 860 880780760740720
700
760
740
720
29 EXISTING/ULTIMATE4500' X 500'PRIMARY SURFACE
EXISTING/ULTIMATE 20:1 (5e)
THRESHOLD SITING SURFACE
(400'x3800'x10000')
EXISTING/ULTIMATE 34:1 SLOPE
PART 77 NPI-1 MILE
(500'x3500'x10000')
EXISTING 4100' RUNWAY
NOTES:
1. All offsets listed in the table above to the right or left are as seen from
an aircraft approaching to land.
2. Obstructions were surveyed to the standards of FAA 405, using a runway
type "C" survey for Runway 11-29, as noted in FAA AC 5300-13, Change 8,
Table A16-2.
3. There are no penetrations to the Primary Surface of Runway 11-29.
4. There are penetrations to the Approach Surface and the TSS for Runway 11-29
as noted in table on this sheet. Mitigation is noted in table.
5. Obstructions were determined by Aerial Survey conducted by GEODETIX INC.,
on January 28, 2004.
78 7 8
ULTIMATE FENCE LINE
PART 77 APPROACH SURFACE
ULTIMATE PRIMARY SURFACE
LEGEND
THRESHOLD SITING SURFACE
OBSTACLE CLEARANCE SURFACE
GLIDESLOPE QUALIFICATION SURF.
EXISTING AIRPORT BOUNDARY
ULTIMATE AIRPORT BOUNDARY
PRIOR TO ANY CONSTRUCTION ON AIRPORT PROPERTY
OR CONSTRUCTION AND AN FAA FORM 7460-1 SUBMITTED
FINDING PRIOR TO THE START OF ANY LAND ACQUISITION
PLUS THE REQUIREMENTS OF A FAVORABLE ENVIRONMENTAL
ALP APPROVED ACCORDING TO FAA AC 150/5300-13 CH 8
TEXAS DEPARTMENT OF TRANSPORTATION
GEORGETOWN, TEXAS
GEORGETOWN MUNICIPAL AIRPORT (GTU)
PREPARED BY:
DIRECTOR, AVIATION DIVISION AVIATION DIVISION
SHEET OF 12
TITLE, AIRPORT SPONSOR'S REPRESENTATIVE
CHECKED BY
DRAWN BY
DESIGNED BY
DATE
SIGNATURE
of Transportation
Department
Texas
Aviation Division
DATE
DATE
DATE
DATE
ALP IS APPROVED AND SUPPORTED BY AIRPORT
CURRENT AND FUTURE DEVELOPMENT DEPICTED ON THIS
AIRPORT SPONSOR
SPONSOR
JPK
1161 CORPORATE DRIVE WEST SUITE 170
ARLINGTON, TEXAS 76006
GRW Willis, Inc.
(817) 543-1100 FAX (817)274-8878
OCT 2004
YD/CW
YD
OCT 2004
OCT 2004
ELIZABETH COCKE09/17/91 09/17/91 09/13/91 09/13/91 09/13/91111.796WARRENTY DEEDPG. 514 VOL. 2057,AIP 3-48-0093-04-91 100.19RIGHT-OF-WAYELIZABETH COCKEPG. 509 VOL. 2057,AIP 3-48-0093-04-91 95.84AVIGATION EASEMENTWEST GEORGETOWN DEV. CORP.PG. 287 VOL. 1707,09/14/88AIP 3-48-0093-04-91 VOL. 2056,PG. 194 VOL. 2056,PG. 194 VOL. 2056,PG. 19483.16WARRENTY DEEDAIP 3-48-0093-04-91FRANCES P. HAVINS 73.85WARRENTY DEEDAIP 3-48-0093-04-91FRANCES P. HAVINS 63.20WARRENTY DEEDAIP 3-48-0093-04-91FRANCES P. HAVINS PG. 194516.91WARRENTY DEEDAIP 3-48-0093-04-9109/13/91VOL. 2056,FRANCES P. HAVINS PG. 86743.24JUDGEMENTAIP 3-48-0093-04-9102/02/42VOL. 1965,LOUISE H. WARD PG. 33939.94WARRENTY DEED-CITY12/02/88VOL. 1732,BLANCHE PERRIRAZ ESTATE PG. 30428.10WARRENTY DEED-CITY02/14/42VOL. 312,W. H. NUNN TRACTACRESTITLEGRANTORVOL & PGFUNDINGDATEREMARKS DATA TABLEJ.F. HAUSENFLUCK, ET ALVOL. 312,02/02/42CITY-WARRENTY DEED598.691PG. 121
AIRPORT PROPERTY MAP
0
SCALE: 1" = 300'
300'
600'
900'
6' WEST - RATE OF CHANGE PER YEAR
MAG. DEC 5° 30' EAST
TRUE NORTHYEAR=2004
12
x
x
x
x
x
x
EXISTING
LEGEND
ULTIMATE
1620
RWY END IDENTIFIER LIGHTS (REILS)
WIND CONE AND SEGMENTED CIRCLE
TELEPHONE/POWER POLE LINE
NONDIRECTIONAL BEACON (NDB)
C&G BEACON
THRESHOLD LIGHTS
BUILDING RESTRICTION LINE (BRL)
AIRPORT REFERENCE POINT (ARP)
FENCE LINE
AIRPORT PROPERTY LINE
BUILDINGS/FACILITIES
RUNWAY/TAXIWAY OUTLINE
TREES/BRUSH
GROUND CONTOURS
AIRPORT PROPERTY LINE with FENCE
AWOS
HOLD POSITION AND SIGN
SURVEY MARKERS
BRL 28'
REVISIONS
NO.
BY
CHK'D
DATE
1
2
EL. 785.9
4
5
6
9
EL 759.0
LOW POINT
EL. 747.8
LOW POINT
EL. 789.7
HIGH POINT
10
11
8
7
18
36
29
11
100' x 5000' RUNWAY
75' x 4100' RUNWAY
TRUE AZIMUTH 120.5592°
TRUE AZIMUTH 183.5652°
LAKEWAY DRIVE
A
IRPO
RT R
O
AD
AIRPORT ROADVORTAC LANETOLEDO TRAIL
NORTHWEST BLVD.
RICHARD & BARBARA PHILLIPS EDWARD A. HEMPE & GLORIA G. HEMPE RAYMOND K. NELSON, ET UXDAVID LAWRENCE, ET UX PAMELA PATTERSON, ET UXMICHAEL BRYANT BROOKSGERALD A. FAYWILLIAM S. & TERRY L. WRIGHT MICHAEL B. SPOSATOLARRY & JULIE SWAFFORDCHARLES D. NORMANPHILLIP L. & JUANITA APPLEERIC L. & CYNTHIA L. ROBINSONKRISTOFER & JACQUELINE McCOYRODNEY & LUCY RAYPETER L. ZENNERWAYNE E. BLAIRRICKY D. BUREMATTHEW G. POTTERSTEWART D. & DEBRA M. DEPEWCHERYL A. MOOREWILLIAM J. & MAXINE W. MCAFEESANDRA S. ODONNELLLEONARD D. MARQUES, ET UX MADGE N. ODONNELL R. MARK & PAM K. SCHULTZRONALD S. & DANA K. PADULALAND TO BE ACQUIREDBY FEE OR EASEMENT LAND TO BE ACQUIREDBY EASEMENTEXISTING/ULTIMATE RPZ(500'x1700'x1010')(VISIBILITY 1 MILE)
MICHAEL HOUSTON, ET AL
HELEN GOETHE, ET AL
FAYETTE GRIGGIN
LAND TO BE ACQUIRED
BY EASEMENT
MICHAEL HOUSTON, ET AL MICHAEL HOUSTON, ET AL
WAYNE D. KUEHN
JOE W. & LINDA J. NIX
STANLEY HAVINS,
ET AL
TOM L. &
DENISE B.
MULCAHEY
JOE WILLIAMS
MICHAEL J. OREILLY
WILLIAM WHITE
KIMBERLY MARTIN
DOUGLAS R. & TRACY A. BESS
STANLEY HAVINS, ET AL
STANLEY HAVINS
STANLEY HAVINS, ET AL
STANLEY & LARRY HAVINS
FRANCIS P. HAVINS
LAND TO BE
ACQUIRED
BY EASEMENT
CITY R.O.W.
LAND TO BE
ACQUIRED BY FEE
LAND TO BE ACQUIRED
BY FEE
ULTIMATE RPZ
(500'x1000'x700')
(VISIBILITY 1 MILE)
EXISTING RPZ
(250'x1000'x450')
(VISIBILITY 1 MILE)
EXISTING/ULTIMATE RPZ
(500'x1700'x1010')
(VISIBILITY 1 MILE)
RONALD & VICKIE NUNN
CHURCH OF JESUS CHRIST
OF THE LATTER DAY SAINTS
RAYMOND J. JOSEPH
RAYMOND J. &
GWYNN B. JOSEPH
WWC SERVICES, INC.
LAND TO BE ACQUIREDBY EASEMENT EXISTINGAVIGATIONEASEMENT
ULTIMATE RPZ
(500'x1000'x700')
(VISIBILITY 1 MILE)
EXISTING RPZ
(250'x1000'x450')
(VISIBILITY 1 MILE)
PROPOSED FENCE
EXISTING FENCE TO BE REMOVED
EXISTING FENCE TO BE REMOVED PROPOSED FENCE