AWOS CRITICAL AREA - 500' ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA BRL BRL BRL BRL BRL BRL BRL RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ BRL BRL BRL BRL BRL BRL BRL XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX 840 850 860 850 860 870 880 900 910 850 840 830 820 810 800 790 780 770 760 780 790 800 810 820 830 850 860 870 850 860 860 END EL. 858.00' ULT. GLIDE SLOPE ANT. END EL. 855.03' END EL. 836.65' INT. GLIDE SLOPE ANT. LOCALIZER ULTIMATE RPZ 1,700' L x 1,000' IW x 1,510' OW VISIBILITY NOT LOWER THAN 3 4 MILE INITIAL RPZ 1,000' L x 500' IW x 700' OW VISIBILITY NOT LOWER THAN 1 MILE INT. MALSR ULT. MALSR ULT. ARP INT. ARP INT. POFZ ULT. POFZ WIND SOCK & SEG. CIRCLE 200' 1,000' 50' 400' RUNWAY 12-30 INITIAL 5,500' x 100' ULTIMATE 6,000' x 100' TRUE BEARING 118.52°/298.53° 500' 640' 640' 400' 800' BEACON TERMINAL FUEL FARM DRAFT Project Number: Checked by: Technician: Designer: Drawing Number: Division: Date: Scale: Drawing Name: AIP Project Number: Autocad Drawing Reference: By Date REVISIONS No. Description Project Name: GRIFFIN-SPALDING COUNTY AIRPORT GRIFFIN, GEORGIA JCD, TGM TGM JCD 143849 AIRPORT LAYOUT PLAN OCTOBER 2015 PLANNING RUNWAY END COVERAGE RUNWAY 12* 30* 12-30 13 KTS 16 KTS 98.88 99.84 93.56 94.30 91.23 92.07 15 MPH 18 MPH 97.92 92.91 90.42 SOURCE: NATIONAL CLIMATIC DATA CENTER LOCATION: COMBINATION GRIFFIN-SPALDING COUNTY AIRPORT, ATLANTA INTL AIRPORT, ATLANTA REGIONAL AIRPORT-FALCON FIELD & THOMASTON-UPSON COUNTY AIRPORT PERIOD: 2006 - 2015 OBSERVATIONS: 461,534 10.5 KTS 12 MPH 12 MPH 15 MPH 18 MPH 12 30 * BASED ON A 5 KT TAILWIND RUNWAY END COVERAGE RUNWAY 12* 30* 12-30 13 KTS 16 KTS 98.82 99.72 85.84 86.31 91.33 92.07 15 MPH 18 MPH 97.61 85.36 90.30 SOURCE: NATIONAL CLIMATIC DATA CENTER LOCATION: COMBINATION GRIFFIN-SPALDING COUNTY AIRPORT, ATLANTA INTL AIRPORT, ATLANTA REGIONAL AIRPORT-FALCON FIELD & THOMASTON-UPSON COUNTY AIRPORT PERIOD: 2006 - 2015 OBSERVATIONS: 461,534 LOW VISIBILITY: CEILING LESS THAN 1000' BUT GREATER THAN OR EQUAL TO 200' AND/OR VISIBILITY LESS THAN 3 MILES BUT GREATER THAN OR EQUAL TO 0.5 MILE. 10.5 KTS 12 MPH * BASED ON A 5 KT TAILWIND 12 MPH 15 MPH 18 MPH 12 30 10 20 NNE 30 40 NE 50 60 ENE 70 80 90 E 100 110 ESE 120 130 SE 140 150 SSE 160 170 180 S 190 200 SSW 210 220 SW 230 240 WSW 250 260 270 W 280 290 WNW 300 310 NW 320 330 NNW 340 350 360 N 28 27 22 21 17 16 11 10 KNOTS 93.4 .2 .1 .1 .1 .1 .1 .3 .5 .5 .3 .1 .1 .2 .1 .1 .1 .1 .7 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .2 .3 .2 .1 .1 + .1 + + + + + + .1 .1 .1 + + + + + + + + .1 + + + + + + + + + + + + .1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 10 20 NNE 30 40 NE 50 60 ENE 70 80 90 E 100 110 ESE 120 130 SE 140 150 SSE 160 170 180 S 190 200 SSW 210 220 SW 230 240 WSW 250 260 270 W 280 290 WNW 300 310 NW 320 330 NNW 340 350 360 N 28 27 22 21 17 16 11 10 KNOTS .1 .1 .2 .2 .1 + + + + + + + .1 + .1 .1 .1 .5 .1 .1 .1 .2 .1 .1 .1 .1 .1 .1 .1 .2 .3 .2 .1 .1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + MAGNETIC DECLINATION 4° 56' W JANUARY 2015 ANNUAL RATE OF CHANGE 0° 5' W SOURCE: NATIONAL GEOPHYSICAL DATA CENTER N TRUE MAGNETIC 300 0 300 600 SCALE IN FEET LEGEND DESCRIPTION INITIAL ULTIMATE RUNWAY OBJECT FREE AREA (ROFA) RUNWAY SAFETY AREA (RSA) RUNWAY CENTERLINE RUNWAY PROTECTION ZONE (RPZ) AIRPORT PAVEMENT BUILDING RESTRICTION LINE (BRL) AIRPORT REFERENCE POINT AIRPORT BUILDINGS OTHER BUILDINGS AIRPORT PROPERTY LINE FENCE ROADS TREE LINE GROUND ELEVATION CONTOURS ROTATING BEACON RUNWAY OBSTACLE FREE ZONE (ROFZ) THRESHOLD LIGHTS REILS HOLD LINE SAME XX SAME 1300 SAME SAME DITCH SAME PAPI RSA ROFA RSA ROFA OFZ OFZ BRL BRL X 1. INITIAL HOLDLINE MARKINGS FOR RUNWAY 12-30/TAXIWAY INTERSECTIONS ARE 200' FROM RUNWAY CENTERLINE AND PERPENDICULAR TO TAXIWAY CENTERLINE. ULTIMATE HOLDLINE MARKINGS FOR RUNWAY 12-30/TAXIWAY INTERSECTIONS ARE 250' FROM RUNWAY CENTERLINE AND PERPENDICULAR TO TAXIWAY CENTERLINE. 2. COORDINATES SHOWN ARE IN NAD83. 3. ELEVATIONS SHOWN ARE IN NAVD 88 AND ARE ABOVE MEAN SEA LEVEL (AMSL). 4. SEE AIRPORT PROPERTY MAP FOR PROPERTY LINE METES AND BOUNDS. 5. NO OFZ OBJECT PENETRATIONS. 6. SEE INNER PORTION OF THE APPROACH SURFACE DRAWINGS FOR THRESHOLD SITING SURFACE OBJECT PENETRATIONS. 7. BUILDING RESTRICTION LINES (BRL) ARE BASED ON THE FOLLOWING: BRL LINES PARALLEL TO RUNWAY 12-30 ARE BASED ON A TRANSITIONAL SURFACE ELEVATION OF 20' OR MOST DEMANDING DESIGN STANDARD. AIRPORT LAYOUT DRAWING EASEMENT SAME SAME 2 RUNWAY PROTECTION ZONE (RPZ)
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AWOS CRITICAL AREA - 500'
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
BRL
BRL
BRL
BRL
BRL
BRL
BRL
RSA
RSA
RSA
RSA
RSA
RSA
RSA
RSA
RSA
RSA
RSA
RSA
RSA
RSA
TOFA
TOFA
TOFA
TOFA
TOFA
TOFA
TOFA
TOFA
TOFA
OFZ
OFZ
OFZ
OFZ
OFZ
OFZ
OFZ
OFZ
OFZ
OFZ
BRL
BRL
BRL
BRL
BRL
BRL
BRL
XX
XX
XX
XX
XX
XX
XX XXXX
XX XX XX XX XX XX XX XX XX
XX
XXXX
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XX
XX X
X
XXXX
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XX
XX
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XX XX
XX
XX
XX
840850860
850860
870880
900910
850840
830
820
810
800
790
780
770
760
780790
800810
820830
850860870
850
860
860
END EL. 858.00'
ULT. GLIDE SLOPE ANT.
END EL. 855.03'
END EL. 836.65'
INT. GLIDE SLOPE ANT.
LOCALIZER
ULTIMATE RPZ1,700' L x 1,000' IW x 1,510' OWVISIBILITY NOT LOWER THAN 3 4 MILE
INITIAL RPZ1,000' L x 500' IW x 700' OWVISIBILITY NOT LOWER THAN 1 MILE
INT. MALSR
ULT. MALSR
ULT. ARP
INT. ARP
INT. POFZ
ULT. POFZ
WIND SOCK &SEG. CIRCLE
200'
1,000'
50'
400'
RUNWAY 12-30 INITIAL 5,500' x 100' ULTIMATE 6,000' x 100' TRUE BEARING 118.52°/298.53°
500'
640'
640'
400'
800'
BEACON
TERMINAL
FUEL FARM
DRAFT
Project Number:
Checked by:
Technician:
Designer:
Drawing Number:
Division:Date:
Scale:
Drawing Name:
AIP Project Number:
Autocad Drawing Reference:
ByDate
REVISIONSNo. Description
Project Name:
GRIFFIN-SPALDINGCOUNTY AIRPORT
GRIFFIN, GEORGIA
JCD, TGM
TGM
JCD
143849
AIRPORTLAYOUT
PLAN
OCTOBER 2015 PLANNING
RUNWAY END COVERAGERUNWAY
12*
30*
12-30
13 KTS 16 KTS
98.88 99.84
93.56 94.30
91.23 92.07
15 MPH 18 MPH
97.92
92.91
90.42
SOURCE: NATIONAL CLIMATIC DATA CENTERLOCATION: COMBINATION GRIFFIN-SPALDING COUNTY AIRPORT, ATLANTAINTL AIRPORT, ATLANTA REGIONAL AIRPORT-FALCON FIELD &THOMASTON-UPSON COUNTY AIRPORTPERIOD: 2006 - 2015 OBSERVATIONS: 461,534
10.5 KTS12 MPH
12 MPH15 MPH18 MPH
12
30
* BASED ON A 5 KT TAILWIND
RUNWAY END COVERAGERUNWAY
12*
30*
12-30
13 KTS 16 KTS
98.82 99.72
85.84 86.31
91.33 92.07
15 MPH 18 MPH
97.61
85.36
90.30
SOURCE: NATIONAL CLIMATIC DATA CENTERLOCATION: COMBINATION GRIFFIN-SPALDING COUNTY AIRPORT, ATLANTAINTL AIRPORT, ATLANTA REGIONAL AIRPORT-FALCON FIELD &THOMASTON-UPSON COUNTY AIRPORTPERIOD: 2006 - 2015 OBSERVATIONS: 461,534LOW VISIBILITY: CEILING LESS THAN 1000' BUT GREATER THAN OR EQUALTO 200' AND/OR VISIBILITY LESS THAN 3 MILES BUT GREATER THAN OREQUAL TO 0.5 MILE.
10.5 KTS12 MPH
* BASED ON A 5 KT TAILWIND
12 MPH15 MPH18 MPH
12
30
1020
NNE
30
40 NE
50
60
ENE
7080
90 E
100
110
ESE
120
130
SE140
150
SSE160
170180
S
190200
SSW
210
220
SW
230
240
WSW
250260
270W
280
290W
NW
300
310
NW 320330
NNW
340350 360
N
2827
2221
1716
1110
KNOTS
93.4
.2 .1 .1.1
.1.1
.3.5.5.3
.1.1
.2.1
.1.1.1.7.1.1.1.1
.1.1
.1.1.1.1.1
.2.3
.2.1 .1 + .1
+ ++
++
+
.1
.1
.1
+
+
+
++
+++.1++
++
+
+
+
+
+
+
+
+
.1+
++ + +
++
++
+
+
+
+
+
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+
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+++
+
+
+
+
+
+
+
+
++
++ +
+
+
+
+
+
+
+
+
+
+
+
1020
NNE
30
40 NE50
60
ENE
7080
90 E
100
110
ESE
120
130
SE140
150
SSE160
170180
S
190200
SSW
210
220
SW230
240
WSW
250260
270W
280
290W
NW
300
310
NW 320330
NNW
340350 360
N
2827
2221
1716
1110
KNOTS
.1 .1 .2.2
.1+
++++
++
.1+
.1.1.1.5.1.1.1.2
.1.1
.1.1.1.1.1
.2.3
.2.1 .1 + +
+ ++
++
+
+
+
+
+
+
+
++
++++++
++
+
+
+
+
+
+
+
+
++
++ + +
++
+
+
+
+
++++
+
+
+
+
+
+
+
+
+
+
+
++
++
+
+
+
++
+
+
+
+ +
MAGNETIC DECLINATION4° 56' WJANUARY 2015
ANNUAL RATE OF CHANGE0° 5' W
SOURCE: NATIONAL GEOPHYSICALDATA CENTER
N
TRU
E
MA
GN
ETIC
300 0 300 600
SCALE IN FEET
LEGENDDESCRIPTION INITIAL ULTIMATE
RUNWAY OBJECT FREE AREA (ROFA)RUNWAY SAFETY AREA (RSA)RUNWAY CENTERLINE
RUNWAY PROTECTION ZONE (RPZ)
AIRPORT PAVEMENTBUILDING RESTRICTION LINE (BRL)
AIRPORT REFERENCE POINTAIRPORT BUILDINGSOTHER BUILDINGSAIRPORT PROPERTY LINE
FENCEROADSTREE LINEGROUND ELEVATION CONTOURSROTATING BEACON
RUNWAY OBSTACLE FREE ZONE (ROFZ)
THRESHOLD LIGHTSREILSHOLD LINE
SAME
XX
SAME1300 SAME
SAME
DITCH SAMEPAPI
RSA
ROFA
RSA
ROFA
OFZ OFZ
BRL BRL
X
1. INITIAL HOLDLINE MARKINGS FOR RUNWAY12-30/TAXIWAY INTERSECTIONS ARE 200' FROMRUNWAY CENTERLINE AND PERPENDICULAR TOTAXIWAY CENTERLINE. ULTIMATE HOLDLINEMARKINGS FOR RUNWAY 12-30/TAXIWAYINTERSECTIONS ARE 250' FROM RUNWAYCENTERLINE AND PERPENDICULAR TO TAXIWAYCENTERLINE.
2. COORDINATES SHOWN ARE IN NAD83.
3. ELEVATIONS SHOWN ARE IN NAVD 88 AND AREABOVE MEAN SEA LEVEL (AMSL).
4. SEE AIRPORT PROPERTY MAP FOR PROPERTYLINE METES AND BOUNDS.
5. NO OFZ OBJECT PENETRATIONS.
6. SEE INNER PORTION OF THE APPROACHSURFACE DRAWINGS FOR THRESHOLD SITINGSURFACE OBJECT PENETRATIONS.
7. BUILDING RESTRICTION LINES (BRL) ARE BASEDON THE FOLLOWING: BRL LINES PARALLEL TORUNWAY 12-30 ARE BASED ON A TRANSITIONALSURFACE ELEVATION OF 20' OR MOSTDEMANDING DESIGN STANDARD.
AIRPORTLAYOUT
DRAWINGEASEMENT
SAMESAME
2
RUNWAY PROTECTION ZONE (RPZ)
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