Runway Clear Zone Dimensions4/11/78
AC 150/5300-4B CHG 2
Appendix 6
L
2
APPENDIX 6. RUNWAY CLEAR ZONE DEVINSIONS
L1
APPROACH END O
ziiEgf
unway
Runway Zone
RIINWAY END
DIMENSIONS (FEET)
RA'
SET
i
L
L
W
W
W
RL! CZ
i FLARE
TYPE
NO.
APPROACH i OTHER
1 i
2
i 1 i
2 i
3
i SLOPE
i AREA
tRATIO A
V
1,0001
000
' 2 0 ;
450 1
1,250
1 20:1
; 8.0
; .1:1
m
I
V
1,600:
000
50 :
1,250
20:1
: 035
i l:l.
V
1,000i
5,000
i 500
650
1,250
20:1
13:200-
05:1
2
N.P.
1,000;
5,000
It 500 ;
800 ;
2,000
; 20:1
'; 14.922
1 .15:1
N.P.
1 000
5,000
00
SOO
22,000
20:1
14,��
!^ 15:1
3
N.P.
1,000
5,000
' 500
800
-
2 000
20:1
14 922
1 .1 :1
V
1 OOOi
000
; 00 ;
00 ;
1 00
; 20:1
, 1 .7
, .1:1
4
V
1,000
5,000
500
700
1,500
20:1
13.77
j- .1.1
V
1,000
5,000
500
700 '
1,500
20:1
' 1
' .1:1
5
1 N.P. +
1,700
10,000
500 i
1,010 i3,500
i :1
i 29.465 1 .1 :1
6
V
1,000 '
000
' 1,000 '
1,100 '
1 00
y`n
N.P.
1.700
10.000
' 1,000 '
1,510 '4,000
' :1
b8.978
' .15:1
7
V
1,000
000
' 1,000
1,100
1 00
20:1
24.105
.0 :1
a
P
2 00 '
0,000
' 1,000 '
1,750 '
16,000 ;
50-1/40:1
; 78.914
-
.15:1
N.P. + i
1,200 1
10,000
500 i
1-( :
00 i
:1
29.65
.15:1
a
8
N.P. +
1 001
10,000
500 ;
1,010 '
00
:1
29.465
.15:1
N.P. + '
1 00'
10 000
'• 1 000 1,425.�j0O
31::1
1h47.320 .1.12 ;1
9
: N.P.
1,700
10,000
: 1,000 1
1,510 i
4,000 i
2 :1
y 48.978
y .15:1
N.P. + '
1 00
10 000
j 1 000 '
1 2 '
00
:1
' 20
1.12 :1
10
P
2,500 ;
50,000
1 1,000 1
1,750 1
16,000 ;
0:1 0:1
; 8. 1
1 .15:1
N.P. 4
1,700 ;
10 000
1 1,000
1,510
4,000
4:1
i 48-978
' .15:1
11
' N.P. 3
1,700'
10,000
' 1,000
1,510 '
4,000 '
34:1
' 48.978
' .15:1
N.P. 4
1 700 r
10 000
i 1,000
1,510 F
4,000 :
�4:1
48.978�
.15:1
12
P
2,500 '
50,000
' 1,000
1,750 '
16,000
0:1 0:1
' 78.914
1 .15:1
P 1
2,5001
50,000
; 1,000 1
1,750 -;
16,000 ;
50:1 40:1
1 78.914
1 .15:1
�3
P
2,500
50,000
1,000
1,7$0
16,000
50:1/40:1
' 78.914
' .15:1'
AISt3.X6V1A'1'1UXO U525y J_N 1'tLd; "VVt: UhAtt'1'
V - Visual approach N.P. 3/4 = Non -precision approach with visibility
N.P. = Non -precision approach minimums as low as 3A-mile
N.P. 3/4+ = Non -precision approach with visibility P = Precision instrument approach
minimums greater than 3A-mile
Page 1
L2
L1
way
M, Clear
3 v2 zone v1
Appro.ch Surface
APPROACH END
L2
Ll
Ayproaeh 9urtao.
RunwayT
— — — — _
Cis-
1 Zon. R,
3
200,
OMER END
Approach Slope
X.ar Z-
Aunwav 50' Clona
RUNWAY EO
DD4FNSIOI;S (FEET)
R/L.'
SET
L L M V w , R/k C2 FLARE
TYPE
NO.
APPROACH OTHER
1 2 1 2 3 SLOPE AREA 'RATIO A
1
v
1,000, 000 ' 2 0 0 1 110 1 20:1 ' 8.0 i .1.1
9
m
v
1,0001 , 2 0 , LSo 1 250 20.1 B.03$ .1.1
v
1,C00' 5.000 ' 500 650 1,250 ' 20,1 12.200 '.07511
2
N.P.
1 0001 5.000 500 1 800 2,000 20.1 1 14.922 .15,1
N.P.
1 000' 000 �� 00 ' 600 2,000 20:1 ''14.g22 .15,1
3
N.P.
i 000' 5,000 ' K00 800 2.000 ' 20:1 1 14.922 .1 it
v
1 000 ' 000 EOO 200 1 1 00 i 20,1 , 12.27 .1 . 1
4
v
1 000' 000 ' 00 W 1.500 20i1 'F 13 71 sill
v
�
1 000 ' 5.000 ' 00 00 1,500 20:1 ' 13.77 .1.1 . 11
5
N.Y.
1 OOi 30 000 i 00 i 1.010 :1 2 6 .1 i7
6
v
000' 000 1 000 1 100 1 00 Oil 2 .l0 .051
("
' N.P.
1 W l0 000 ' 1.000 1.510 000 1 ' B. 8 '5,1
v
1 000' 000 ' 1 000 1 l00 ' 1 00 ' 0, ' 2 .30 1 .0 :1
7
P
2 00 50 000 i 1 000� 1,"1 '6,000 59:1,10:1 'f,]�.914 15i1
B
.P.
1 00 , 1o.00Ti S00 1.010 l 5 3L 1 29•L6-_ 51 .15i1
7 00 ' 10,000 ' 50D 1.01 ' 3.500 34 1 T29. L65 .15:1
9
s.p.1.7001
10.000 11a_000_ 1 1.625 1 3 500 34:1 11.120 125,1
N.P.
1 00 10 000 ( 1 000 1 "0 4.00o 341 �4B.�8T•15,1
N.P.
1 00 ' 10,000 ' 1 000 i 2 00 11!1 4 120 1.125:1L 120 .125:1
10
P
2 00 i 0 000 i t ODO i 1 7 0 i 16 000 i 0,1 [1 80. 1 1 .1 ,1
�e
N.P. 1
1 700 ' io 000 1 000 ' 1 10 4 000 Ltl 8. 7B .1 it
11
N.P.
1,700 10 000 ' 1 0001 1,510 4,000 4a ' 4B.978 .1 ,1
N.P.
1 00 10 OM 1 000 7,510 4 000 , 34,1 48�78 .15,1
12
P
2 W 0 000 ' 1 OOD55000 O,l 0,1 B. 1 .1 ,10,1 0,1 B. 1 .1 ,1
P
2 5001 50,000 i i 000 1 1 750 1 16 OOD 0,1 0,1 B. 1L .15.1
�3
P
2,500 ' So,000 1,000 , 1,750 ' 16 000 OA Otl 7B. 14 .1 ,1
v . vi voal appm,ah nc N.P.L3r'4 -LPon-precision approach ith rl.ibility
R.P. . Pon -precision approach mini— u low u 3/4-ails
P.P. 3/4M' Pon -precision approach with �Seibility P . Pnoi.ion Sm tnwent approach
r. uini.— 9-tar than 3/1,
1
Page 1
a
sl e�
I I i
,i:„zo n .v-Slbl AA � mf^{��
i NO
it
II
i
L
DIMENSIONAL STANDARDS (FEET
BASIC UTILITY
PRECISION
GENERAL
INSTRUMENT
DIM
ITEM
STAGE I
STAGE II
UTILITY
RUNWAY
A
Runway Length
figure 4-1
figure 4-1
figures 4-1
figure 4-2
and 4-2
B
Runway Width
50
60
75
100
C
Runway Safety Area Width
100
120
150
300
D
Taxiway Width
20
30
40
40
E
Runway CL to Taxiway CL
150
150
200
2/
F
Runway CL to Building
Restriction Line and
Aircraft Tiedown Area
200
200
250
G
Runway CL to Property Line
200
200
250
500
H
Taxiway CL to Aircraft
Tiedown Area and to
Fixed or Movable Obstacle
50
50
50
50
DIMENSIONAL STANDARDS (METERS)
BASIC UTILITY
PRECISION
GENERAL
INSTRUMENT
DIM
ITEM
STAGE I
STAGE II
UTILITY
RUNWAY
A
Runway Length
figure 4-1
figure 4-1
figures 4-1
figure 4-2
and 4-2
B
Runway Width
15
18
23
30
C
Runway Safety Area Width
30
36
45
90
D
Taxiway Width
6
9
12
12
E
Runway CL to Taxiway CL
45
45
60
F
Runway CL to Building
Restriction Line and
Aircraft Tiedown Area
60
60
75
G
Runway CL to Property Line
60
60
75
150
H
Taxiway CL to Aircraft
Tiedown Area and to
Fixed or Movable Obstacle
15
15
15
15
Letters are keyed to those shown for dimensions in figure 7-2
* 1/ The runway safety area extends for a distance of twice its width beyond each runway end.
These distances may need to be increased to keep the stopway within the runway safety area.
21 The taxiway should be located such that no part of an aircraft (tail tip, wing tip) on
taxiway centerline will penetrate the OFZ. (See paragraph 3.)
3/ The building restriction line for a Category I ILS runway precludes any part of a building,
tree, or parked aircraft from penetrating surfaces originating 300 feet (90 m) from runway cen-
terline and sloping laterally outward 4 (horizontal) to 1 (vertical). For Category II ILS run-
ways no part of a building, tree, or parked aircraft penetrates the transitional surface as
defined in FAR 77.25(e).
y The standard runway width is 100 feet (30 m). Runway widths for runways expected to accom-
modate only aircraft of 12,500 pounds (5 700 kg) or less, maximum certificated takeoff weight,
may be considered down to 75 feet (23 m) where an operational requirement for an ILS has been
identified and can be supported and where it is not economically feasible to increase the runway
width to 100 feet (30 m). Such cases may require an upward adjustment of landing minimums. The
effect on landing minimums for runways with width less than 100 feet (30 m) will be considered
by the FAA before precision approach equipment is approved.
NOMIS:. 1. For runway centerline to fixed or movable obstacle criteria, see paragraph 16.
2. The mimimum separation between centerline of parallel runways is 300 feet (90 m) for
simultaneous 11rR landings or takeoffs if the airplanes involved are single engine and 500 feet
(150 m) if the airplanes are twin engine.
FIGURE 7-1. RECOMMENDED DIMENSIONAL STANDARDS FOR UTILITY AIRPORTS
Chap 7
Page 33
ro
w
Q4
N -
I
RUNWAY CLEAR ZONE 200,
(SEE APPENDIX 6) (60m)
i
C,
A
G
- - B
0 E �
F
1 APRON AND
NOTES I BUILDING AREA
I. DIMENSION LETTERS ARE KEYED TO FIGURE 7—I. (SEE NOTE 2)
2. PREFERRED LOCATION FOR BUILDING AND AIRPLANE
PARKING AREA IS NEAR MIDPOINT OF RUNWAY.
3. THE SIZE AND SHAPE ARE VARIABLE A$ REQUIRED. (DWG. NOT TO SCALE)
a
FIGURE 7-2. AIRPORT LAYOUT
V
7
Z
x
Cp
w
N
O
w
rn