Arlington Municipal Airport Development Plan Arlington Airport Development Plan | Page 44

AIRPORT DEVELOPMENT PLAN
A
7:1
A
7:1
C
7:1
7:1
7:1
A
40:1
40:1
50:1
E
7:1
7:1
7:1
7:1
HORIZONTAL SURFACE
150 FEET ABOVE
ESTABLISHED AIRPORT
ELEVATION.
7:1
20:1 CONICAL SURFACE
DIMENSIONAL STANDARDS (FEET)
DIM
VISUAL
RUNWAY
ITEM
A
WIDTH OF PRIMARY SURFACE AND
APPROACH SURFACE WIDTH AT
INNER END
RADIUS OF HORIZONTAL SURFACE
A
B
NON-PRECISION
INSTRUMENT RUNWAY
B
0
-8,00
APPROACH SURFACE WIDTH AT END
APPROACH SURFACE LENGTH
APPROACH SLOPE
E
A -
B -
C -
D -
* -
1/2 C
C
D
5,00
C
D
250 500 500 500 1,000 1,000
5,000 5,000 10,000 10,000 10,000
A
0
A
PRECISION
INSTRUMENT
RUNWAY
5,000
VISUAL
APPROACH
5,00
B
B
1,250
5,000
20:1
1,500
5,000
20:1
NON-PRECISION
INSTRUMENT APPROACH
A
2,000
5,000
20:1
B
C
3,500
10,000
34:1
D
4,000
10,000
34:1
PRECISION
INSTRUMENT
APPROACH
16,000
*
*
UTILITY RUNWAYS
RUNWAYS LARGER THAN UTILITY
VISIBILITY MINIMUMS GREATER THAN 3/4 MILE
VISIBILITY MINIMUMS AS LOW AS 3/4 MILE
PRECISION INSTRUMENT APPROACH SLOPE IS 50:1 FOR INNER 10,000
FEET AND 40:1 FOR AN ADDITIONAL 40,000 FEET
0
CONICAL SURFACE
PRECISION INSTRUMENT APPROACH
VISUAL OR NON-PRECISION APPROACH
(SLOPE - E)
1/2 C
D
HORIZONTAL SURFACE
150' ABOVE ESTABLISHED
AIRPORT ELEVATION
4,0
00
B
1/2 A
1/2 A
RUNWAY CENTERLINES
ISOMETRIC VIEW OF SECTION A-A
SOURCE: 14 CFR Part 77, Section 77.25, Civil Airport Imaginary Surfaces.
Chapter One - 38
Exhibit 1J
TITLE 14 CFR PART 77 SURFACE MODEL