Page 388 - Planning and Design of Airports
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Airport Lighting, Marking, and Signage     339



                                                             Precision
             Aircraft Approach Category   Visual and Nonprecision   Instrument
             and (Airplane Design Group)  Instrument Runway  Runway
             A and B (I and II) small   125 (38)             175 (53)
             airplanes only
             A and B (I, II, and III)  200 (60)              250 (75)
             A and B (IV)              250 (75)              250 (75)
             C and D (I through IV)    250 (75)              250 (75)
             C and D (V)               250 (75)              280 (85)
             C and D (VI)              250 (75)              280 (85)

            Perpendicular distance from runway centerline to intersection runway/taxiway centerline
            is in feet (meters).
             TABLE 8-8  Location Distances for Holding Position Markings

                 operations. Normally, the larger the sign and the closer it is located to
                 the runway or taxiway edge the more effective it is. However, aircraft
                 clearance requirements and jet blast effects require smaller signs
                 when located near the pavement edges, whereas effectiveness requires
                 larger signs when located at further distances. The effects of snow
                 removal operations on the signs should be considered in the choice of
                 sign size and location. The sign used must provide 12 in of clearance
                 between the top of the sign and any part of the most critical aircraft
                 using or expected to use the airport when the wheels of the aircraft
                 are at the defined pavement edge.
                    The distances shown in Table 8-8 should be used in determining
                 runway holding positions. All signs in an array should be of the same
                 size and at the same height above the ground.
                    For determining sign locations with respect to intersecting run-
                 ways, the clearance requirements to other moving aircraft, as given in
                 Table 8-9, should be used. For signs installed at holding positions the
                 signs should be in line with the holding line markings within a tolerance




             Airplane  Airplane  Airplane   Airplane   Airplane   Airplane
             Design    Design    Design     Design     Design     Design
             Group I   Group II  Group III  Group IV   Group V    Group VI
             44.5 ft   65.5 ft   93 ft      129.5 ft   160 ft     193 ft
             (13.5 m)  (20 m)    (28.5 m)   (39.5 m)   (48.5 m)   (59 m)


            TABLE 8-9  Perpendicular Distances for Taxiway Intersection Markings from
            Centerline of Crossing Taxiway
   383   384   385   386   387   388   389   390   391   392   393