Page 372 - Planning and Design of Airports
P. 372

324    Airp o r t  D e sign





                                          45°  45°
                                                            3
                                                            0.9


                       MIDPOINT OF                             100  30
                         RUNWAY
                                                               100  30







                                                             5
                                                               MAX.
                                                            1.5



                                                               100  30
                         5
                            MAX.
                         1.5
                                                               100  30
                                          45°  45°
                                                               50  15
                           5
                              MAX.                  RUNWAY THRESHOLD
                          1.5
                                     DIMENSIONS ARE
                                     EXPRESSED THUS:
                                      FEET  e.g.,  10
                                     METERS      3
                 FIGURE 8-24  Runway shoulder markings.




                 extended on to the runway in the vicinity of the runway centerline
                 marking. The taxiway centerline marking is extended parallel to the
                 runway centerline marking a distance of 200 ft beyond the point of
                 tangency. The taxiway curve radius should be large enough to pro-
                 vide a clearance to the taxiway edge and the runway edge of at least
                 one-half the width of the taxiway. For a taxiway crossing a runway,
                 the taxiway centerline marking may continue across the runway but
                 it must be interrupted for the runway markings.
                    When the edge of the full strength pavement of the taxiway is
                 not readily apparent, or when a taxiway must be outlined when it is
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