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<br />to <br />Øt <br />IQ <br />ell <br />IN <br />~ <br /> <br />n <br />::T <br />11/ <br />"Ø <br />..... <br /> <br />~ <br />TAXIWAY <br /> <br />I <br /> <br /> <br />I <br /> <br />I <br /> <br />I <br />RUNWAY SAfETY AREA <br />I <br />, <br /> <br /> <br />10k TO 2% <br />3 % TO 5% <br />I "2 % TO 5 ok <br /> <br />1~2% TO <br /> <br />10' (3m) <br /> <br />. LOCATION OF DITCH, SWALE OR <br />HEADWALL DEPENDS ON SITE <br />CONDITION BUT IN NO CASE <br />WITHIN LIMITS OF RUNWAY <br />SAFETY AREA, <br /> <br /> <br />12" (30clII MIN <br /> <br />TRANSVERSE SLOPES SHOULD BE ADEQUATE TO PREVENT <br />THE ACCUMULATION OF WATER ON THE SURFACE, <br />SLOPES SHOULD FALL WITHIN THE RANGE S SHOWN ABOVE. <br />THE RECOMMENDED ¡l," 14 em) PAVEMENT EDGE DROP IS INTENDED <br />2 <br />TO BE USED BETWEEN PAVED AND UNPAVED SURFACE S. <br />IT IS DE SIRABLE TO MAINTAIN A So¡. SLOPE FOR THE FIRST <br />10. 13m) OF UNPAVED SURFACE IMMEI)IATEL Y ADJACENT TO <br />THE PAVED SURFACE, <br /> <br />3°4 TO 5 % <br />I I, % TO 5 Ole <br />2 <br /> <br />DETAIL <br /> <br />A <br /> <br />FIGURE 7-5. TYPICAL CROSS SECTION <br /> <br />.... <br />- <br />....., <br />0 <br />- <br />00 <br />t-' <br /> <br />:Þ <br />n <br />i-' <br />U1 <br />0 <br />........ <br />U1 <br />IN <br />0 <br />0 <br />I <br />"., <br />~ <br />n <br />:z: <br />C) <br /> <br />U1 <br />