Laserfiche WebLink
• <br />appenaix 4 <br />SEE <br />DETAIL "A' <br />ILO" <br />BASE <br />COURSE <br />DETAIL ..A" <br />SCALE' NO SCALE <br />PAVEMENT <br />PRIME GOAT <br />27'-6" MINIMUM 10'-0' <br />WIDTH <br />OF RUNWAY SAFETY AREA 150'-0" <br />PRIME COAT (P-602) <br />(.5% <br />SUBBASE <br />E DETAIL "A" COURSE (P-154) <br />80-0" TURN -A -ROUND <br />2 BITUMINOUS SURFACE <br />2 COURSE (P-401) <br />PRIME COAT (P-602) <br />SLOPE <br />VARIES TO f DITCH <br />10.-0" _ 27'-6" MINIMUM <br />BITUMINOUS SURFACE <br />COURSE (P-401) <br />4 -f <br />42 AGGREGATE <br />BASE COURSE(P-208 <br />COMPACTED SUBGRADE (P-IS2) SEE DETAIL "A <br />TYPICAL COMPLETED RUNWAY SECTION <br />NOTE: NO DRAINAGE HEADWALLS OR OPEN DITCHES ARE <br />ALLOWED WITHIN THE LANDING STRIP AREA <br />10'-0" <br />MINIMUM <br />SEE <br />DETAIL "A <br />3 <br />PRIME COAT E BITUMINOUS SURFACE <br />(P-602) 2 COURSE (P-401) <br />0" 15 <br />COMPACTED <br />SUBGRADE (P-152) <br />3" SUBBASE SEE DETAIL "A <br />COURSE (P-154) <br />4!-AGGREGATE <br />BASE COURSE (P-208) <br />TYPICAL COMPLETED TAXIWAY SECTION <br />SCALE 1"-10' <br />1 RUNWAY PAVEMENT <br />3" SUBBASE COURSE (P-154) <br />COMPACTED SUBGADE (P-I52) <br />TYPICAL COMPLETED TURN -A -ROUND SECTION <br />SCALE: I"• 10' <br />SEE DETAIL "A" <br />3% /// <br />._SLOPE VARIES <br />4= AGGREGATE <br />2 BASE COURSE (P-208) <br />/PRIME COAT (P-602) <br />COMPACTED SUBGRADE (P-152) <br />TYPICAL COMPLETED APRON SECTION <br />SCALE: NO SCALE <br />VARIESVARIES <br />VARIES <br />12'-0" <br />PRIME COAT <br />(P-602) LS <br />COMPACTED <br />SUBGRADE <br />(P-162) <br />VARIES <br />2'-0" H6'-0', f VARIES <br />I!.PBITUMINOUS <br />- 1.5 %SU(pA ; IURSE <br />4 <br />: v: <br />3"SUBBASE / Y• <br />COURSE (P-I54) <br />41 AGGREGATE <br />2 BASE COURSE (P-2081 <br />TYPICAL COMPLETED ACCESS RD. SECTION <br />SCALE. I"•I0' <br />SEE PROFILES (SHEET 6) <br />FOR SLOPE AT ANY POINT. <br />�( 2 BITUMINOUS SURFAOIC!(% <br />r'///cf/kb <br />41:AGGREGATE <br />2 BASE COURSE (P-208) <br />3" SUBBASE COURSE (P-154) <br />5 <br />2 i <br />DUCT <br />2 3T <br />MINIMUM 3'-0" <br />DUCT <br />PLUG <br />I2'MIN. EYE <br />GROUND LINE <br />SLOPE AT <br />LEAST 3" <br />PER 100' <br />NOTE' <br />LETTERS 4" HIGH 3" WIDE <br />WITH WIDTH OF STROKE <br />2 AND 4 DEEP <br />SURFACE <br />92 <br />-DUCT BANK <br />DUCT MARKER DETAILS <br />SCALE' NO SCALE <br />RE INF. STEEL <br />ROD 6 014 <br />PULL <br />WIRE <br />IZMIN EYE <br />GROUND LINE <br />2'-0" SOUAR "DISC BLADE <br />CONCRETE BOLTED TO ROD <br />BLOCK <br />ALTERNATE NO I ALTERNATE NO.2 <br />TIE DOWN ANCHORS FOR TURFED AREAS <br />I11X10 OVAL EYES 2-0" NOTE. <br />----- SEE DETAIL "A" <br />SHEET 3 FOR <br />TYPICAL TIEDOWN <br />LAYOUT. 18 <br />ANCHORS REQUIRED <br />BITUMINOUS <br />SURFACE <br />BASE COURSE <br />SUBGRADE <br />CONCRETE <br />0 ROD <br />APPROX 2'-6" LONG <br />TIE -DOWN ANCHOR FOR <br />BITUMINOUS PAVED AREAS <br />SCALE: NO SCALE <br />NOTE TO DESIGNERS <br />THE CRITERIA SHOWN ON THIS DRAWING ARE <br />INTENDED ONLY TO ILLUSTRATE ONE POSSIBLE <br />CASE. FOR A SPECIFIC AIRPORT,DESIGN CRITERIA <br />MUST BE SELECTED AS DESCRIBED IN THE BEGINNING <br />CHAPTERS OF THIS ADVISORY CIRCULAR. <br />GENERAL NOTE: <br />IS TO4BEI 5 OF SUBGRADE UNDER ALL PATION ENTS <br />P-I5 <br />IS TO BE 95% MINIMUM. SEE SPECIFICATION SHBE O. <br />2. DUALITY CONTROL TEST REQUIREMENTS AIAFOFSHALL A FOR <br />PAVEMENT . DESIGNEDOFOR AIRCRAFT OF LESS THAN <br />30,000 LBS. GROSS WEIGHT, <br />INC <br />BYAPPIDAT) <br />CITY OF AERVILLE <br />AERVILLE U.S.A. <br />AERVILLE MINICIPAL AIRPORT <br />PAVING SECTIONS 8 TIEDOWNS <br />SPACE RESERVED FOR <br />NECESSARY APPROVALS <br />(CONSULTING FIRM) <br />DRAWN BY I CHECKED BY <br />SCALE I DATE ISHEET <br />7 OF I <br />