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• <br />Appendix 4 <br />10 <br />RAI LROAD <br />STATE HIGHWAY DEPARTMENT RIGHT OF <br />WAY CONCRETE MARKER ELEVATION <br />TOP OF POST 1495.67'(M.5.L.) <br />!1 <br />697.45' <br />EXTENDED 4' OF RUNWAY 1172.00' <br />N 22. 13'W <br />PINE POST. PRESSURE CREOSOTE <br />TREATED FULL LENGTH <br />6 PCF RETENTION 4-MIN TOP DIAMETER <br />6'-O- <br />GALV 2 STRAND TWISTED CREOSOTE ALL GAINS <br />/12 I/2-GA.STEEL WIRE V (AND NOTCHES CUT <br />WITH 4 POINT BARBS IN POSTS <br />n Y <br />I VYXv2.OPEN GALV.STAPLES <br />O 1Er STRAND MIN <br />-Iry WRAP THIS POST ALSO <br />2_ FOR ANCHOR BRACING SECT <br />_ry <br />HHWPT G ' <br />75 <br />N'SW 5\T <br />XS 22 132E„ 2632.1 ]' O <br />PERIMETER FENCING <br />SEE DETAIL <br />SEE DETAIL <br />N FL i3 P <br />S 22•IH'E X <br />j - (V 3:00' <br />99. DRAINAGE <br />b'EASSEMENT <br />52E <br />213E �\ <br />PINE POST TREATED <br />FULL LENGTH. 6 PCF RETENTION. <br />3-MIN DIA.. NAIL TO POST <br />WITH 10G COMMON GALV. NAILS <br />to <br />1W1 DOUBLE TWISTED <br />826'XI' IWI GALV.9 GA.5MOOTX 0 it 2 <br />CLEAT • SOFT BRACING WIRE /-T <br />CLEAT - <br />LINE DETAIL END, CORNER OR ANCHOR <br />BRACING DETAIL <br />WOOD POST FENCING (ALT 1 CLASS-°B") F-I60 <br />POST CE- <br />IGRAVITY TYaG <br />2-POST DEVICE W/MDLOOEHKKE <br />SItSRACE <br />2-FRAME <br />-6 1' 6' <br />DIA DI <br />PEDESTRIAN GATE <br />O' POST <br />6' MIX DIA <br />—AN 22• 13W A 608.87' <br />LISTING CATTLE GUARD <br />ACCESS ROAD 2450.6 425'-0' <br />CAR PARKING AND F80 BLDG BY OTHERS <br />FENCE LOCAT ON 2'-0- INSIDE CIE <br />PROPERTY LI E <br />S'f2• 13' E / 1907.25' . <br />PROPERTY LINE <br />0 50100 200 300 000 <br />SCALE IN FEET <br />522.13'E 70 <br />X 67• 4]'E'E 2 <br />GALE. 2 STRAND TWISTED <br />7,..-12 V2 GA. STEEL WIRE <br />/ WITH 0 POINT BARBS <br />1 INN II/4X VA 11'-0- LG. 2-K2'%5/I6-6 21R-6 2 V2K VOLX TO-LG. <br />ry .GALV. STEEL POST --................„_,1/4. 8 BRARAIL GALV. STL. POST1 <br />6 BRACE <br />%�� <br />10'-O' ("TN <br />LINE DETAIL <br />STEEL <br />TYPICAL PERIMETER FENCE <br />- <br />2-POSTV <br />4-POST <br />a <br />DIA <br />DIA <br />12'-0' <br />,- GRAVITY TYPE LOCKING DEVICE W/PAOLOOO <br />2' FRAME I S'4BRACING <br />\2'MESX WIRE <br />NO 9 WMM GA. <br />(TVA) <br />156' <br />DIA <br />CONCRETE FOOTINGS <br />DIEM <br />I' <br />OIAM 10'-O' (TYP) DIAM <br />END, CORNER OR ANCHOR <br />BRACING DETAIL <br />POST FENCING (ALT 2 CLASS "D" F-I61 <br />BALL B SOCKET <br />HINGE <br />4- POST <br />GENERAL NOTES <br />ALL BEARINGS SHOWN REFER TO TRUE <br />NORTH <br />2. FOUR FEET OF 1' IRON PIPE SET <br />IN CONCRETE AT PROPERTY CORNERS. <br />MAXIMUM INTERVAL BETWEEN ANCHOR POSTS <br />IS 500'. <br />ALL CORNER AND ANCHOR POSTS SHALL BE <br />BRACED TO BOTH ADJACENT POSTS. <br />12' ORNEW4Y <br />GATE <br />CAR <br />PARKING <br />iff <br />Y <br />1 POSTS TO BE <br />PLACED AGAINST <br />BUILDING <br />BLDG <br />Win <br />6'PEDESTRIAN <br />GATES <br />APRON r TIE -DOWN ANCHORS <br />24' •' IEEE SX EET T <br />• FOR DETAIL OF <br />ANCHORS) <br />• <br />21' <br />24' <br />3' I 1 1I 3' <br />DETAIL "A" <br />NO <br />REVISION <br />1By <br />CITY of AERVILLE <br />AERVILLE , U.S A. <br />PWIWTE <br />AERVILLE MUNICIPA L AIRPORT <br />CONSTRUCTION PLOT PLAN <br />B FENCING <br />(CONSULTING FIRM) <br />DRAWN BY I CHECKED BY <br />SCALE I DATE ISX EET <br />OF 3II <br />CLASS "E" FENCE <br />F— 162 <br />DRIVEWAY GATE <br />SPACE RESERVED FOR <br />NECESSARY APPROVALS I <br />