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680 NE 93 St (2)6' max. its Rail End ® Band Tension Bond 1 Post hole diameter is 4 tires the diameter of the post. TERMINAL POST 1 rr.t& Wt. per ft. Standard Residential Shop Drawing Size Tie Wire 1 5/8 or 2• 10 to center maximum LINE POST Wt. per ft. 0 Siz • 1 3/8' or 1 S/8' Top Rail Top Rail Stowe Cap TOP RAIL • -Is outside dimension P Weight -Is pounds per linear toot WI. per M. Choin Link Fabric % Gauge 11is 100, pr'uhe r'ty described as: ! Lbt 10 and the West 1 of Lot 9, tlaa ' MIAMI. `:HURES SUCTION NO. 3, according to the Plat thereof, as recorded in Plat Book 10, Page 37 of 1 ubl i.. Records of Dade Cuunty, I• I or idyl . r PRi)PI. R 11 c:)I ie. /9'f P✓ ?5.62 ;�.. -- — -- ....— — 7 5 r I HEREBY CERTIFY that the survey represented hereon meets the mini- mum requirements adopted by the F.S.P.L.S., the F.L.T.A., and the F.B.L.S. (Technical Standards S. 477.07). There are no encroach- ments, overlaps, eesemenls appear. Inp on the plat or visible easements other Than as lhown hpf ion. (L. Reg. Surveyor No. 2243 • 1r.;d 9/ p‘ 1 �9 ' 2 Y 1 t� JI , f:l DATE 2 •/•114 111 r0 Ir a r7yrc✓ 1 aC4 rio.0 "K6T• •,4 •, 6'r ••0 • Kri ;ton, 680 NE 93rd Street, Miami Shores, Florida. a• LI i 4 ,. LANNES and GARCIA, INC, ENGINEERS • LAND SURVEYORS • LAND PLANNERS P.U. Box 561 131 Miami, Florida 33156 SCALL. DRAWN BY /" r TO ' t3 C. ORW(,. NO 184 -639