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HomeMy WebLinkAbout1990 - (#6) Chesser's Gap Preliminary PlanI 1213.33' 50' DRAINAGE RIGHT-OF-WAY N 89042'34"E i i i LINE DIRECTION DISTANCE L1 N 38010'37" E 98026 2 S 51849'23" E 103.95 L3 N 38*10*39" E 135.118 L4 N 38010'37" E 80.00 1_5 N 38010137" E 90.62 LS 5 51849'23" E.-. 68.23 47 : 5 '69'59' 49" E 59.21 L8 5 51a49'23" E 44.00 L9 5 51049'23" E 44.00` L10 S 71049'23" E 31.80 CURVE DELTA ANGLE RADIUS ARC LENGTH C 1 20000' 00" 700.00 244.35 C2 20000,00" 740.00 258.31 C3 20000' 00" 780.00 272.27 E4 11 ° 00' 00" 600.00 115 . 19 C5 11 °00' 00" 640.00 122.87 C6 I 1 0 00' 00" 680.00 '13 0.55 GAPSUBDIVISIONCHESSER,S PRELIMINARY PLAT (COLLIER WATERWAY) SEBASTIAN HIGHLANDS UNIT 6 ZONING RS-10 I I I z D `� mower o•- uwir • 0 100 200 300 400 14 3 rKe—»awiuos ulU • SCALE: 1" = 100' LOCATION MAP I' ® - DENOTES PROPOSED P R. M.' S O - DENOTES PROPOSED P.C.P.' S DESCRIPTION The Northwest one -quarter of the Northeast quarter and the West one half of the Northeast one -quarter of the Northeast one -quarter of Section 13, Township 31 South,, Range 38,East, all lying Southerly of right-of-way line of State Road 512. SURVEY NOTES 1. ELEVATIONS SHOWN REFER TO U.S.C.& G.S. (1929 DATUM), NOW N.G.V.D. 2. 13ENCHMARK = CENTERLINE OF GEORGE ST. ac DYKE AVE., ELEV. = 19.4-6. 3. SURVEY PERFORMED BY JAMES A. FOWLER LAND SURVEYING CO.DATED DEC. 16, 1985, REVISED 05/31 /90. _ _ ., ...... �.,.._.,�.....�..�.a.�. � __. .. �. .. i . .. -: - - . . - - - _ 4 � r %A � 8S 8 PG. 5 - .. - . I:. .. _.. .__.. .....�._ �: �..