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50 Beach Cottage Lane SURVEY 10.23.2003Q J EL w Q V) a O m O 0 r _Z W m O o O w O V)In O O Z MAP SHOWING BO UI LOTS 69A & 70A, EXCEPT THE EAST 1 i NORTH ATLANTIC B, AS RECORDED IN PLAT BOOK 15 PAGE 93 OF THE (. CERTIFIED TO: OCEAN BOL 20th STREET (40' RAW) a 3 o ° I0 L 0 TY� 7 �'I o0' >n ��3& z S89'41'31 "E 206.56' 20.2' r(114) 20.3' a z3.o' GARAGE O 0 N N 20.1' L n 205.91- (DEED) FOUNDATION CONCRETE BLOCK (POURED) TOP OF BLOCK = (13.62) COVERED o 7.8' DIRT 0 -72 .0' 1 .8 a - t' 17.0' - COVERED DIRT �t.3t83 -C DRRED FOUNDATION CONCRETE BLOCK (POURED) TOP OF BLOCK = (13.66) 238.49 (DEED) N89'40'27"W 238.57' �� 33 � Zoo ::)Z o�l L 0 T t C BENCHMARK NAIL IN 9" LIVE OAK LOCATED t 10' & 5' NORTHWEST PROPERTY -a' CORNER, ELEVATION: (14.55) M d ELEVATIONS SHOWN THUS: (14.55) mil REFER TO NATIONAL GEODETIC � \J C>, -,,VERTICAL DATUM OF 1929. cy �, -�-• of --) , a 9� q 0 (�9 � F GARAGE (t3.t5) 17.o' 9.2'ri (ns o COVERED 2.0' ^ DIRT 17.0 L 0 n.o L 0 6 -DARY SURVEY OF 0' THEREOF, AS SHOWN ON MAP OF T'A CH UNIT No. 3 WRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. EVARD DEVELOPMENT c a w Ott er � � Z �� C 9'1' F UND 1/2" LP. V g g a o. 36721196 N 0 b Q,1w r 0, pals t 0 c �'u._� ci� .L00a• U N 0 s W EAST 100.00' OF LOT 70A ro O i 6 ZG a zz.8 9.4' 4— I m 3.1 Nts! 0 EAST 100.00' 1.3 OF LOT 69A Q o Ozs) A n FOUND 1/2- I.P. (P` No. 3672 8 A FOUNDATION(REVISED): W.O. /03-1209-4: 11-06-03(FIELD) FOUNDATION: W.O./ 03-1209-4; 10-24-03 (FIELD) THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN BEARINGS BASED ON ASSUMED DATUM ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS ON THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED THE LANDS SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 120075 0001 D FOR THE CITY OF ATLANTIC BEACH, FLORIDA, F.I.R.M. INDEX DATE APRIL 17, 1989. ALL AMERICAN SURVEYORS OF FLORIDA, INC. aW .SURVEY RS - G820 SOU/WMff PARXMY, MVE f - J40AWM nal' YI 32216 - 904/278-0088 - LX:OYS£D BU-gy SS Afa J857 4/1 Legend THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE — 5 COD, FOUND CONCRETE SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS P.R.M. PERMANENT REFERENCE EXCEPT AS SHOWAI ANQ T;1,4Y THE SURVEY SHOWN HEREON MEETS — 4 MON. - MONUMENT I P IRON PIPE MONUMENT THE MINIMUM TECH»ICAL STANDARDS SET FORTH BY THE FLORIDA P.T. - PONT OF TANGENCY BOARD OF PROFESSIONAi SURVEYORS AND MAPPERS PURSUANT TO Ate. R. ' IRON ROD �.1 CN . CHORD P.C. POINT OF CORK P.R.C.. POINT OF REvERSE CURVE CHAPTER 472027 / CHAPTER 31G1i-6, FLORIDA, STATUTES. A�IlERM,�W - SURVEYORS A . ARC LENGTH p T.) � R; RADIAL P.C.C. PONT OF COMPOUND CURvE B.R.L BUILDING RESTRICTION UNE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIA4, F.P.&L.- FLORIDA POWER h LK;HT �1 .1fE5 D. LiA1tRtSON, JR. U.D.E - UNOBSTRUCTED DRAINAGE EASEMENT t CENTER LINE _ NGIO - �V NATIONAL GEODETIC vERTICAI SCALE 1 30' /i ' R/W . RIGHT-OF-WAY . FENCE (W) WITNESS P.I. . POINT OF INTERSECTION EW • EDGE OF WATER TOB . TOP O' BANK DATE 10-24-3 FLORA ' GISTERED S AND MAPP _ —8 F.B. 1008, PG. 16 DR BY TAF AIR Server\Owgs\2003\03-1209.dwg FILE 03-1209 ORDER NO. 03-1209-4