Loading...
1762 Atlantic Beach Final SurveyF. B. PRINT — D. C. N/A DR. BY BRB DIR. P:\2017 (81300) ORDER NO. 165777 -GRADES FILE 81804 MAP SHOWING ASBUILT BOUNDARY SURVEY OF L 0 T 71 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: NATHAN JOEL HARRIS & CHELSEA RUSSELL W/NICK/ / WESTMINSTER TITLE AGENCY, INC. / JP MORGAN CHASE BANK, N.A. / CHICAGO TITLE INSURANCE COMPANY CURVE DATA Cl S37'16'20"E CH = 60.19' R = 400.00' 9 A = 60.25' = 08'3748" 'I P � `�:•: �o��� � •c 1100 �°� \ � 61 \ P O $�%Floe 0�o 0.'. Cb � / Q \ `1" PSG , •. ��/ • pct9J� , y a O FSP F, ,o O�011 o 2• O BENCHMARK: NORTH RIM OF MANHOLE IN �. 0o� ���`� 0�`' FRONT OF LOT 72 ON O<� �L /� ATLANTIC BEACH DRIVE pA .� / �p� �l ti �, O / PS ELEVATION: (9.51) Ool ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 of (11.2) PROPOSED DESIGN GRADES [10.51 EXISTING LOT GRADES ADD ASBUILT GRADES; W.O.# 165777; 08-02-18 (FIELD) 0 -FOUND 1/2'• IRON PIPE FINAL; W.O.# 164187; 06-29-18 (FIELD) LB #3848 FOUNDATION, F.F. .; W.O.# 159613; 11-14-17 (FIELD) NOTE: -DENOTES TELECOM HAND HOLE LOT & HOUSE ST KE OUT (GOOD -SET F.F.E.); W.O.# 158372; 10-11-17 (FIELD) SIDE/FRONT TIES ARE TO THE FOUNDATION. -DENOTES WATER METER THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT, WM THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0406 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 FND. = FOUND Legend CONC = CONCRETE I.D. IDENTIFICATIO4 ASC = AIR CONDITIONER TYPICAL BOC = BACK CURB THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE = 5 (.P.P) = = IRON PIPE N.C. NATURAL AL GROUND SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN —4 I.R. = IRON ROD TW = TOP OF WALL A = DELTA ANGLE Bw = BOTTOM OF WALL AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT - CH = CHORD P.T. = POINT OF TANGENCY A = ARC LENGTH P.C.P. = PERMANENT CONTROL POINT R = RADIUS - TO CHAPTER 472.027 / CHAPTER 61G17-6, FLORIDA. STATUTES._ _ - _ _ ALL AMERICAN P.C. - POINT OF CURVE (C) - CALCULATED P.R.C. = POINT OF REVERSE CURVE (D) = DEED P.C.C. = POINT OF COMPOUND CURVE (( ))PLAT _�_ _ SURVEY NOT VALIY-UWEMBOSSED BY SEAL - - - SURVEYORS OF B.R.L. BUILDING RESTRICTION LINE (R) RADIAL LINE F.P.&L.- FLORIDA POWER & LIGHT CENTER LINE - FENCE JAMES D. MARRISON, JR., No. 2647 FLORIDA, -x- R/W = RIGHT -OF -W Y LB - LICENSED BUSINESS (A) = ACTUAL NGVD = NATIONAL GEODETIC VERTICAL DATUM MICHA I.?�. CiA1RRETT, NO. 6643 SCALE 1 •=20 (W) = WITNESS NAVD - NORTH AMERICAN VERTICAL DATUM F.F.E. = FL00 ; ELEVATION P I. - POINT OF INTERSECTION.• W = WIDTH WIDTH - 9 D = DEPTH EOW - EDGE OF WATER MES = MITERED EN SECTION TOB = TOP OF BANK ILORI DATE 04-10-17 _. ISTERED S ` EYOR AFeMAPPER — 8 F. B. PRINT — D. C. N/A DR. BY BRB DIR. P:\2017 (81300) ORDER NO. 165777 -GRADES FILE 81804