BDUNDARYSURVEY � -��
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<br /> 585D 93TH STREE'T - �
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<br /> ZEPHYRHILLS, FLORIDA 33542 ' .,,.-�1 l BLOCK39
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<br /> $Q �..�r a RESIDENCE#5850 ' � i�(P� � $�`'- LOT 10
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<br /> ALL FENCE3 ARE ON PARCEL
<br /> LOTS 11,12,93 AND THE SOUTH 1/2 OF LOT 14, BLOCK 39, CITY OF ZEPHYRHILLS,
<br /> AC�QRDIIVG TO TNE MAP 4R PLA T IHEREOF,
<br /> AS RECORDED lN PLAT BOOK 1, PAGE 54, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
<br /> THI3 SURVEY IS MADE FpR THE EXCLUSIVE USE OF THE CURRENT OWNERS OF THE O � 'r',,)' J'O� EQ�
<br /> PROPERN AND ALSO THQSE WHO PURCHASE, MORTGAGE OR GUARANTEE THE T1TLE
<br /> THERET4 WiTH(N ONE YEAR flF THE FlELp DATE NOTED ON TH4S SURVEY.
<br /> /C 2096 �COVERED �SCREEN � SCREEN ---o--a— 6' �/NYL fENCE SCALE: ���= 3O�
<br /> ` � ENTRANCE E ENCL�SED p ENCLOSED
<br /> AREA Vl�}{ ppOL —x—X— 4' CNAIN LlNK fENCE ii 6' WODD FE"NCE
<br /> NOTES: (1) IN COMPLIANCE WITH F.A.C. 61G17-6.OQ3T-4—E, IF LOCATION OF EASEMENTS OR RtGHTS—OF—WAY OF RECORD, O7HER TNAN
<br /> - THOSE ON REGORD PLATS, IS REQUIRED, 1}il5 INFORMATION MUST BE FURNISHED TO 'THE SURVEYOR AND MAPPER. (2) IF APPLICABLE,
<br /> EENCES SHOWN MEA(VDER ON QR OFF UNE5. {APPftOX.} {3} NO EXGAVA130N 4R,MAPPIIVG 4F UNDERGROUND iMPROVEMENTS HAS BEEN
<br /> ----'PERFORMED�-CORNER�MAftKERS-ARE 1/2"�DIAMETER""U►VLESS""NOTEd�O11iERWiSE.�"` �_ -- ;___�.._� _. _-_ _ __ _
<br /> BASIS OF BEARINGS IS 1NE WEST IJNE QF LOT 11(USING PLAT BEARING OR ASSUMED) UNLESS NOTED OTHERWISE
<br /> �EGEND: (c) = CALCULA7ED. C�t� CURVE NUMBER , C8= CA9LE BQX, LP= UGHT POLE, C/S = CONCRETE SLAB, CLF= GHAIN UNK FENCE, CONC� CONCRETE
<br /> CSW= CONCRE'iE SIDEWAUC, (D}� pgEE?, pE� pRAINAGE EASEMENT, EB= ELECiR[G BOX, EdW� EDGE OF WATER, EjP = EDGE OF PA1+EA{ENT, {F} m F3ELp,FfC� FENCE G6RNER,
<br /> FGR m FlR CAPPED, FXC a FOUNq X CUT, FCM = FOUND CONCREiE MONUMENT, FlP = FOUND IRON PIPE, FlR m FOUND IRON ROD, FN = FOUND NA14 FND = FOUND NAIL Ee DISK
<br /> GA= GUY ANCHOR, ID = IDENTIFlCATION, (M) = MEASURED, MH = MANHOLE, NCF = NO MARKER FOUND, OHW= OVERHEAp WIRE, q/A = OVER ALL, (P) = PLAT, P/E�POOL EQUIP.
<br /> PP � POWER POl£, Pd8 = PO1NT OF BEG4NNtN6, POG= POINT 4F COMh1ENCEMENT, PRM = PERMANEN7 REFERENCE A40NUMEHT, RfW� RtGHT OF WAY, StR � SE7 i/2`tR4N ROD
<br /> LB 6812, SHD � SET NAi{.ANQ Q1SK 1B 6912, TNFA TRANSFORtIfR, T88 = TOP OF BANK, iP= PNONE PEDESTAL, UE= U7TllTY EASEMEN7 NB m WATER 80X, WF= WOOD FENCE
<br /> DUE = DRAINAGE dc UTIUTY EASEMEN, PC= POINT OF CURVA7URE, PI� POINT OF INlER5EC110N, PT= POINT OF TAN6ENT, PRC= POINT OF REVERSE CURVE, R= RADIUS,
<br /> CBv CHORD BEARING,A• DELTA ANGLE, CH� CHORD DISTANCE, W.E.m WALL EASEMEN7, A.E= ACCESS EASEMENT, p.U.E.m PUBLIC UTILITY ESEMENT, P/Em POOL EQUIPMENT
<br /> Know It Now, Ixlc. 1 HEREBY GERTlFY THAT THIS SKECCH OF SURVEY WAS MAt}E tlNDER
<br /> Florida Business Certrficate Of LOCATION = 2011 HEIDELBERG AVENUE, DUNEDIN, FL � RESPONSIBLE CHRRGE AND TO THE BEST OF MY KNOWLEDGE AND
<br /> BELIEF SAID SURVEf MEEfS 7HE MINIMUM TECHNICAL STANDARDS SEf
<br /> AuthorizationNumbe��66912VQlCE 727-415-8305 FAX 727-736--2455 FORTH BY THE FLORlDA 90ARD OF PROFESSl4NAL LAND SURYEYORS
<br /> GERTIFIED EXCLUSiVELY TO THE BELC�W PARTiES DOC MENTR� ELECTRONRC4ALLYDSfGNEQ AND sF.°°�E PURsu�nr�r�o
<br /> , � SECTION 472.027, OF 7HE F�ORIDA STATUTES AND CHAPTER
<br /> SJ-17 OF THE FL4RlDA ADMINISTRATI4N CODE.
<br /> Surveyor&i!?apperNumber4&3S i
<br /> - ..-.. DATE OF FIELD WORK: 10-27-16 '
<br /> I�EI�LY A EVAI�T� :''�""Y '
<br /> r,°�T .��?.,. DATE S{GNED 10-31-16
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<br /> FLORIDASURVEYOR�aAOL.COM BILL HYATT
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