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BOUNDARY& TREESURVEY <br />LEGAL DESCRIPTION: <br />LOTS 19 & 20, BLOCK 131, CITY OF <br />ZEPHYRHILLS, ACCORDING TO THE MAP OR <br />PLAT THEREOF AS RECORDED IN PLAT BOOK 1, <br />PAGE 54, PUBLIC RECORDS OF PASCO COUNTY, <br />FLORIDA. <br />CON5T oPCtJ <br />PC <br />Pr <br />:Point of Curvature <br />:Point of Tan envy <br />7BM <br />: Tenporary Benchmark <br />CONIC o <br />PRC <br />:Paint of Reverse Curvature <br />A.P.O <br />;A Pat Of <br />PCC <br />:Point of Compound Curvature <br />PP <br />: Power/btlrlty Pole <br />COV. <br />: Covered <br />Pi. <br />:Point of hrteraection <br />PSM <br />:Professional Surveyor & Mapper <br />MAS <br />: Masonry <br />SIR <br />:Set Capped iron Rod 1/2- /6M <br />LB <br />: Lkensed Bus &" <br />RES <br />:Residence <br />FF <br />:Found kon Rod <br />RLS <br />:Registered Land Surveyor <br />P.B. <br />:Plot Book <br />F1P <br />:Found Iron Pipe <br />AAWA <br />:As their Interests May Appear <br />PG <br />:Page <br />FCM <br />:Found Concrete Monument <br />jSAoA <br />:It's Successors And/Or Assigns <br />TYP. <br />: T)pkd <br />S.C.M. <br />:Set Concrete Monument <br />RGP. <br />:Reinfaraed Concrete Pipe <br />W.F. <br />: Mbod Fence <br />SET DISK :Set P-K Nag rt Disk <br />FM DISK :Found P-K Noll d Disk <br />(P) <br />:Prot <br />M <br />:E7evatlon <br />FND RRS :Found Rdood Spe <br />oF <br />(0) <br />Deed <br />ASPH. <br />: Aphdt <br />tNCF <br />(Dees) <br />W.C. <br />:M mess Corner <br />PRM <br />:Permanent Reference Monument <br />(C) <br />4okulation <br />RIV <br />: Right Of May <br />O/H <br />:Overhead Wow <br />(F) <br />:Field Measured <br />ESMT. <br />-Easement <br />C.LF <br />:Chain Unk Fence <br />SEC. <br />:Section <br />S/W <br />: Sk4wdk <br />P.O.B. <br />:Poet of Beginning <br />TMr. <br />:Township <br />CB. <br />:Chard Bearing <br />P.OG <br />:Pant of Commencsment <br />RGE <br />: Column <br />P-K <br />: Poker-Kdon <br />C/L <br />:Cw tafine <br />Sa <br />O.R.O. <br />:OfFcfd Records Book <br />A/C <br />:Air Conditrer <br />DIA. <br />:Dkaneter <br />V.G. <br />:Concrete Valley Qutter <br />0/A <br />:Ovaraff <br />U.S <br />:United States <br />SECTION 11, TOWNSHIP 26 SOUTH, RANGE 21 EA S T <br />PA SCO COUNTY, FLORIDA <br />/ f <br />WRIZON aD <br />BOX, <br />FIRED <br />HYDRANT <br />jot\ <br />i <br />o -FL. <br />/ 6 <br />U <br />E / / 6 OAK O 1/4" <br />N <br />/ FRB <br />Ito , o�c. <br />c <br />o <br />1 <br />1P.P. <br />1 <br />1 oy <br />f <br />F.C.M. <br />47W 0.0 <br />s, 2 N o <br />-10 <br />�\X o 0 <br />o� <br />O <br />46 OAK <br />1, <br />14 OAK <br />O / <br />VV--��-IL io <br />(3r F.I.R. <br />\1/4" <br />57 OAK \ <br />APPROXIMA7E <br />FLOOD ZONE <br />` LINE <br />S'urve or's Notes: <br />1) Property shown hereon appears to be located k flood Zone AE & X' per F.I.R.M. Na 12101C <br />0456E Dated 9-26-14. This surveyor makes no guarantees as to the accuracy of the above <br />i►fonmaton. Local F.EM.A. agent should be contacted for verification. Base flood Devation-82'. <br />2) No underground utff1d^ underground encroachments or buldkng foundations were measured or <br />located as pat of this survey. Trees and shrubs were not located unless otherwise shown. <br />3) this survey was conducted without the benefit of an abstract of title, thereflre there may be <br />other eoaernher►ts, rights of wax setback l k►ex agreernernts. reservations, restrictions or other sknlar <br />matters of public record, not shown hereon. <br />4) Unless otherwise noted, distances ces shown hereon reier to plot and field measurements and are <br />measured in U.S feet. <br />5) Re -use of this survey for purposes other than it was intended, without wrftten verh7catiae, wN be <br />the re -users sole risk and without inability to the surveyor. Nothing herein shall be construed to <br />con ve y rights or benefits to anyone other than those to whom this survey was originally <br />Oeff 1 X H.. <br />or I ca <br />/ /t / 6 OAK <br />cr <br />7 OAK O <br />9 OAK <br />O <br />C) 12 PALM / <br />LOT 20 n -5 CHERRY <br />LAUREL <br />/ <br />/ <br />/ <br />i/ O <br />13 PEC <br />LOT 19 j <br />a, 0 <br />�39 <br />j*0 <br />. n'0'J <br />LOT 18 <br />coJerr d EATM <br />L AV I NC, b600N <br />M sFcz - rUX-rc." <br />EX IS^r SFR <br />PL-00R LEVEL <br />/ <br />\ LOT 1 <br />/ <br />q LOT 2 <br />D K \\ <br />o_ \ <br />Ir \ LOT 3 <br />AN F.I.R. <br />114" <br />SCALE I" = 20' Z <br />J ! 1 J <br />O 10 20 30 <br />S <br />5 ITS DA VID L. SMITH <br />SURVEYING AND A00APPOW, INC. <br />�� 1406 W. LINEBAUGH AVE Tompo, f7: JJ612 <br />G1Q6,�Y0 Phone (81J) 935-1960 Fox (813) YJJ-9446 <br />Certificate of Authorization L.B. #6962- <br />SURVEYOR'S CER7IFICA7F <br />I hereby certfy that the survey Jepreamted hereon meets the roWkwriehts of Rondo <br />AabnhAetrotive code pu►mant to Chapter 5.-tZOSU051.05Z of the Ronda Statutes. Unless it <br />bears the soiature and ire orlo?d rained sed of this Fkrlda licensed surveyor and mapper <br />this dromft sketch. Plot or map is for Inhormatimd purposes only aid la not v /d <br />J. AMGYf U FL4" P.SM. 4192 Signature <br />Dote: <br />Job <br />08/29/16 <br />1608-080 <br />CER71RED T0: <br />STARR M07ORSPORTS INC. <br />NOTE:- ALL 7REES ARE MEASURED IN INCHES <br />BEARINGS ARE BASED ON 7HE NOR7HEAS7FRLY R/W LINE OF 4th S7REET AS, <br />N 25i70'00"W. ", ASSUMED. <br />