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n <br />BOUNDARY, TOPOGRAPHIC& TREESURVEY <br />SECTION 11, TOWNSHIP 26 SOUTH, RANGE 21 EAST <br />PASCO COUNTY, FLORIDA <br />LEGAL DESCRIPTION: <br />LOTS 5 & 6, LESS THE SOUTHERLY 16 FEET OF THE <br />WESTERLY 40 FEET OF LOT 6, BLOCK 211, TOWN OF <br />ZEPHYRHILLS, ACCORDING TO THE MAP OR PLAT THEREOF AS <br />RECORDED IN PLAT BOOK 1, PAGE 54, PUBLIC RECORDS OF <br />PASCO COUNTY, FLORIDA. <br />F /.R. 518 <br />LB 6382 Q <br />\\moo <br />0 <br />`C>o <br />�2 15 PALM <br />ti \ o ME x 9 PALM \ O � fR g1.9�' 2 <br />S.1. R. \ Cb <br />ALSO \ y1 <br />LOT 4 <br />N F? x �2 <br />x 02 i <br />eIL 4� 'b <br />F.I.R. 518" G•' 1\6 <br />P_ O1 <br />�A1. <br />LB 6859 \ Gp DR / 0) <br />a 6' WEST I - �v <br />& 1.8' NORTH <br />a .._/ <br />N. <br />x (23�1i <br />O 12 CITRUS- <br />i <br />h <br />x qp <br />F.I.R. 1/2" <br />o L8 107 <br />6' D18T DRIVE <br />, <br />9 <br />�,5• S / <br />p '�LO <br />FLR. 11�' h Of <br />\ LB 107 ` � PPRTGI.U��p <br />b` .tills S 1� 2 <br />F.I.R. 1/2" 1A0 x �~ <br />C� x <br />x ��. I? <br />CER77RED TO. <br />DARWN W. 7ROYER, TRUSTEE OF THE DARV/N W. 7ROYER REVOCABLE <br />TRUST UTD 6-24-04 and <br />RUTH ANN TROYER, TRUSTEE OF THE RUTH ANN TROYER REVOCABLE <br />TRUST UTD 6-24-04 <br />l,FI)_ „mil <br />PC <br />:Point of Curvature <br />7BM <br />: Temporary Benchmark <br />Concrete <br />PT <br />PRC <br />:Point of Tangency <br />:Point of Reverse Curvature <br />BM <br />:Benchmark <br />A.P.O. <br />:A Part Of <br />PCC <br />:Point of Compound Curvature <br />PP <br />-Power/Utility Pde <br />COV, <br />-Covered <br />Al. <br />:Point of intersection <br />PSM <br />:Professional Surveyor & Mapper <br />MAS <br />: Masonry <br />SIR <br />:Set Capped Iron Rod 1/2- 16962 <br />LB <br />:1Jcensed Business <br />RE-1 <br />: Reskfence <br />FIR <br />:Found Iron Rod <br />RLS <br />:Registered Land Surveyor <br />P.B. <br />:Plat Book <br />RP <br />:Found Iron Pipe <br />A77MA <br />:As 7hek Interests May Appear <br />PG. <br />: Poge <br />FCM <br />:Found Concrete Monument <br />ISAOA <br />:It's Successors And/Or Assigns <br />T17? <br />: Typical <br />S.C.M. <br />:Set Concrete Monument <br />R,Cp <br />:Reinforced Concrete Pipe <br />W.F. <br />:Wood Fence <br />SET DISK :Set P—K Nall & Disk <br />(P) <br />:Plat. <br />a_ <br />:Elevation <br />FNO DISK :Found P—K Nail & Disk <br />(D) <br />:Deed <br />ASPH. <br />: Asphalt <br />FND RRS <br />NCF <br />:Found Railroad Spike <br />:No Caner Found or Set <br />(Desc) <br />:Description <br />W.C. <br />:Witness Corner <br />PRM <br />:Permanent Reference Monument <br />(C) <br />:Calculation <br />R/W <br />:Right Of Way <br />0/H <br />:Overhead Wires <br />(F) <br />:Feld Measured <br />ESMT. <br />:Easement <br />C.L.F. <br />:Chain Link Fence <br />SEC. <br />:Section <br />S/W <br />: Sidewalk <br />P.O.B. <br />:Point of Beginning <br />7WP. <br />:Township <br />C.B. <br />:Chord Bearing <br />RO.0 <br />: Point of Commencement <br />RGE <br />:Range <br />COL <br />: Column <br />P—K <br />: Porker—Kalon <br />C/L <br />:Centerline <br />SO. <br />:Square <br />O.R.B. <br />:Offkial Records Book <br />A/C <br />:Air Conditioner <br />01A_ <br />:Diameter <br />V.G. <br />-Concrete Valley Gutter <br />O/A <br />:Overall <br />US: <br />:United States <br />eta \ <br />x 4' F.LR. 5/8• <br />LB 6859 <br />12 PALM <br />STyG <br />LO x 2 <br />� h � <br />x VACAIft- <br />i <br />A.P.O. <br />i <br />x <br />mv-w <br />F101 <br />038 OAK <br />FLR. 1/2" <br />2p.2 1� <br />v' x Cb <br />x;p .2o' 4 <br />5 65 <br />LOT 7 <br />ho <br />SET NAtL o �b <br />ELEV.=83.36 ti <br />19 <br />UN <br />�� rn <br />O. -A <br />Q <br />2� <br />xQ2. <br />�2� ti9`� �X <br />r. <br />SET IL <br />CHERRY LAUREL / ?)2 <br />O F.I.R. lj <br />ELEV.bn 95 <br />nib <br />h <br />�� <br />x L <br />V2. <br />piRT <br />6,1: <br />i <br />040 OAK \ Xl <br />oo`° <br />t <br />n0 x (b <br />NOTE.' ALL TREES ARE MEASURED IN INCHES <br />ELEVA77ONS ARE BASED ON NGS BENCHMARK B 663; ELEVA77ON 88.38 (NAVD88). <br />BEARINGS ARE BASED ON THE SOUTHWESTERLY R/W LINE OF 9th STREET AS, S 25'00'00-E. " ASSUMED. <br />PeoPasEV dEw sFr� <br />P. F. E. = SS.z' <br />0 <br />SCALE 1 " = 2D' <br />0' 10' RO' 30' <br />rs rVeyor's No tes: I 5 jT� DA VID L. SAfITH <br />1) Property shown hereon appears to be located in Flood Zone x" per F.I.R.M. No. 12101C 0456H ,SURVEYING AND MAPPING INC. <br />Dated 8-28-08 This surveyor makes no guarantees as to the accuracy of the above information. <br />Local F.EM.A. agent should be contacted for verification. G 1406 W LINEBAUGH AVE Tampa, R. 33612 <br />2) No underground utilities, underground encroachments or building foundations were measured or �av� YQ Phone (813) 935--1960 Fax (813) 933-9446 <br />located as part 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 tit/4 therefore there may be <br />other easements, rights of way, setback lines, agreements, reservations, restrictions or other simt7ar Certificate of Authorization L_B. #6962" <br />matters of public record, not shown hereon. SURVEYORS CERTIFICATE <br />4) Unless otherwise noted, distances shown hereon refer to plot and field measurements and are <br />measured in US feet. I hereby certify that the survey represented hereon meets the requirements of Rondo Administrative code <br />5) Re —use of this survey for purposes other than if was Intended without written verification, will be pursuant to Chapter Sk—IZO5O.051.05Z of the Rorida Statutes. Unless it bears the signature and the <br />the re —users sale risk and without liability to the surve Nothk7 herein snail be construed to original raised seal of this Roriddnf licensed surveyor and mapper this drawing, sketch, plot or map is for <br />y y� 9 informational purposes only and is not valid. <br />convey any rights or benefits to anyone other than those to whom this survey was originally <br />certified. Field <br />Date: 02j01/17 <br />PAWYOVIDr.• s.L J. M/CH4U fUOUA ASM 4192 Job <br />jDm� er ca Date Number <br />Signature 1T01-094 <br />