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Legend <br /> P.O.C. Point of Commencement ® Indicates Asphalt Pavement <br /> P.C.P. Permanent Control Point <br /> P.R.M. Permanent Reference Monument T.O.B. Top of Bank <br /> P.O.B. Point of Beginning T.O.S. Toe of Slope <br /> P.O.L. Point on Line Conc. Concrete <br /> F.I.R. Found Iron Rod Asph. Asphalt <br /> F.I.P. Found Iron Pipe Mas. Masonry <br /> F.N.& D. Found Nail & Disc Fr: Frame <br /> W %P.S.M, t+ F.C.M. Found Concrete Monument W.F. Wire Fence <br /> 6061 L (R) Per legal Description or Plat(Recorded) Wd.F. Wood Fence <br /> C Calculated CLF Chain-Link Fence <br /> M Field Measured S.P. Screen Porch <br /> B/D Proportioned Section Breakdown CP Carport <br /> RAD. Radius OHL Overhead Utility Line <br /> Ch.L. Chord Length U/P Utility Pole <br /> Ch.B. Chord Bearing E/P Edge of Pavement <br /> S S.I.R. Set 1/2" Iron Rod Capped with U/C Utility Cylender <br /> Identification "PSM 6061" R/W Right of Way <br /> SCALE: 1" = 30' S.N.& D. Set Nail & Disc (L Centerline <br /> Stamped "PSM 6061" <br /> A/C Air Conditioner <br /> 0' 30, 60' <br /> CURVE TABLE <br /> CURVE CENTRAL ARC CHORD CHORD <br /> NO. RADIUS ANGLE LENGTH BEARING DISTANCE <br /> C1 170.00' 10'48'36 32.01' S. 13°46'53" E. 31.96' (R) <br /> S. 13°51'18" E. 32.15' (M) <br /> �C2 145.00' 1°41'06" 4.27' S. 18*20'11" E. 4.27' (R) <br /> S. 19*29'19" E. 4.31' (M) <br /> C3 175.00' 19'06'04" 58.34' 'S. 09'37'42" E. 58.07' (R) <br /> S. 09°37'46" E. 58.08' (M) <br /> I <br /> LOT 13 F.I.R. 5/8" with <br /> F.I.R. 5/8" with ID Cap 186382" I I <br /> C Cap "LB6382" Non—Radial Line Electric <br /> I <br /> CLF 0.1' W jj <br /> N. 89°47'20" E. — 134.46' (M) Transformer I • <br /> N. 89°52'55" E. — 134.52' (R) ;/ , , , F.N.& D. P.C.P. <br /> � r / "RLS4281PCP" <br /> t ,/ <br /> S.I.R. f \ <br /> i <br /> DO <br /> r <br /> O O <br /> of 00 <br /> LOT 12VACANT <br /> CP <br /> rn Ln <br /> O OA. ✓ � �r'C ', <br /> O O J iF�/ D. P.C.P. <br /> 81 PCP" <br /> �- N <br /> S. 89°52'85" W. — 59.2 ' (R &(M) \ j <br /> Non—Radial Line <br /> F.C.M. 4"x 4" with F.I.R. 5/8" with 1 j 1 <br /> CLF Corner 0.2' N, <br /> ID Disc "RLS4281° ID Cap "LB6382-, <br /> CLF Coernwe 0.2' S&W 49.F. E Corner <br /> F.C.M. CLF 0.1' W I <br /> �A Wd.F. Corner 0.3' S, I' <br /> 50.3' E of F.C.M. I <br /> O , Wd.F. Corner 0.2' S <br /> of and 34.4' W of F.I.R. Centerline Intersection I <br /> OLD MILL LANE <br /> y LOT 11 11 <br /> O I F.N.& D. P.C.P. <br /> "RLS428IPCP" <br /> 31009 Pasco Road Phone: (352) 5M-3660 <br /> John Walsh, Professional SUrve or k �f�a . _ er San Antonio, Florida 33576 Email: psm6061Cgmail.com <br /> Professional License number LS 6061 -BOUNDARY SURVEY <br /> Not valid without the signature and the original raised seal Client: Butterfield Investments, Inc. <br /> of a Florida licensed surveyor and mapper. Work order number: W18-0209 P' <br /> Date of Survey: 2/22/2018 <br /> Additions or deletions to this survey map or report by other than the Certified To: Butterfield Investments, Inc;';. <br /> signing party prohibited without written consent of the signing party. <br /> ff UP PRO ff 15 V Offl COY R0550R XIM NMI John Walsh, P.S.M. <br /> PAGE SECTION 12 SF_ PAGE 2 FOP, %5 NA TUPF_ & SEAL <br /> OF, 2 TOWNSHIP 26 S RANGE 21 E <br /> PASCO COUNTY, FLORIDAI Florida Surveyor's Registration No. 6061 <br />