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I . PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 9, ,BLOCK 15, ZEPHYR LAKES SUBDIVISION PHASE 2D AS RECORDED IN PLAT BOOK 82, PAGE(S) 62-64, OF THE PUBLIC RECORDS OF PASCO COUNTY. FLORIDA. ON LOT CALCULATIONS LOT = 5.927 SQ. FT. LIVING AREA = 1,672 SO. Fr. GARAGE = 432 SQ. FT. ENTRY = 38 SO. FT. LANAI = 96 SQ. Fr. PATIO = 0 SO. FT. DRIVEWAY = 409 SQ. FT. A/C PAD = 12 SO. FT. WALKWAY = 28 SO. Fr. IMPERVIOUS = 45% * 2687 SQ. Fr. PRO soft/?PAD SOD 3,240 SQ. Fr. 2tgli 6z P9/Af OFF LOT CALCULATIONS LAk�?VATC PPIV Uab,Q7 ON W R GHT OF WAY PEAT'A, 2A 866�' 28 IOV p A), iz DRIVE APRON = 133 SO. FT. p rR 80. , 4A NAS-s p SQ. FT, Q SOD 209 SO. FT. cy� J7 1" 30' �Vj� PUBUC S/W 245 op jr TOTALS ppoAf4 7YON r 1/ WAY C4 "t AREA 6,514 SO. FT. 0 '15 30 DRIVEWAY = 542 SQ. Fr. SIDEWALK = 273 SO. FT. —7-1 SOD 3.4-49 SO. Fr% ON` c P, All 7.. M- 4zi 10. • --h a 01 LOT q etock 1 OP 0.1 PR If If ED jo. /If L07- 10 z-, at Ock 1,5 If I Id If -A 0. If!-. LOT 9 If/ St--- If 4927 DAOC4 SQ. 1134 Gr Curve Table Curvet Length Radluo Delta Chord Bowing Chord U, p?1 A! YA cr C6 49.18' 1200.00' 2'205,V S72SYIrE 49.15' PREPARED FOR: Z—ep� ga,/U,C—D 10 /N Cb 'R 1A/cRA1J%j APE Ap, C7 53.90' 1315.W 2'20!5,V S72'SX127E 53.89' IN' PIA 7-1A-S S Gr p, 'rA :24 CS 305.44! 11175.00' 14'V38' 569'25'36'E 304.58' 8601C I Z& SION PHASE 86 PAE�A NA,,;r P4—A . J7 C9 247.76 1175.00P 12"53" S68'01'13'E 247,30] BUILDING SETBACKS I C10 1-57.68! 11175.00'1 2'48!45* 1 E I 57.BW FRONT. 20: GARAGE., 25 REAR- 15' s 5. SIDE DE STREET. 15' LEGEND: NOTES: 1. PROPOSED ELEVATIONS SHOWN HEREON ARE BUILDING SETBACK LINE PI PC POINT OF CURVATURE POINT OF INTERSECTION BASED ON THE APPROVED ENGINEERING PLANS CENTERLINE PT POINT OF TANGENCY PREPARED BY HAMILTON ENGINEERING & RP RADIUS POINT SURVEYING INC. RIGHT OF WAY LINE RP POINT OF REVERSE CURVATURE 2. ELEVATIONS ARE BASED ON NAVD 1988 PROPOSED ELEVATION PCP PERMENT CONTROL POINT DATUM. TYP TYPICALAN PROPOSED DRAINAGE FLOW CS CONCRETE SLAB (P) PER PLAT THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE CALCULATED ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF 9) PAGES LAT BOOK THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR A/C AIR CONDITIONER PGS PAGES OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING S/w SIDEWALK SO.Fr. SQUARE FEET F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY F.I.R.M. FLOOD INSURANCE RATE MAP NAVD NORTH AMERICAN VERTICAL DATUM CONSTRUCTION. D&UE DRAINAGE&UTILITY EASEMENT THIS IS NOT A SURVEY D&AE DRAINAGE&ACCESS EASEMENT DE DRAINAGE EASEMENT(PRIVATE) THIS IS A PLOT PLAN ONLY LIE UTILITY EASEMENT(PUBLIC) FLOOD NOTE: SURVEYOR NOTES: I HAVE EXAMINED THE 171R.M.MAP NO.12101CO293F.DATED 1. THE SURVEYOR HAS NOT ABSTRACTED THE 09/26/2014,AND FOUND THE SUBJECT PROPERTY APPEARS 70 UE IN LAND SHOWN HEREON FOR EASEMENTS, RIGHT ZONES*X"&"AE*.DENOTES AREAS DETERMINED TO BE SPECIAL FLOOD OF WAY, RESTRICTIONS OF RECORD WHICH HAZARD AREAS SUBJECT TO INUNDATION BY THE 1X ANNUAL CHANCE MAY AFFECT THE TITLE OR USE OF THE LAND. FLOOD EMT.BASE FLOOD ELEVATIONS DETERMINED TO BE S&I.THE SURVEYOR MAKES No GUARANTEES AS TO THE ABOVE INFORMATION. 2, NO UNDERGROUND IMPROVEMENTS HAVE BEEN PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. LOCATED EXCEPT AS SHOWN. BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHEASTERLY LINE 3. NOT VAUD WITHOUT THE AUTHENTIC OF LOT 9.BLOCK 15 BEING SI5'S8'21*W.PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC ELECTRONIC SEAL OF A FLORIDA LICENSED REVISED: AMERICAN SURVEYING SURVEYOR AND MAPPER. (FIELD DATE:) & MAPPING, INC. SCALE: I*—30 FEET APPROVED BY: ja :ran01C—J�YVBd�m • �IAMER.N SURVEYING&MAPPING. —1zjbd--9--P--t-- FOR 200831 LOT 9,BLOCK Datr.ZDWZ&240�5 0BLOCKTHE JOB NO. 15 3191 Maguire Blvd,Suite 200.Orlando,FL 3280 FIRM DRAWN BY. DSB 407-426�7970 JAMES W. BOLEMAN PSMI# 6485 DATE -1 PLOT PLAN OB/2012020 in americansurveVingandmappinq-.com