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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 6, BLOCK 8, ZEPHYR LAKES SUBDIVISION PHASES 1A, 2A, 2B, AND 4A <br /> AS RECORDED IN PLAT BOOK 80, PAGE(S) 37-48, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> \ \ PP/ �qC , h <br /> FLOOD'i:ONE"Y," B 4 r4�S qp f <br /> Ar'PROxIMATE 3 �J V8a <br /> DELINEATION L114E 9 4 F <br /> SCALED FROM FEMA MAP.__. � FLOOD ZONE."Y' <br /> 4OT Ciz <br /> / <br /> / 1" 30' <br /> \ GRAPHIC SCALE <br /> &40C S o'Y// 15 30 <br /> FLOOD ZONE "AE' / <br /> EL=55.1 04' ^N, <br /> FLOOD ZONE. "AE" <br /> / Rqb f <br /> 1a0"% i <br /> B SOT <br /> �7f/ QyQb 9 �, IV / ^�� Cock 8 LOT ON LOT CALCULATIONS6 428 SQ. FT. <br /> 2�? NY <br /> " LIVING AREA = 1.104 SQ. FT. <br /> GARAGE = 437 SQ. FT. <br /> /. :-:cti: "'1• r 1` 7@O / (�/ry ENTRY = 43 SQ. FT. <br /> LANAI = 0 SQ. FT. <br /> ?0' PATIO — 80 SO. FT. <br /> DRIVEWAY = 410 SO. FT. <br /> PRC -'•.1':`s"• :, b A/C PAD = 12 SO. FT. <br /> WALKWAY = 30 SO. FT. <br /> d• / �� N/ IMPERVIOUS = 33% <br /> 10. / = 2116 SQ. FT. <br /> =N~ry• '' i :.:, ::.': Uf / SOD = 4,312 SO. FT. <br /> OFF LOT CALCULATIONS <br /> / RIGHT OF WAY = 665 SQ. FT. <br /> DRIVE APRON = 133 SQ. FT. <br /> PUBLIC S/W — 276 SO. FT. <br /> CI;- <br /> SOD = 256 SQ. FT. <br /> Ck WtY �� TOTALS <br /> AREA = 7.093 SQ. FT. <br /> DRIVEWAY = 543 SO. FT. <br /> SIDEWALK = 306 SO. FT. <br /> eROgp \ SOD = 4,568 SQ. FT. <br /> SO.�Oe R�- DRIB `\n PRC <br /> ROAOwAY L� <br /> PREPARED FOR: Curve Table <br /> Curve/ Length Radius Delta Chord Bearing Chord <br /> H'Ii-HOWN' ar.:w Ct 55.13' 1150.00' 2'44'48' N8826'20'W 55.12' <br /> FfC1d�dCGl'Shcd{4�' <br /> C2 9.77' 980.00' 0306' S6542'46'E 9.77' <br /> BUILDING SETBACKS c3 305.44! 1175.00• 14'533W S6925'36'E 304.58' <br /> FRONT: 20' C4 63.29' 1175.00' 3'05'10' S63'31'21'E 63.28' <br /> GARAGE: 25' 1 C5 242.15' 1175.00' 11-48'28'1 S7058.10-E 241.72' <br /> REAR: 15' <br /> SIDE: 5" <br /> SIDE STREET: 15' <br /> NOTES: LEGEND: <br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE — BUILDING SETBACK LINE PI POINT OF INTERSECTION <br /> BASED ON THE APPROVED ENGINEERING PLANS PC POINT OF CURVATURE <br /> PREPARED BY HAMILTON ENGINEERING & — —— CENTERUNE PT POINT OF TANGENCY <br /> SURVEYING INC.. ———— RIGHT OF WAY LINE RP RADIUS POINT <br /> 2 ELEVATIONS ARE BASED ON NAVE) 1988 PROPOSED ELEVATION PRC POINT OF REVERSE CURVATURE <br /> PCP PERMANENT CONTROL POINT <br /> DATUM. TYP TYPICAL <br /> PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ;r:�'°: CONCRETE �C) PE PLAT <br /> CALCULATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/c AIR CONDITIONER PB PLAT BOOK <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR PGS PAGES <br /> OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING S/W SIDEWALK SQ. FT. SQUARE FEET <br /> DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> CONSTRUCTION. F.I.R.M. FLOOD INSURANCE RATE MAP <br /> NAVD NORTH AMERICAN VERTICAL DATUM <br /> D&UE DRAINAGE&UTILITY EASEMENT <br /> THIS IS NOT A SURVEY DE DRAINAGE EASEMENT(PUBLIC) <br /> THIS IS A PLOT PLAN ONLY UE UTILITY EASEMENT(PUBLIC) <br /> D&AE DRAINAGE&ACCESS EASEMENT <br /> FLOOD NOTE: I HAVE ExAMINED THE F.I.R.M.MAP NO.1210100293F. SURVEYOR NOTES: <br /> DATED 09 26/2014`AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> PARTIALL IN ZONE'X&A['.ZONE"X',AREAS DETERMINED TO BE LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> OUTSIDE THE 0.2X ANNUAL CHANCE FLOODPLAIN.ZONE'AE' DENOTES <br /> AREAS DETERMINED TO BE SPECIAL FLOOD HAZARD AREAS WBJECT TO OF WAY. RESTRICTIONS OF RECORD WHICH <br /> INUNDATION BY THE IX ANNUAL CHANCE FLOOD EVENT BASE FLOOD MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> ELEVATIONS DETERMINED TO BE 85.1.THE SURVEYOR IWAKES NO <br /> GUARANTEES AS TO THE ABOVE INFORMATION.PLEASE CONTACT THE LOCAL <br /> 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> F.I;M.A.AGENT vERIFlCATioN. <br /> BEARING BASIS: LOCATED EXCEPT AS SHOWN. <br /> A5hft <br /> BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE 3. NOT VALID WITHOUT THE AUTHENTIC <br /> OF LOT 6 BLOCK 8 BEING N2456'04E.PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> A M E R I C A f\I ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> (FIELD DATE:) REVISED: SURVEYOR AND MAPPER. <br /> 8eM : <br /> ,,... o^'' Digitally <br /> signe db yJamew <br /> SCALE: 1" 30 FEET S U R /EYI N G Baleman <br /> DmJamesW.Boleman,APPING INC. <br /> APPROVED BY J13 -American Suveying&Ma <br /> pp <br /> ing, <br /> CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 <br /> ..,a^,:((d Inc,ou=HB, <br /> 190901 LOT 6, BLOCK 8 3191 MAGUIRE BOULEVARD, SUITE 200 �°�J.+" m a_l=U oleman@asmccrpcmte.co FOR <br /> JOB NO. ORLANDO, FLORIDA 32803 <br /> a Date:2019.09.2411:0824-a4.00' FIRM <br /> 426-7979 <br /> DRAWN BY; DSB WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM 6485 DATE <br /> PLOT PLAN OB-20-19 KJW <br />