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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 2, BLOCK 8, ZEPHYR LAKES SUBDIVISION PHASES 1A, 2A, 2B, AND 4A <br /> AS RECORDED IN PLAT BOOK 80, PAGE(S) 37-448, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> ON LOT CALCULATIONS <br /> LOT = 6,308 SQ. FT. <br /> LIVING AREA = 1.672 SQ. FT. <br /> GARAGE = 432 SQ. FT. <br /> ENTRY = 38 SO. FT. <br /> LANAI = 96 SQ' FT. <br /> PATIO = 0 SQ. FT. PR/A7AOT n n <br /> A/C PAD = 129 SQ. FT. \ Ba ARfq DS APf <br /> WALKWAY = 28 SQ. FT. <br /> IMPERVIOUS = 43% / <br /> = 2687 SQ. FT. C2 <br /> SOD = 3,621 SQ. FT. <br /> OFF LOT CALCULATIONS O L �•2 GRAPHIC SCALE <br /> ;aRIGHT OF WAY = 580 SQ, FT. / Q <br /> DRIVE APRON = 133 SQ. FT. N /M o�� \ 0 15 30 <br /> PUBLIC S/W = 243 SQ. FT. l DRyye S 8 / m \ <br /> SOD = 204 SQ. FT. Acf 7* \ l o \ <br /> TOTALS / 4 /oy •\ <br /> AREA = 8 <br /> DRIVEWAY = 542 SQ. FT. ( -4/0 / <br /> SIDEWALK = 271 SQ. FT. LO / 2s.>• <br /> SOD = 3,825 S0. FT. BLOCK 8 4j/l 1111P <br /> FLOOD ZONE'X' 2 h/ 38. <br /> 1*R0P <br /> 0 / <br /> lz�Fz�i fij / h AR/4% /e <br /> cV 1iNsym. 0-APPROXIMATE a.Y' <br /> 1'4?7 <br /> DELINEATION LINE ^ l Qf 890R SCALED FROM FEMA MAP. C / 1 3 Q <br /> SB, C O^k aJ <br /> l ENc_RfD <br /> b 4,3' <br /> / <br /> Y <br /> - FLOOD ZONE"AE" ,`;\'.'•`n— n.) O`c <br /> EL=85.1 n "`tea 30' <br /> PI /� ;u / :: 10, <br /> ' <br /> #;........... / <br /> 2 <br /> RIGHT WAY \ <br /> � <br /> BROgO � , <br /> so. A kDf R4C N cs <br /> o <br /> PREPARED FOR: ADkAY _-Al <br /> PRO <br /> �( <br /> H,' <br /> N`NA Curve Table <br /> Curve III Length Ri idius Delta Chord Bearing Chord <br /> C1 48.72' 7 0.00' 3'40'23' N70'41.43'W 48.71' <br /> BUILDING SETBACKS C2 56.42' 8 1.00' 3'40'23' S70'41'43'E 56.41' <br /> FRONT: 20' <br /> GARAGE: 25' C3 239.35' 7 5.00' 18'39.3W N71'18'31'W 238.30' <br /> REAR: 15' C4 103.98' 7 5.00' 8'06'21' N7635'06'W 103.90' <br /> SIDE: 1 CS 135.3T 7 5.00' 10'33'09' N67'15'21'W 135.18' <br /> SIDE STREET: 15' <br /> NOTES: LEGEND: <br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE — BUILDING SETBACK LIE PI POINT OF INTERSECTION <br /> BASED ON THE APPROVED ENGINEERING PLANS PC PONT 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 NAVD 1988 %X.XX PRC POINT OF REVERSE CURVATURE <br /> PROPOSED ELEVATION PCP PERMANENT CONTROL POINT <br /> DATUM. TYP TYPICAL <br /> PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE (P) PER PLAT <br /> (C) CALCULATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PB PLAT BOOK <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR A/C AIR CONDITIONER 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 LIE UTILITY EASEMENT(PUBLIC) <br /> D&AE DRAINAGE &ACC ESS EASEMENT <br /> FLOOD NOTE: I HAVE EXAMINED THE F.I.R.M.MAP NO. 12101CO293F. -• SURVEYOR NOTES: <br /> DATED 09/26/2014.AND FOUND THE SUBJECT PROPERTY APPEARS TO UE 1 THE SURVEYOR HAS NOT ABSTRACTED THE <br /> PARTIALLY IN ZONE'X&At.-ZONE .' 'X',AREAS DETERMINED TO BE ND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> OUTSIDE THE 0.2X ANNUAL CHANCE FLOODPLAIN.ZONE-AE',DENOTES LAND <br /> WAY, RESTRICTIONS OF RECORD WHICH <br /> AREAS DETERMINED TO BE SPECIAL FLOOD HAZARD AREAS SUBJECT TO OF <br /> INUNDATION BY THE 1%ANNUAL CHANCE FLOOD EVENT, BASE FLOOD MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> ELEVATIONS DETERMINED TO BE INFORMATION. <br /> THE SURVEYOR MAKES 2. NO UNDERGROUND IMPROVEMENT'S HAVE BEEN <br /> GUARANTEES AS TO THE ABOVE INFORMATION.PLEASE CONTACT THE LOCAL <br /> F.EM.A. AGENT FOR VERIFICATION. LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: <br /> BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE A5AR 3. NOT VALID WITHOUT THE AUTHENTIC <br /> OF LOT 2 BLOCK a BEING N17'28'05'E, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> A M E B I C N ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> (FIELD DATE:) .„�w <br /> REVISED: SURVEYOR AND MAPPER. <br /> 1'=30 FEET U R �/E Y I G .0",.� 0t2n )Digitallysigned byJames W. <br /> SCALE: C. <br /> ;....''.be% 1i Boleman <br /> BcM A P P I N G I N C. a•Sf DN:cn=James W.Boleman, <br /> APPROVED BY: JB 4 • isuu 7�1Z American Surveying&Mapping, <br /> CERTIFICATION OF AUTHORIZATION NU BER LB#6393Vr re F'•g 'Inc.:ou=HB, <br /> 3191 MAGUIRE BOULEVARD, SU TE 200 = email=JBoleman@asmcorparateca FOR <br /> THE <br /> JOB NO. 190901 LOT 2, BLOCK a ORLANDO, FLORIDA 328 b0'"�mnmwt(nn f' m,c=us 9.092411A9:16-04'00' FIRM <br /> (407) 426-7979 DATE <br /> DRAWN BY; DSB PLOT PLAN o9-20-19 KJW WWW.AMERICANSURVEYINGANDMA PING.COM JAMES W. BOLEMAN PSM# 6485 <br />