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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 42, BLOCK 9, 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 /> FLOOD ZONE"AE* <br /> EL=85.1 <br /> n" <br /> — ARE A <br /> PRIVATE DR 114RAIN <br /> AAGE AGE <br /> PUBLIC D <br /> EASEMENT <br /> S89*30'3:r SCALED� APPROXIMATEFROM FEMA DELINEATIOMAP.N LINE <br /> 9.1 <br /> GRAPHIC SCALE <br /> LOT 42 0 16 30 <br /> BLOCK 9— - FLOOD ZONE "X" <br /> FT* <br /> 5 961 S9-TypE a <br /> C) <br /> 0 <br /> ON LOT CALCULATIONS <br /> LOT = 5,961 SO. FT. <br /> A/ 14.4 LIVING AREA = 907 SO. FT. <br /> GARAGE = 453 SO. FT. <br /> 2 9 67' 1 ENTRY = 64 SO. FT. <br /> LANAI = 0 SQ. FT. <br /> PATIO = 80 SQ. FT. <br /> I W LOT 43 DRIVEWAY = 435 SQ. FT <br /> BLOCK 9 A/C PAD = 12 SO. FT. <br /> .7 0 All 0 WALKWAY = 65 SQ. FT. <br /> 9: IMPERVIOUS = 34% <br /> 1; '0 -0 = 2016 so. FT. <br /> *t 9 <br /> SOD = 3,945 SQ. FT. <br /> ,\4, ED OFF LOT CALCULATIONS <br /> r <br /> RIGHT OF WAY = 376 SQ. FT. <br /> x 1 76' Z­ DRIVE APRON 135 SQ. FM <br /> 0) PUBLIC S/W = 162 SO. FT. <br /> C%4 SOD = 79 SQ. FT. <br /> .7' TOTALS <br /> AREA = 6,337 SO. FT. <br /> 0 DRIVEWAY = 570 SO. FT. <br /> 0 SIDEWALK = 227 SQ. FT. <br /> ' 1Y ;'; "' I 0 <br /> SOD = 4,024 SO. FT. <br /> Uj <br /> z <br /> PC 220.97' P1 <br /> N89-30-31;W 231. <br /> (REFERENCE BEARING) <br /> PREPARED FOR: DAVIE RAY DRIVE <br /> TRACT "P* <br /> ii—R-HOWN 50' WIDE PRIVATE ROADWAY <br /> Line Table Cu Chord Bea <br /> rve Table <br /> # <br /> BUILDING SETBACKS Line ol.tl.. FF.Wgth Curve Length Radius Delta ring Chord <br /> FRONT: 20: <br /> GARAGE: 25 Ll N89-30-31-W 1 9.11- CA 24.19' 75.00' 118'28'41- SBI*15'09*W 24.08' <br /> REAR: 15' C2 61.28- igo7oo'[18-28,41- N8I'15'09"E 61.01' <br /> SIDE- 5' <br /> SIDE STREET- 15' <br /> NOTES: LEGEND: <br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE BUILDING SETBACK LINE P1 POINT OF INTERSECTION <br /> BASED ON THE APPROVED ENGINEERING PLANS PC POINT OF CURVATURE <br /> PREPARED BY HAMILTON ENGINEERING & CENTERLINE PT POINT OF TANGENCY <br /> SURVEYING INC.. RIGHT OF WAY LINE RP RADIUS POINT <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 PROPOSED ELEVATION PRO POINT OF REVERSE CURVATURE <br /> DATUM. PCP PERMANENT CONTROL POINT <br /> TYP TYPICAL <br /> PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE (P) PERCU PLAT <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PC <br /> C CAL <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR A/C AIR CONDITIONER 1� PLAT BOOK <br /> OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING S/W SIDEWALK PGS PAGES <br /> SO. FT. SQUARE FEET <br /> DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> CONSTRUCTION. F4�VD R.M* FLOOD TAMER <br /> RATE MAP <br /> NORTH AMERICAN VERTICAL DATUM <br /> THIS IS NOT A SURVEY D&UE DRAINAGE &UTILITY EASEMENT <br /> 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. 12101CO293F. SURVEYOR NOTES: <br /> DATED AND FOUND THE SUBJECT PROPERTY APPEARS TO UE <br /> P Y 0'4.'X&Ar.ZONE'X*;AREAS DETERMINED TO BE SURVEYOR HAS NOT ABSTRACTED THE <br /> A IN NI 1. THE <br /> OUTSIDE THE 0.2Z ANNUAL CHANCE FLOODPLAIN.ZONE*AE' DENOTES LAND SHOWN HEREON FOR EASEMENTS RIGHT <br /> AREAS DETERMINED TO BE SPECIAL FLOOD HAZARD AREAS SIJBJECT To OF WAY, RESTRICTIONS OF RECORD WHICH <br /> INUNDATION BY THE1X ANNUAL CHANCE FLOOD EVENT BASE FLOOD MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> ELEVATIONS DETERMINED TO BE 15.1.THE SURVEYOR MAKES NO <br /> GUARANTEES AS TO THE ABOVE INFORMATION.PLEASE CONTACT THE LOCAL 'UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> F.E.M.A.AGENT FOR 2. NO <br /> BEARING BASIS: LOCATED EXCEPT AS SHOWN. <br /> BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF DAME 3. NOT VALID WITHOUT THE AUTHENTIC <br /> RAY,DRIVE BEING Nag"W311'W,PER PLAT. A15hA ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> REVISED: SURV EYOR AND MAPPER.(FIELD DATE:) A M I= FR I C� A f-,j ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> SCALE: 1 = 30 FEET S U R VF_ Yl N 0 omumft f, <br /> DIgItally signed byJames W.Oolemm <br /> BcM DM—h—W.B.1-4 <br /> APPROVED BY., APPING I N C. <br /> CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 FOR <br /> 3191 MAGUIRE BOULEVARD. SUITE 200 <br /> JOB NO� 190901 LOT 42,BLOCK 9 ORLANDO, FLORIDA 32803 THE <br /> RAWN SY: DSB (407) 426-7979 Date:2019.09.2410,52.-21-"W FIRM <br /> MOT PLAN 09-20-19 KJW WWW.AMERICANSURVE�lNGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE <br />