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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 5, 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 /> •\ \ PRitrRq CT y <br /> as 3 S'ss� ARFq�S AaF <br /> / 38'F <br /> FLOOD ZONE'X• (�ROXIMATE .�� h` \g 4 OT <br /> DELINEATION LINE ^-v h O�'�iygCSO\8 '\ <br /> 64j4c) zF <br /> SCALED FROM FEMA MAP. FF*\ / �o \ Z <br /> r <br /> 4 _ <br /> S> nr \ GRAPHIC SCALE <br /> — —1 0 15 30 <br /> 8 <br /> -I 4,, <br /> FLOOD ZONE "AE" 0 � / FLOOD EL Z�;'AE" <br /> EL=85.1 0 -`�V <br /> AnQV�0o A / <br /> go- <br /> FLOOD ZONE"AE' O•b am.y /h <br /> / EL=85.1 / LOT ON LOT CALCULATIONS <br /> / <br /> 40• � eC�Ck LIVING AREA = 11,828 SQ. FT. <br /> / 4,3, / 0.� <br /> / ,�• CIO.. / GARAGE = 430 SQ. F./ 0( ED / ENTRY = 16 SQ. FT. <br /> LANAI = 88 SQ. FT. <br /> \ \/N. \_... / 3• / �/ PATIO = 0 SQ. FT. <br /> s <br /> DRIVEWAY = 434 SQ. FT. <br /> / \ /`,. c /�/ A/C PAD = 12 SQ. FT. <br /> .U... �� `.c:-• . :�£,•.. WALKWAY = 28 SQ. FT. <br /> / IMPERVIOUS = 447 <br /> \ OF = 2836 SQ. FT. <br /> SOD 3,576 SQ. FT. <br /> y� OFF LOT CALCULATIONS <br /> RIGHT OF WAY = 665 SO. FT. <br /> DRIVE APRON = 133 SQ. FT. <br /> PUBLIC S/W = 276 SQ. FT. <br /> SOD = 256 SQ. FT. <br /> TOTALS <br /> R�q /oa AREA = 7,077 SQ. FT. <br /> DRIVEWAY = 567 SQ. FT. <br /> /N N SIDEWALK = 304 SQ. FT. <br /> SOD = 3,832 SQ. FT. <br /> RpgO�gYc R��\\�0\s <br /> \ �\ PRC <br /> PREPARED FOR: <br /> Curve Table <br /> U R HORIDN•Ivy' Curve # Length Radius Delta Chord Bearing Chord <br /> sreNi�a-'-�icc'ld <br /> C1 55.13' 1150.00' 2.44'48' N6341'32'W 55.12' <br /> BUILDING SETBACKS C2 305.44' 1175.00' 14'53'38' S69'25'38'E 304.58' <br /> FRONT: 20' C3 63.29' 1175.00' 311510' S6331'21'E 63.28' <br /> GARAGE: 25'REAR: 15' C4 242.15' 1175.00t 1148'2a' s7058'10'E 241.72' <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 & — CENTERLINE PT POINT OF TANGENCY <br /> SURVEYING INC.. - - RIGHT OF WAY LINE RP RADIUS POINT <br /> XX•XX PRC POINT OF REVERSE L POI CURVATURE <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 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 _,,:;;s; CONCRETE �Pj PER CALCULATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/c AIR coNDIRONER 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 SO. 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 &UTIUTY 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.12101CO293F, SURVEYOR NOTES: <br /> DATED 09/26/2014,AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> PARTIALLY IN ZONE'X&AE".ZONE'X', AREAS DETERMINED TO BE LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN.ZONE'AE',DENOTES OF WAY, RESTRICTIONS OF RECORD WHICH <br /> AREAS DETERMINED TO BE SPECIAL FLOOD HAZARD AREAS SUBJECT TO <br /> INUNDATION BY THE 1X ANNUAL CHANCE FLOOD EVENT, BASE FLOOD MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> ELEVATIONS DETERMINED TO BE 85.1. THE SURVEYOR MAKES NO <br /> GUARANTEES AS TO THE ABOVE INFORMATION.PLEASE CONTACT THE LOCAL 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> F.EM.A.AGENT FOR VERIFICATION. LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: <br /> BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY UNE A5hA 3. NOT VALID WITHOUT THE AUTHENTIC <br /> OF LOT 5 BLOCK 8 BEING N27.40'52"E, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> ELECTRONC SEAL OF A FLORIDA LICENSED <br /> REVISED: A M E FR I C A N SURVEYOR AND MAPPER. <br /> (FIELD DATE:) U R V E Y I f\I G <br /> 8cM . �+•�••w,:N@'�b�'44 ('DI9ltally sign dbyJam W. <br /> SCALE: 1"=30 FEET .,+Boleman <br /> DN:cn=JamesW.Bolman, <br /> JB APPING I N C <br /> APPROVED BY. wo=Amerimn Surveying&Ma <br /> pping, <br /> CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 <br /> y ;-emati;)Boleman@wmcorporate.com FOR <br /> 190901 LOT 5, BLOCK 8 3191 MAGUIRE BOULEVARD, SUITE 200 oo`�''_;;•`:::'°::d ,r--US - THE <br /> JOB NO. ORLAND 7 FLORIDA 32803 mainwmm Date:2019.09.2411:1D:14-04'0o' FIRM <br /> (407) 426-7979 DATE DRAWN BY: DSB pLOT PLAN 09-20-19 KJW WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 <br />