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PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 45, BLOCK 3, ZEPHYR LAKES SUBDIVISION PHASES 1A, 2A, 2B, AND 4A AS RECORDED IN PLAT BOOK 80, PAGE(S) 37-48, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. SOT \•\ eC OCk43 3 S6612 Op,. _ 1" 30' se�OC GRAPHIC SCALE (p' oRy'SQ. 15\ tea. 0 30 ^N � Ge�yi,Fr w A 40 &4OC 46 IV o ry. �(/ '3g6�• 1Q3, CeR oft r c 4yejGgp; mot, o 2N OT eo'' mh r3 6C pCb C,k44 a 3 �'• Cb my '� :�.`,�-" �N •� N .: 10. i7 P,` T uh- 9009 f4C�- (RNNN 6 ee's g gRipG\ /2N N F / ce S0.WiOF R�4 ToyF Rid PREPARED FOR: R/�yT of Pc II•I�•NOlililN' wqY LEGEND: ts. �`-g/.g�p./ !�, �f £3/" — •— — BUILDING SETBACK LINE CENTERLINE BUILDING SETBACKS ON LOT CALCULATIONS — — — — RIGHT OF WAY LINE LOT I I = 6,300 SQ. FT. XX•XX PROPOSED ELEVATION GARAGE: 25' LIVING AREA = SQ. FT. 455 GARAGE = 455 PROPOSED DRAINAGE FLOW REAR: 15' ; SQ. FT. SIDE: 5' ENTRY = 30 SQ. FT. ;:. a. CONCRETE SIDE STREET: 15' LANAI =PATIO = 0 0 SQ. FT. A/C AIR CONDITIONER SQ. FT. S/W SIDEWALK NOTES: DRIVEWAY = 408 So. FT. PI POINT OF INTERSECTION A/C PAD = 12 SQ. FT. PC POINT OF CURVATURE 1. PROPOSED ELEVATIONS SHOWN HEREON ARE WALKWAY = 32 SO. FT. PT POINT OF TANGENCY BASED ON THE APPROVED ENGINEERING PLANS IMPERVIOUS = 46X RP RADIUS POINT PREPARED BY HAMILTON ENGINEERING & = 2918 SO. FT. PRC POINT OF REVERSE CURVATURE SURVEYING INC.. SOD = 3,382 S0. FT. PCP PERMANENT CONTROL POINT TYP TYPICAL 2 ELEVATIONS ARE BASED ON NAVD 1988 OFF LOT CALCULATIONS CS CONCRETE SLAB DATUM. RIGHT OF,WAY = 600 SO. FT. (P) PER PLAT DRIVE APRON = 133 SO. FT. (C) CALCULATED THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PUBLIC S = 250 SO. FT. PB PLAT BOOK - ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF SOD = 217 SO. FT. PGS PAGESSO. FT. SQUARE FEET THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR TOTALS F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY OWNER.ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING AREA = 8.900 SO. FT. F.I.R.M. FLOOD INSURANCE RATE MAP DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY NAVD NORTH AMERICAN VERTICAL DATUM CONSTRUCTION. DRIVEWAY = 541 SO. FT. D&UE DRAINAGE&UTILITY EASEMENT SIDEWALK = 282 SQ. FT. DE DRAINAGE EASEMENT _ THIS IS NOT A SURVEY UE UTILITY EASEMENT(PUBLIC) SOD =-3.599 SQ. FT. D&AE DRAINAGE&ACCESS EASEMENT THIS IS A PLOT PLAN ONLY FLOOD NOTE: - SURVEYOR NOTES: I HAVE EXAMINED THE F.I.R.M. MAP NO. 12101CO293F. 1. THE SURVEYOR HAS NOT ABSTRACTED THE DATED 09/26/2014. AND FOUND THE SUBJECT PROPERTY APPEARS TO LAND SHOWN HEREON FOR EASEMENTS, RIGHT LIE IN ZONE-X°,AREAS DETERMINED TO BE OUTSIDE THE 0.2X ANNUAL OF WAY, RESTRICTIONS OF RECORD WHICH CHANCE FLOODPLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO MAY AFFECT THE TITLE OR USE OF THE LAND. THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL FLE.M.A. AGENT FOR VERIFICATION. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF WHEAT A!5hA 3. NOT VALID WITHOUT THE AUTHENTIC STONE DRIVE BEING N6692'00'W,PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC (FIELD DATE:) REVISED: A M E F21 CAN SURVEYOR ANDAMAPP AER FLORIDA LICENSED SU FZ\/E Y I N G DI tal SI d , W Rnleman SCALE: 1 —30 FEET :;.• A.••i gi y gne q'ames Q� �{°1," `^�•,�s DN:-US,sl=Florlda,l=0dando, <JC MAPPING INC- �, �sn+, .(l o=AMERI=SURVEYING&MAPPING, APPROVED BY: '� CERTIFICATION OF AUTHORIZATION NUMBER 1-806393 a "`�—INC.cn--James W Boleman, n• �?� email=Ibokman�asmcorporate.mm FOR 190901 LOT 45 BLOCK 3 3191'MAGUIRE BOULEVARD, SUITE 200 a Dace:zozo.osaets3s3s oaoo THE JOB NO. ORLANDO, FLORIDA 32803 '°im ;•` FIRM (407) 426-7979 DRAWN BY, D58 PLOT PLAN 05 21 2020 JG WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE