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PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 10, BLOCK 2, ZEPHYR LAKES SUBDIVISION PHASES 1A, 2A, 28, AND 4A AS RECORDED IN PLAT BOOK 80, PAGE(S) 37-48, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. Curve Table Curve III I Length I Radius I Delta I chord Bearing I Chord Cl 135.05'1 45.00'1;T37-34-1 N25MV59*E I 3;Ar 'A iz 1* = 30' C, 1001 0- GRAPHIC - 0 15 30 '�?vol'PI LOT 11 BLOCK 2 (NON—RADIAL} Id, PI (REFERENCE BEARING) S89*08'25"E 125.9 5'D&AE Icku �z PROPOSED INLET • so NOT FIELD LOCATED OD 5 ro r) 0 C) 0 xe.'? 39.r ev PREPARED FOR: 0-111-HORRINIRRA airg ON LOT CALCULATIONS LOT = 11.308 SO. FT. 9. cv/' LIVING AREA = 1,844 SO, FT. GARAGE = 437 SQ. FT. ENTRY = 137 SQ. FT. LANAI s- 139 SQ. FT. PATIO = 0 SO. FT. DRIVEWAY - 407 SQ. FT. Aw A/C PAD = 12 SQ. FT. IM <'o WALKWA PERVIOUS =Y = 166 SO. FT. zo28% = 3142 SQ. FT. SOD = 8,166 SQ. FT. OFF LOT CALCULATIONS c RIGHT OF WAY - 425 SQ. FT. DRIVE APRON = 147 SQ. FT. PUBUC S1W - 166 SQ. FT. SOD = 112 SO. FT. TOTALS AREA = 11,733 SQ. FT. 9 .0 DRIVEWAY = 554 SO. FT. SIDEWALK = 332 SQ. FT. SOD - 8.278 SO. FT. 92.3 BUILDING SETBACKS FRONT- 20' GARAGE: 25' REAR: 15, SIDE: 5- SIDE STREET- 15' NOTES: LEGEND: 1. PROPOSED ELEVATIONS SHOWN HEREON ARE BUILDING SETBACK UNE PI POINT OF INTERSECTION BASED ON THE APPROVED ENGINEERING PLANS PC POINT OF CURVATURE PREPARED BY HAMILTON ENGINEERING & CENTERUNE PT POINT OF TANGENCY SURVEYING INC.. RIGHT OF WAY UNE RP RADIUS POINT 2. DATUMELEVATIONS ARE BASED ON NAVD 1988 PRC POINT OF REVERSE CURVATURE PROPOSED ELEVATION PCP PERMANENT CONTROL POINT . TYP TYPICAL PROPOSED DRAINAGE FLOW CS CONCRETE SLAB THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE (P) PER PLAT ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (c) CALCULATED P8 PLAT BOOK THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR A/C AIR CONDITIONER PGS PAGES OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING S/W SIDEWALK SO. FT. SQUARE FEET DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY CONSTRUCTION. F.I.R.M. FLOOD INSURANCE RATE MAP NAVD NORTH AMERICAN VERTICAL DATUM THIS IS NOT A SURVEY D&UE DRAINAGE&UTILITY CASEMENT DE DRAINAGE EASEMENT ' UE UTILITY EASEMENT(PUBUC) THIS IS A PLOT PLAN ONLY D&AE DRAINAGE&ACCESS EASEMENT FLOOD NOTE: SURVEYOR NOTES: 'HAVE EXAMINED THE F.I.R.M. MAP NO. 12IOICG293F� DATED 09/26/3014, AND FOUND THE SUBJECT PROPERTY APPEARS TO 1. THE SURVEYOR HAS NOT ABSTRACTED THE UE IN ZONE LAND SHOWN HEREON FOR EASEMENTS. RIGHT X% AREAS DETERMINED TO BE OUTSIDE THE 0.2X ANNUAL OF WAY. RESTRICTIONS OF RECORD WHICH CHANCE FLOOOPLAIN.THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION.PLEASE CONTACT THE LOCAL F.E.M.A. AGENT MAY AFFECT THE TITLE OR USE OF THE LAND. FOR VERIFICATION. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN BEARING BASIS: LOCATED EXCEPT AS SHOWN. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF A!5hA 3. NOT VALID WITHOUT THE AUTHENTIC LOT 10,BLOCK 2 BEING SB99B`25*F,PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC ^M I= F;,' I C—,,4k ELECTRONIC SEAL OF A FLORIDA UCENSED (FIELD DATE:} REVISED: SURVEYOR AND MAPPER. SCALE: 1*- 30 FEET �S U Ft-\/IFE-V-I INI C3.' Dig-"Uy signed by bmes W Botomn DN:rUS,st=Ffadda.k0dando, Sc MAPPING INC. APPROVED BY: JB '4_ -AMERICAN 51.11111IFT[hir I A111111 iN,__,._s wil.1—ri, CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 —11=jb"—'@—'M"—.FOR 1909DI LOT 1D, BLOCK 2 3191 MAGUIRE BOULEVARD, SUITE 20O JOB NO. ORLANDO. FLORIDA 32803 THE DRAWN BY. OSB 1 (407) 426-7979 FIRM PLOT PLAN 05/21/2020 JG WWW.AMEPJCANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DAZE