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PLOT PLAN DESCRIPTICIN:(AS FURNISHED) LOT 5, BLOCK 1, 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. Curve Tattle Curve III Length Radlu. Delta Chord Bearing Chord 01 39.43' SO.CQ 28*14'26" S3875`54"E 39.CS C2 86.60! 55.00' 901SOO' S44'53'3O'E 77.92V C3 48.7S '46'07" S2510`03"E 47.16' 37.87' S701 E 37.12! 00. N 1" 30' ALE B&57 6 15 30 0 0 ;A 7.04 VLDDO Elmal' (p -if 01E��Not,? C4? Q, ,- C!Ir1........ ....... ODD 'D '0. IV% A .0. z 0 CA 0 m ON LOT CALCULATIONS LOT = 12,238 SO. Fr. LIVING AREA = 2.034 SO. FT. <10 GARAGE = 458 SO. Fr. <0 ENTRY = 25 SO. FT. CA 14 0% 0 LANAI = 218 SO. FT. ENTRY SLAB = 23 SO. FT. <9 01), DRIVEWAY = 0 SQ. FT. Vw zo, A/C PAD = 12 SO. FT. WALKWAY = 36 SO. FT. IMPERVIOUS = 23% = 2809 SO. FT. IVA- SOD = 9,429 SO. FT. C' OFF LOT CALCULATIONS RIGHT OF WAY = 440 SO. Fr. DRIVE APRON = 152 SO. FT. PUBLIC S/W = 191 SO. FT. SOD = 97 SO. FT. AREATOTALS = lZ678 SO. Fr. DRIVEWAY = 152 SO. FT. SIDEWALK = 227 SO. FT. PREPARED FOR: SOD = 9,526 SO. F7. BUILDING SETBACKS FRONT; 22. GARAGE: 27' REAR: 13' SIDE. V SIDE STREET- 1W NOTES: LEGEND: 1. PROPOSED ELEVATIONS SHOWN HEREON ARE BUILDING SETBACK LINE 1`1 POINT OF INTERSECTION BASED ON THE APPROVED ENGINEERING PLANS PC PONT OF CURVATURE PREPARED BY HAMILTON ENGINEERING & CENTERUNE PT POI T OF TANGENCY RIGHT OF WAY LINE RP RADIUS POINT SURVEYING INC.. PRC POINT OF REVERSE CURVATURE 2. ELEVATIONS ARE BASED ON NAVD 1988 PROPOSED ELEVATION PCP PERMANENT CONTROL POINT DATUM. TYP TYPICAL PROPOSED DRAINAGE FLOW CS CONCRETE SLAB THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE P CEARLCU PLAT(C LATED ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PB 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 SQ. FT. SQUARE FEET L DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY F.E.M.A.F.I.R.M. FLOOD I EMERGENCY MANAGEMENT AGENCY NSURACE RATE MAP CONSTRUCTION. NAVD NORTH AMERICANN VERTICAL DATUM D&AE DRAINAGE&ACCESS EASEMENT THIS IS NOT A SURVEY DE DRAINAGE EASEMENT THIS IS A PLOT PLAN ONLY UE UTILITY EASEMENT(PUBLIC) FLOOD NOTE: I HAVE EXAMINED THE F.I.R.Mm MAP NO.1210100293F, SURVEYOR NOTES: DATED 09/26/20f4,AND FOUND THE SUBJECT PROPERTY APPEARS TO UE 1. THE SURVEYOR HAS NOT ABSTRACTED THE PARTIALLY IN ZONE*X&Ar.ZONE"X".AREAS DETERMINED TO BE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OUTSIDE THE 0.2X ANNUAL CHANCE FLOODPLAIN.ZONE'Ar DEN07E5 OF WAY, RESTRICTIONS OF RECORD WHICH AREAS DETERMINED TO BE SPECIAL FLOOD HAZARD AREAS WBJECT TO N I INUNDATION BY THE IS ANNUAL CHANCE FLOOD EVENT,BASE FLOOD MAY AFFECT THE TITLE OR USE OF THE LAND. UV 9 A&n,WS DETERMINED TO BE 86.6.THE S�.RVEYOR MAKE NO OU TMS AS TO THE ABOVE INFORMATIO .PLEASE CONTACT THE LOCAL 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN RLM.A.AGM FOR VERIFICATION, LOCATED EXCEPT AS SHOWN. BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHEASTERLY LINE 3. NOT VALID WITHOUT THE AUTHENTIC OF LOT 5 BLOCK I BEING S3976-53!W,PER PLAT. A5hft ELECTRONIC SIGNATURE AND THE AUTHENTIC I OIC,� ELECTRONIC SEAL OF A FLORIDA LICENSED (FIELD DATE:) REVISED: M I—=F=;,* SURVEYOR AND MAPPER.I UF---,\/FE Nwe I Cm' Dl9itallysl9wdbyJamesW. SCALE: I"-30 FEET • ScMAPPING INC- mAmei—Su—,hV&Wpping. APPROVED BY: is CER71FICA1I0N OF AUTHORIZATION NUMBER LB#6393 .-ll=jbole-.@.,—wt...m FOR 3191 MAGUIRE BOULEVARD, SUITE 200 THE JOB NO. 190901 LOT 5.BLOCK I ORLANDO,FLORIDA 32803 Date 202OA2.26 Mla.a 'W FIRM BY'. RM9 (407) 426-7979 DATE DRAWN I PLOT PLAN 02-25-20 JSO WWW.AMERICANSURVE*ONGANDMAPPING.COM I DAMES W. BOLEMAN PSMI# 6485