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PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 8, BLOCK 2, 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. NE vR\� '/ WAV-0 �F "R6Nj OF wPI PI RIGHT—OF—WAYy]L\ I I I I � I z I � \ I CL 1" — 30' 1 • GRAPHIC SCALE 1 m —GRAPHIC 3 _ 1 7. m ^� �/ cd '::.: `•.-�,t,�„l. Curve Table / ' '� .• t' 4.J 21.3' 8.8' Curve/ Length Radfue Delta Chord Bearing Chard � h LT , // II IIII IM(O C1 34.34' 595.00' 3'18'24 S7242'49'E 34.33' eoCk2 � y ^ E 'C2 10.14' 45.00' 12'54S0' 58049'28E 6C3 81.69' 820.00' 5'42'28' N89'43'23'W PROmOSED SHED �ATIOH gj�, w �� I Lor / J9.s7 I BLOCK 2 1$3• I ON LOT CALCULATIONS LOT = 7,967 SO. FT. � O S z LIVING AREA = 1,816 SQ. FT. �0 21,3• I . GARAGE = 455 SQ, FT. 15.1' P7 m ENTRY = 30 SQ. FT. A/C I S tit LANAI = 165 SQ. FT. rc Zj PATIO = 0 SQ. FT. % Q I0 DRIVEWAY = 465 SQ. FT. N 1=' A/C PAD — 12 SO. FT. �eCOCT 8• I 1 v IMPERVIOUS = 37% SQ. Fr. gel k = 2975 SO. FT. OR,vN4 SQ.F,,T� 9tio SOD = 4.992 SQ. FT. F OFF LOT CALCULATIONS 4 RIGHT OF WAY = 489 SQ. FT. I DRIVE APRON = 86 SO. FT. PREPARED FOR: j0R/ C3 I PUBLIC S/W = 218 SQ. FT. 44NCT a I yti'� SOD = 185 SO. FT. TOTALS n' H t39* OSC4 F AREA = 8,456 DRIVEWAY = SQ. FT. BUILDING SETBACKS SIDEWALK = 250 SO, FT. SOD = 5,177 SO. FT. FRONT: 20' GARAGE: 25' REAR: 15' SIDE: 5' SIDE STREET: 15' NOTES: LEGEND: 1. PROPOSED ELEVATIONS SHOWN HEREON ARE —- — BUILDING SETBACK LINE PI POINT OF INTERSECTION BASED ON THE APPROVED ENGINEERING PLANS PC PONT OF CURVATURE PREPARED BY HAMILTON ENGINEERING & — — — CENTERLINE PT POINT OF TANGENCY SURVEYING INC.. ——— — RIGHT OF WAY LINE RP RADIUS POINT PRC POINT OF REVERSE CURVATURE 2 ELEVATIONS ARE BASED ON NAVD 1988 XX.XX PROPOSED ELEVATION PCP PERMANENT CONTROL POINT DATUM. TYP TYPICAL PROPOSED DRAINAGE FLOW CS CONCRETE SLAB THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE CALCULATED PER PLAT ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/c AIR CONDITIONER (C PLAT BOOK THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR PGg PAGES OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING S/W SIDEWALK SQ. 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&UTIUTY EASEMENT DE DRAINAGE EASEMENT THIS IS A PLOT PLAN ONLY UE UTILITY EASEMENT(PUBLIC) D&AE DRAINAGE&ACCESS EASEMENT _ 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 0.2%ANNUAL OF WAY, RESTRICTIONS OF RECORD WHICH CHANCE FLOQDPLAIN.THE SURVEYOR MAKES NO GUARANTEES AS TO MAY AFFECT THE TITLE OR USE OF THE LAND. THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN BEARING BASIS: LOCATED EXCEPT AS SHOWN. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 3. NOT VALID WITHOUT THE AUTHENTIC S.BLOCK 2 BEING S02'43'10'W,PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC A M E R I CAN ELECTRONIC SEAL OF A FLORIDA LICENSED (FIELD DATE:) REVISED: SURVEYOR AND MAPP&&�allysignedbyJamesW S U RV EY I N G vtie Boleman SCALE: 1'—30 FEET „ DN:c=US,st=Flodda,l�rlando, �,..�'.4 : o=AMERICAN SURVEYING& 8c APPROVED BY: '� MAPPING INC. MAPPING,INC,cn=James W CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 as,•.�,,,o,•r a Boleman,. 190901 LOT S. BLOCK 2 3191 MAGUIRE BOULEVARD, SUITE 200 %;...... .°�a email=jbalemanpasmcorporate.cTHE JOB NO. ORLANDO. FLORIDA 32803 om FIRM DSB (407) 426-7979 Date:2020.05.2815:36:27-"00' DRAWN BY: PLOT PLAN OS 21 2020 JG WWW,AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE