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e <br /> PLOT PLAN J <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 1, BLOCK 3, 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 /> PI <br /> PLAT BOUNDARY <br /> ' I <br /> LOT 2 <br /> S BLOCK 3 <br /> rQi APPROXIMATE / <br /> DELINEATION LINE: <br /> SCALED FROM FEMA MAP. <br /> r 'X• I y <br /> 3 I FLOOD ZONE•AE FLOOD ZONE' <br /> p I ` EL-86.6 <br /> W2� z I S8947'0o'E 06^ / I - <br /> Ze !W�_ 2500__ S89'47'00" 115.00' 1^ = 30' <br /> O�< Lu , <br /> _- I. 0 5' &AE o<t-= GRAPHIC SCALE <br /> � a YSSI 72�.0'— — -------- Bao---------- ----2ao--- r 1��30 <br /> to <br /> I 1, �, �<• $ y �i C11) It <br /> gdBF m B.o 0 6I�l� <br /> J.'SrZ <br /> PC/I� 220' z�y yqy� <br /> [}J I 8.3' Gl cd T� m <br /> T 1 I o OQ <br /> 1 s' \ s 65.00' I r <br /> zoo' 06 <br /> \ \ <br /> O <br /> -------------- ----I--- <br /> m• <br /> � 10'UE I 0 <br /> -- <br /> , <br /> 32.65' 1 <br /> CENTERUNE OF..7— <br /> WHEAT STONE DRIVE RIGHT OF WAY <br /> TRACT"H' <br /> 50' WIDE PRIVATE ROADWAY <br /> ON LOT CALCULATIONS <br /> LOT = 7.286 SO. FT. <br /> LIVING AREA = 1.816 SO. FT. <br /> Una Table GARAGE = 455 SO. FT. <br /> Line III Direction I Length ENTRY - 30 SO. FT. <br /> LANAI = 165 SO. FT. <br /> L1 NOo93'OO'E 1 34.98• PATIO - 0 SQ. FT. <br /> DRIVEWAY = 432 SO. FT., <br /> Carve Table A/C PAD = 12 SO. FT. <br /> WALKWAY = 32 SO. FT. <br /> Curve/ Length Radius Delta Chord Hearing Chord IMPERVIOUS = 40R <br /> = 2942 SO. FT. <br /> CI 52.25' 1211.00' 2'28'19' N8B'45'S0'W 52.24' SOD = 4,344 S0. FT. <br /> PREPARED FOR: C2 47.24' 30.00' 9013.OW N44-53.30-W 42.51' OFF LOT CALCULATIONS <br /> RIGHT OF WAY = 2302 SO. FT. <br /> D R•HQRiON I+ DRIVE APRON = 152 S0. FT. <br /> lc p&au o PUBLIC S/W = 855 SO. FT. <br /> SOD = 1,295 SO. FT. <br /> TOTALS <br /> BUILDING SETBACKS AREA = 9.588 SO. FT. <br /> FRONT: 20• DRIVEWAY = 584 SO. FT. <br /> GARAGE: 25' SIDEWALK = 887 SO. FT. <br /> REAR: 15' SOD = 5,639 SO. FT. <br /> SIDE: 5' <br /> SIDE STREET: 15' <br /> NOTES: <br /> 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 & —-— CENTERUNE PT POINT OF TANGENCY <br /> SURVEYING INC.. —--— RIGHT OF WAY LINE RP RADIUS POINT <br /> PRO POINT OF REVERSE CURVATURE <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 XX.%x 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 r: CONCRETE (P) PERcPLLAATTED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (C) <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR A/C AIR CONDITIONER PB PACES BOOK <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&UTILITY EASEMENT <br /> THIS IS NOT A SURVEY DE DRAINAGE EASEMENT(PUBLIC) <br /> UTILITY EASEMENT( ) <br /> THIS IS A PLOT PLAN ONLY o&.AE DRAINAGE&A CESSUE EASEMENT <br /> FLOODFLOOD NOTE: I HAVE EXAMINED THE F.I.R.M.MAP NO.12101CO293F, SURVEYOR NOTES: <br /> DATED O9/28/2014.AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> PARnDLL IN ZONE N &AE',ZONE'X',AREAS DETERMINED'AE" DE 07 LAND SHOWN HEREON FOR EASEMENTS. RIGHT <br /> AREASOUTSI THE INE ANNUAL CHANCE FLOOD <br /> HAZARD <br /> ZONE S b DENOTES OF WAY, RESTRICTIONS OF RECORD WHICH <br /> AREAS DETERMINED TO BE SPECIAL FLOOD HAZARD AREAS 51)B,ECT TO <br /> INUNDATION BY THE IX ANNUAL CHANCE FLOOD EVENT BASE FLOOD MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> ELEVATIONS DETERMINED A B THE SURVEYOR MAKES No 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> GUARANTEES AS TO 1HE ABOVE INFORMATION.PLEASE CONTACT THE LOCALi <br /> 1F.E.M.A. GENT FOR I c ON. LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: <br /> BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF WHEAT 3. NOT VALID WITHOUT THE AUTHENTIC <br /> STONE DRIVE BEING NOO'13'WC PER PLAT ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> A M E R I C A N ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> REVISED: SURVEYOR AND MAPPER. <br /> (FIELD DATE:) S U R �/E YI N G Digitallysigned by James W. <br /> SCALE: 1 30 FEET «""R: s� `:Sol man <br /> 8cM A P P I N G INC. <br /> DN:rn=James W.Boleman, <br /> J13rsa„ ° o=American Surveying&Mapping, <br /> APPROVED BY: <br /> CERTIFICATION OF AUTHORIZATION NUMBER LBJ6393 ^J +}t Inc,ou=tt& <br /> i ♦•"+•am,:�• -email=l8oleman@asmcarporate.co FOR <br /> 190901 LOT 1,BLOCK 3 3191 MAGUIRE-BOULEVARD. SUITE 200 +.rr•.•••�+ m,c=US THE • <br /> JOB No. ORLANDO. FLORIDA 32BD3 <br /> (40� 428-7979 Date:7019.09241a5625-04'00' FIRM <br /> DRAWN BY: DSB PLOT PLAN 09-19-19 KJW WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE <br />