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PLOT PLAN <br /> DESCRIPTION:(AS FURNISH D) <br /> LOT 1, BLOCK 8, ZEPHYR LAKES SUBDIVISION PH SES 1A, 2A, 28, AND 4A <br /> AS RECORDED IN PLAT BOOK 80, PAGE(S) 37-48, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> J Curve Table <br /> Curve If Length Radius Delta Chard Bearing Chord <br /> ON LOT CALCULATIONS <br /> LOT = 7,739 SQ. FT. CI 34.50' 760.00' 236'04' N73'49'57'W 34.50' <br /> LIVING AREA = 1,104 SO. FT. C2 37.03' 25.00' 84'52'02' N32'41'59'W 33.74' <br /> GARAGE = 437 SQ. FT. C3 6.59' 25.OD' 15-20'23' 1,117'2414'E 6.67' <br /> ENTRY = 43 SO. FT. <br /> LANAI = 0 SQ. FT. C4 72.65' 880.00' 043'47' S74'53'49'E 72.62' <br /> PATIO = 80 SQ. FT. C5 239.35 735.00' 18'39'30'1 N71-18.31'W 238.30' <br /> DRIVEWAY = 4-35 SQ. FT. PI <br /> A/C PAD = 12 SQ. FT. C6 103.98 735.00' 8'06'21' N7635.06-W 103.90' ?y <br /> WALKWAY = 30 SO. FT. C7 135.37 735.00'11033119" N67'15'21'W 135.18' <br /> IMPERVIOUS = 28% <br /> = 2141 SQ. FT. z <br /> SOD = 5,598 SO. FT. 1" = 30' <br /> OFF LOT CALCULATIONS 1 GRAPHIC SCALE <br /> RIGHT OF WAY = 2277 SO. FT. immm <br /> DRIVE APRON = 133 SQ. FT. i O 15 30 <br /> PUBLIC S/W = 864 SQ. FT. gRACT >, ry <br /> SOD = 1,280 SQ. FT. <br /> TOTALS 14 gReA APF <br /> AREA = 10,016 SQ. FT. C4 <br /> DRIVEWAY = 568 SQ. FT. <br /> SIDEWALK = 894 SQ. FT. T� �� 1 �� <br /> SOD = 6,878 SQ. FT. ;^'! 1 T 1 �` <br /> B C_ <br /> fJ3 �I I °A?Aj AGS TYPE A <br /> I p I I h l <br /> :97 <br /> I Iku 3 II lJ/ <br /> Q I ! yN/ 0 <br /> I W e`y Q) <br /> 4 <br /> 2d.s PAnO i <br /> 2 .O I ! 39.> q/c/ <br /> 1 a /6.0. <br /> a: N •; I m PROPyD l O <br /> A ° l` T <br /> BLOCk <br /> 3 8 <br /> o l I n0ry'es°60. �'l <br /> ]q D °p.000 <br /> FLOOD ZONE"X"o <br /> CIV <br /> co <br /> I ;•`=. ,QRly�: APPROXIMATE DELINEATION LINE <br /> _" ^• .'ti / SCALED FROM FEMA MAP. <br /> cy <br /> PROPOSED INLET FLOOD ZONE"AE' <br /> NOT FIELD LOCATED EL=85.1 <br /> PI <br /> PREPARED FOR: <br /> LHRHOWN'N R/— <br /> G'NLGdi o oGGfw <br /> FN AY,` /m o <br /> SROAO <br /> BUILDING SETBACKS so 47o t9w7E p. D �� <br /> GARAGE: 25' f PFRONT- 20RIVq ROADWq \\ <br /> REAR: 15' \ <br /> SIDE: 5' <br /> SIDE STREET: 15' <br /> NOTES: 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 & — CENTERLINE PT POINT OF TANGENCY <br /> RIGHT OF WAY LINE SURVEYING INC.. RP RADIUS POINTPRC POINT OF REVERSE CURVATURE <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 XX•XX PROPOSED ELEVATI DN PCP PERMANENT CONTROL POINT <br /> DATUM. TYP TYPICAL <br /> PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE (P) PER PLAT <br /> CALCULATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (C) <br /> PLAT <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR A/C AIR CONDITIONER PGS PAGES BOOK <br /> OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING S/W SIDEWALK SQ. 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 /> DRAINAGE &UTILITY <br /> THIS IS NOT A SURVEY' DE UE DRAINAGE EASEMENT(PUBLIC)EASEMENT <br /> THIS IS A PLOT PLAN ONLY UE UTILITY EASEMENT(PUBLIC) <br /> D&AE DRAINAGE &ACCESS EASEMENT <br /> FLOOD NOTE: I HAVE EXAMINED THE F.I.R.M.MAP No. 12101CO293F, SURVEYOR NOTES: <br /> DATED 09/26/2014,AND FOUND THE SUBJECT PROPERTY APPEARS TO UE 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> PARTIALLY IN ZONE'X&AE".ZONE"X",AREAS DETERMINED TO BE ND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN.ZONE'AE',DENOTES LAND <br /> WAY, RESTRICTIONS OF RECORD WHICH <br /> AREAS DETERMINED TO BE SPECIAL FLOOD HAZARD AREAS SUBJECT TO <br /> INUNDATION BY THE 1R ANNUAL CHANCE FLOOD EVENT, BASE HOOD MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> ELEVATIONS DETERMINED TO BE 85.1. THE SURVEYOR MAKES NO <br /> GUARANTEES AS TO THE ABOVE INFORMATION.PLEASE CONTACT THE LOCAL 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> F.EM.A AGENT FOR VERIFICATION. LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: A5M <br /> BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF ZEPHYR 3. NOT VALID WITHOUT THE AUTHENTIC <br /> LAKES DRIVE BEING 1,109'44'02'E, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> A M <br /> (FIELD DATE:) REVISED: <br /> E FR SEAL OF A FLORIDA LICENSED <br /> I C A N SURVEYOR A <br /> 1'=30 FEET' S U R V E Y I N G Dlgitallysigned by James W. <br /> SCALE: °.'re yi Sale— <br /> SCALE. P P I N INC* %``' 4"",'f D AmerlcanS meyin &M <br /> JBf � F1o=American Surveying&Mapping, <br /> APPROVED BY: CERTIFICATION OF AUTHORIZATION UMBER LB 6393 �'3 n..E a •,`Inc, u HB, <br /> 3191 MAGUIRE BOULEVARD, SUITE 200 s _-emalhlBoleman@asmcorporate.co FOR <br /> 190901 LOT 1, BLOCK 8 �•�°••i'y,;;�,;,.+" m,r_us THE <br /> JOB NO. ORLANDO, FLORIDA 32803 !` Date:2019.091411:0851-04'00' FIRM <br /> (407) 426-7979 <br /> DRAWN BY: DSB PLOT PLAN 09-20-19 KJW WWW.AMERICANSURVE'ONGANDYAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE <br />