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P` <br /> PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 1, BLOCK 1, 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 /> ON LOT CALCULATIONS Curve Table <br /> LOT = 10,354 SQ. FT. <br /> LIVING AREA = 2,034 SQ. FT. ply II Leingth Radium Delta Chord Bearing Chard <br /> GARAGE = 458 So. FT. C1 GILDS 1161.00' 321'27' S85'43'49"E 68.02' <br /> ENTRY = 28 SQ' FT. <br /> LANAI = 218 SQ. FT. C2 40.92' 25.DD' 93'47'08" S37 D9'32•E 36.50' <br /> ENTRY SLAB — 23 SQ. FT. C3 3.42' 25.00' 7'49'53' S13'38'59'W 3.41' <br /> DRIVEWAY = 436 so* <br /> FT. <br /> A/C PAD = 12 SQ. FT. C4 79.46' 1040.00' 422'4O' N8529'12'W 79.44' <br /> WALKWAY = 59' SQ. FT. C5 1201.49' 1188.00'1 9'44'OY I N85Y17'59W 201.25' <br /> IMPERVIOUS = 32X <br /> = 3268 SQ. FT. co 53.63' 1186.o0'I 235'27" N88'42'16'W 53.63' <br /> SOD = 7.096 SO. FT. C7 147.88" 1188.00' YJ835"7 ' N83-50.15-W 147.76' <br /> OFF LOT CALCULATIONS v <br /> RIGHT OF WAY = 2998 SQ. FT. <br /> DRIVE APRON = 152 SO. FT. <br /> PUBLIC S/W — 1039 SO. FT. iz <br /> Soo = 1,807 SO. FT WHEAT STONE DRIVE <br /> TOTALS PC , TRACT ""H" 1" = 3O' <br /> 50' WIDE PRIVATE ROADWAY GRAPHIC SCALE <br /> AREA = 13,362 SQ. FT. � � — <br /> DRIVEWAY = 588 SO. FT. Cs —I — _ C5 0 15 30 <br /> SIDEWALK = 1098 SQ. FT. w 1 — <br /> —� <br /> SOD = 8,903 SQ. FT cr 8 <br /> CEN <br /> R1GH�pRNWA� PI <br /> = I <br /> PROPOSED INLET <br /> NOT FIELD LOCATED <br /> Pz <br /> 10.01 I <br /> 21.3 b 1J.7 4 I <br /> I m' 1.6' <br /> N I � .' <br /> ENTRY <br /> r•- I Y, 4.7' 1 <br /> I I I <br /> I ' I <br /> LOT 2 I 1 <br /> BLOCK 1 i i Su 1 <br /> I S PROPOSED a I _ } <br /> W I c MODEL A4DB o 1 3 I <br /> z W o l n FIN E•NR <br /> I ELEVAnoN-9o.so' Z W= 1 <br /> e <br /> N I � <br /> �?s <br /> ;o Lf) I 39.67' <br /> 23.3' I I = 1 <br /> ,•,z Z III ;,r :CC4jRF�:;.. 1 w a <br /> rr ! 18.3 m i1NAt:c ' TW o <br /> 100' A/C LOTI qo' 1 o I <br /> 1 1 I <br /> BLOCK 1 <br /> I fo,364 sQ. FT t 'w— <br /> PREPARED FOR: I DRAINAGE TYPE A w 1 <br /> D)ti HU NI�"w 8 � 1 <br /> sra�'scct-r '., 4 <br /> TRACT "En ' I <br /> PRIVATE LANDSCAPE e9 <br /> BUILDING SETBACKS AREA <br /> FRONT: 20' <br /> GARAGE: 25' —— <br /> REAR: 15' <br /> SIDE: 5' _ <br /> SIDE STREET: 15' <br /> NOTES: LEGEND: <br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE —•—•— BUILDING SETBACK UNE PI POINT OF INTERSECTION <br /> BASED ON THE APPROVED ENGINEERING PLANS PC PONT OF CURVATURE <br /> PREPARED BY HAMILTON ENGINEERING & — —— CENTERLINE PT POINT OF TANGENCY <br /> SURVEYING INC.. ———— RIGHT OF WAY LINE RP RADIUS POINT <br /> PRC POINT OF REVERSE CURVATURE <br /> 2. ELEVATIONS ARE BASED ON.NAVD 1988 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) CA�LCULLAATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/c AIR CONDITIONER PB PLAT BOOK <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR PGS PAGES <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 /> THIS IS NOT A SURVEY D&UE DRAINAGE&UTILITY EASEMENT <br /> DE DRAINAGE EASEMENT(PUBLIC) <br /> THIS IS A PLOT PLAN ONLY UE UTILITY EASEMENT(PUBLIC) <br /> D&AE DRAINAGE&ACCESS EASEMENT <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EXAMINED THE F.I.R.M. MAP NO. 1210100293F, 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> DATED 09/28/2014,AND FOUND THE SUBJECT PROPERTY APPEARS TO LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> UE IN ZONE•X',AREAS DETERMINED TO BE OUTSIDE THE 0.2X ANNUAL OF WAY, RESTRICTIONS OF RECORD WHICH <br /> CHANCE FLOODPLAIN.THE SURVEYOR MAKES No GUARANTEES AS TO MAY AFFECT THE 71TLE OR USE OF THE LAND. <br /> THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.EM.A.AGENT <br /> FOR VERIFICATION. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> BEARING BASIS: <br /> LOCATED EXCEPT AS SHOWN. <br /> BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE A5PA 3. NOT VAUD WITHOUT THE AUTHENTIC <br /> OF LOT 1 BLOCK 1 BEING NO2*3527"E, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> ^ ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> REVISED: A MpE`R I CAI ^N SURVEYOR AND MAPPER. <br /> (FIELD DAIE:) S U R V E YI I V V Digitally signedbylames W. <br /> 1" 3O FEET d�:.o Ap Boleman <br /> BALE. BcM AP P I N G INC. AM <br /> Mb'•S 10Mcn=James W.Boleman, <br /> APPROVED BY: '� o=American Surveying&Mapping, <br /> OF AUTHORIZATION NUMBER LB#6393 +o email=lBoleman@asmcor orate.co FOR <br /> 190901 LOT 1, BLOCK 1 3191 MAGUIRE BOULEVARD, SUITE 200 " m,c=US P THE <br /> JOBNO. ORLANDO. FLORIDA 32003 •' �, D.-1ate:.1519.09241D5440-04'00' FIRM <br /> (407) 428-7979 DATE <br /> DRAWN BY: D58 PLOT PLAN 09-19-19 KJW �'•AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 <br />