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a PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 2, BLOCK 1, ZEPHYR LAKES SUBDIVISION PHASES 1A, 2A, 28, AND 4A AS RECORDED IN PLAT BOOK 80, PAGE(S) 37-48,-OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. WHEAT STONE DRIVE TRACT ""H" (REFERENCE BEARING) 50' WIDE PRIVATE ROADWAY N90'02L00'E PC _ _ C3 PI CENTERLINE OF C4 �� — RIGHT OF WAY W Ifs. N18 in wi I Z cq d 06ry^ 1 10'UE .I.V• IX dcs —— o a ;�.`' a7I GRAPHIC SCALE 7.11 — . * .•.. I II 0 15 30 1 14.0''n..t_ N 1 —m M 21.3' O OVERED C7 ENTRY N I O j . I co I Curve Table I PROPOSED 1 Curve# Length Radius Delta Chord Bearing Chord I $ MODEL A4CB 1 I ,� CUFTON 'B' 1 C1 52.50' 1161.00' 23527' N68'42'16'W 5250' LOT 3 I ° FINISHED FLOOR o 1 ELEVATION-88.30' ua I C2 49.40' 1040.00' 2'43'18' N89'02'10'W 49.40' BLOCK 1 I ( 9 LOT 1 a O � 1 1 a Nd BLOCK 1 C3 201.49' 1186.00' 9'44'02' N85'07'59'W 201.25' O ;n 39.67' j o i,(')^ C4 53.63' 1186.00' 235'27' NB8'42'16'W 53.63' 01 oO 1 18 3' In ;� C5 147.66' 1186.00' 7-08.35' N83'50'15'W 147.76' ZO I N� O I; ' :;COVERED:. 1 O Z I ::: 0�, I N Z'S 5.7'1 21.3' 5.7' 1 Una Table 1 A/C E I Una j Direction Length I 1 1 I � L1 N90'00'00'E 237' 1 LOT 2 _BLOCK_1 _ I� 6,303 SQ. FT t I DRAINAGE TYPE A as i I �,�a 1 ON LOT CALCULATIONS —-—•—• _ LOT = 6,303 SQ. FT. C2 — '— LIVING AREA = 1,816 SQ. FT. TRACT "E" GARAGE = 455 S0. FT. PRIVATE LANDSCAPE ENTRY = 30 SQ. FT. AREA LANAI = 165 SQ. FT. PATIO = 0 SO. FT. __ —_ _ DRIVEWAY = 410 SO. FT. A/C PAD = 12 SO. FT. WALKWAY = 32 SQ. FT. IMPERVIOUS = 46% = 2920 SQ. FT. PREPARED FOR: OFF LOT CALCULATIo S383 SQ. Fr. RIGHT OF WAY = 717 SQ. FT. D R-HO9ONA DRIVE APRON = 152 SQ. FT. PUBLIC S/W = 275 SQ. FT. SOD = 290 SO. FT. TOTALS BUILDING SETBACKS AREA = 7,020 SO. FT. FRONT: 20' DRIVEWAY = 562 SQ. FT. GARAGE: 25' SIDEWALK = 307 SO. FT. REAR: 15' SOD = 3,673 SQ. FT. 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 2. ELEVATIONS ARE BASED ON NAVD 1988 XX•XX PROPOSED ELEVATION PRC POINT OF REVERSE CURVATURE PCP PERMANENT CONTROL POINT DATUM. TYP TYPICAL — PROPOSED DRAINAGE FLOW CS CONCRETE SLAB t.:. PER PLAT THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES :,r:-: s CONCRETE (C) CALCULATED ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/c AIR CONDITIONER PB PLAT BOOK THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR PGS 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 D&UE DRAINAGE&UTILITY EASEMENT THIS IS NOT A SURVEY DE UTILITY DRAINAGE EASEMENT SEMENT(PUBLIC)C) THIS IS A PLOT PLAN ONLY 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 FLOODPLAIN.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 LOCATED EXCEPT AS SHOWN. BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF WHEAT A 3. NOT VAUD WITHOUT THE AUTHENTIC STONE DRIVE BONG N90'00'00'E, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC ELECTRONIC SEAL OF A FLORIDA LICENSED REVISED: A M E R I C N SURVEYOR AND MAPPER. (FIELD DATE:) U R V E Y I G `wwumcuap� �I SCALE: 1'=30 FEET ;;.N•.,� 8cM A P P I N G INC. °°° DIgIb4Yslgne Cy am W.goleman APPROVED BY: JB �3•-•.s°" CERTIFICATION OF AUTHORIZATION NU BER LB#6393 5-J �gurveVN9GMa00�41nc.a ilBefimn roe t,,...lxlr,zoisns�aiosaas aaoa FOR 190901 LOT 2, BLOCK 1 3191 MAGUIRE BOULEVARD, SU TE 200 ;r 0 THE M JOB NO. ORLANDO, FLORIDA 3280 Qvu (407) 426-7979 s DRAWN BY: DSB PLOT PLAN 09-19-19 KJW WWW.AMERICANSURVEYINGANDMA PING.COM JAMES W. BOLEMAN PSM# 6485 DATE