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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 14, BLOCK 12, SILVERADO RANCH SUBDIVISION PHASES 7, 9B, 11A & 11B <br /> NOT YET RECORDED IN PLAT BOOK ----, PAGE(S) ----, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> - Curve Table <br /> Curve N Length Radius Delta Chord Bearing Chord <br /> C1 46.63' 55.DO' 48'34'21" S78'29'56'W 45.24' <br /> i C2 22.66' 25.00' 51'56'30" N66'23'41'E 21.90' <br /> Line Table <br /> �q0• / Lined Direction Length <br /> L1 N32'09'39"E 3.98' a <br /> A, ,cO� L2 S87'38'04"E 26.20' <br /> IX <br /> -- ///03.5 L3 N40'25'26"E 14.40' z <br /> Quo 1" = 30, <br /> GRAPHIC SCALE <br /> 0 15 30 <br /> L2 G2 S, gRFgoyo <br /> h ss. o <br /> V yo <br /> 0 <br /> 73 <br /> in 'VS ri y�0 4 Oq O <br /> 1 <br /> :Si g, \\11 : �pq"�i <br /> 4v10 10VyV h <br /> �qo/qQ2 Q <br /> v ? 1 <br /> , IT <v 9 \ lJ Z <br /> s�• O (S.OZ <br /> ' <br /> Cl <br /> POE0. <br /> \ <br /> v <br /> ON LOT CALCULATIONS \ <br /> LOT = 6,849 SQ. FT. 9g Za <br /> LIVING AREA = 1,828 SO. FT. I <br /> GARAGE = 430 SQ. FT. I <br /> ENTRY = 16 SQ. FT. I <br /> LANAI = 88 SQ. FT. / l <br /> PATIO = 0 SQ. FT. <br /> DRIVEWAY = 464 SQ. FT. 01 I�h <br /> A/C PAD = 12 SO. FT. / PQ�' II y <br /> WALKWAY = 28 SQ. FT. 04.,t PI I <br /> IMPERVIOUS = 42% a"'yti6° Spy. I <br /> = 2866 SQ. FT. ��?oti <br /> SOD = 3.983 SQ. FT. Bch 2t `o Epp•sF I <br /> OFF PREPARED FOR: RIGHT OF <br /> PG \ .l <br /> RIGHT OF WAY = 385 SQ. FT. 't � RP <br /> DRIVE APRON = 58 SQ. FT. Cv�V y�Q <br /> D•R-HORTON"��9°�a PUBLIC S/W = 218 SQ. FT. o� � <br /> lffl3N�CG7'%�dffTGFFG'N SOD = 109 SO. FT. 4p=o <br /> TOTALS <br /> BUILDING SETBACKS AREA = 7,234 SQ. FT. <br /> DRIVEWAY = 522 SQ. FT. <br /> Q <br /> FRONT: 20' SIDEWALK = 246 SQ. FT. <br /> REAR: 15' SOD = 4,092 SQ. FT. C9 Q <br /> SIDE: 5' (50' LOTS) <br /> 7.5' (55' & 60' WIDTH LOTS) <br /> SIDE STREET: 15' <br /> NOTES: LEGEND: <br /> 1. ELEVATIONS SHOWN ARE PER LOT GRADING <br /> PLANS PROVIDED BY THE CLIENT. — — BUILDING SETBACK LINE PI POINT OF INTERSECTION <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 PC POINT OF CURVATURE <br /> DATUM. — CENTERLNE PT POINT OF TANGENCY <br /> 3. FOR ALL LOTS WHERE SIDE SETBACKS ARE — — — — RIGHT of WAY LINE RP RADIUS POINT <br /> LESS THAN 7.5', A MINIMUM 5' WIDE XX•XX PROPOSED ELEVATION PRC POINT OF REVERSE CURVATURE <br /> PCC POINT OF COMPOUND CURVATURE <br /> DRAINAGE AND ACCESS EASEMENT WILL BE TYP TYPICAL <br /> LOCATED ON ALL SIDE LOT LINES PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> CONCRETE PER PLAT <br /> ��� CALCULATED <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES A/C AIR CONDITIONER Pe PLAT BOOK <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF SSW SIDEWALK PGS PAGES <br /> THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND SQ. FT. SQUARE FEET <br /> OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT F.I.R. FLOOD INSURANCE RATE MAP <br /> NAV D NORTH AMERICAN VERTICAL DATUM <br /> AND IS FOR INFORMATIONAL PURPOSES ONLY. NGVD NATIONAL GEODETIC VERTICAL DATUM <br /> THIS IS NOT A SURVEY LIE. DRAINAGE & UTILITY EASEMENT PD ' <br /> PDE PRIVATE DRAINAGE EASEMENT <br /> POE PUBLIC UTILITY EASEMENT <br /> THIS IS A PLOT PLAN ONLY WCASB WETLAND CONSERVATION AREA SETBACK <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EXAMINED THE F.I.R.M. MAP NO. 12101CO288F, 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> DATED SEPTEMBER 28, 2014. AND FOUND THE SUBJECT PROPERTY LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> APPEARS TO LIE IN ZONE "X', AREAS DETERMINED TO BE OUTSIDE THE OF WAY, RESTRICTIONS OF RECORD WHICH <br /> 0.2%ANNUAL CHANCE FLOODPLAIN. THE SURVEYOR MAKES NO MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE <br /> LOCAL F.E.M.A. AGENT FOR VERIFICATION. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: <br /> BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF WAGON A5111 3. NOT VALID WITHOUT THE AUTHENTIC <br /> TRAIL STREET BEING N40'25'26"E. PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> REVISED: A M E FR I C A N SURVEYOR AND MAPPER. <br /> (FIELD DATE:) U F2 \/E Y I N G ° ° s <br /> Digitally signed by Jim Boleman <br /> a .....e, <br /> SCALE: 1" = 30 FEET S,.e„H.q v;ON:cn=llm Boleman, <br /> ( CM A P P I N G I N C. � = American Surveying& <br /> JBG�+°,sun -''ice a•:. <br /> APPROVED BY: --t#...� e�-- Mapping,ou, <br /> CERTIFICATION OF AUTHORIZATION NUMBER LB//6393 f^ �p com,ic USeman@asmcorporate.FOR <br /> 180820 LOT 14, 3191 MAGUIRE BOULEVARD, SUITE 200 °Pm:••;" <br /> BLOCK 12 '"+:,:::°° <br /> JOB NO. ORLANDO, FLORIDA 32803 °j� ,•'%' Date:2018.103008:4151-04'00'FIRM <br /> (407) 426-7979 <br /> DRAWN BY: DSB PLOT PLAN 10 29 18 RMB WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM 6485 D^TE <br />