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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 15, BLOCK 7, SILVERADO RANCH SUBDIVISION PHASES 7, 9B, 11A AND 11B <br /> AS RECORDED IN PLAT BOOK 77, PAGE(S) 79-86, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> ON LOT CALCULATIONS <br /> LOT = 6,402 SQ. FT. <br /> Curve Table LIVING AREA = 1,751 SQ. FT. <br /> Curve$ Length Radius Delta I Chord Bearing Chord GARAGE = 426 SQ. FT. <br /> ENTRY = 36 SO. FT. <br /> Ct 5282' 2050.00' 128'09" N00'00'39'W 52.82' LANAI = 0 SQ. FT. <br /> C2 49.62' 1935.00' 128'09" SOO'00'39'E 49.6V PAT10 = 80 SQ. FT. <br /> DRIVEWAY = 506 SO. FT. <br /> C3 508.34' 2100.00' 13*52*09" SO420'33'E 507.10' A/C PAD = 12 SQ. FT. <br /> C4 439.86' 2100.00' 1290'03" S05'I6'36'E 439.05 WALKWAY = 25 SQ. FT. <br /> IMPERVIOUS = 44% <br /> C5 68.48' 2100.00' 1'52'06' S01'39'29'W 68.48' = 2836 SQ. FT. o: <br /> SOD = 3,566 SQ. FT. i <br /> OFF LOT CALCULATIONS <br /> RIGHT OF WAY = 1382 SQ. FT. 1" = 30, <br /> DRIVE APRON = 200 SO. FT. GRAPHIC SCALE <br /> PC PUBLIC S/W = 266 SQ. FT. 0 15 30 <br /> SOD = 916 SQ. FT. <br /> TOTALS <br /> AREA = 7.784 SQ. FT. <br /> DRIVEWAY = 706 SQ. FT. <br /> SIDEWALK = 291 SQ. FT. <br /> ISOD = 4,482 SQ. FT. <br /> I <br /> y I U <br /> LOT 16 <br /> BLOCK 7 <br /> I <br /> � ((RADIAL)(NON—RADIAL}-- <br /> r I <br /> CA, N8916'34W ,,bo°` (REFERENCE BEARING) ,M,' �o <br /> FS, ___ 4D_00, : N89'16'34"W 125.00' <br /> In <br /> O D :,•..,_ -- -- -------------------- --- —48.2-- --- <br /> C J -- <br /> 5' DdcAE N <br /> v z1.� <br /> m _. 55.7' ¢ <br /> it <br /> G ?, _ ':ate:"•::p'�:N 4 o n I03 <br /> ¢ <br /> IL La <br /> cL <br /> o o J f— . NQIY o�So C-)v�ci U U <br /> O oz <br /> IN< <br /> m �c8.0C 20.5' I? og ¢ <br /> B:o:;`s I <br /> m I 56.33' 't Sao a <br /> D <br /> 55.7 <br /> X �------48.2'-- <br /> — -- •W 5' D&AE in <br /> o S89'15'17"W 125.00' o <br /> z� ��, •(RADIAL)(NON—RADIAL)--- \1LOT <br /> {Y°j <br /> I <br /> PREPARED FOR: �o I BLOCK 7 <br /> D-7R OMN I <br /> BUILDING SETBACKS <br /> FRONT: 20' PI <br /> REAR: 15' <br /> SIDE: 5' (50' LOTS) <br /> 7.5' (55' & 60' WIDTH LOTS) <br /> SIDE STREET: 15' <br /> NOTES: <br /> 1. ELEVATIONS SHOWN ARE PER LOT GRADING LEGEND: <br /> PLANS PROVIDED BY THE CLIENT. <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 — BUILDING SETBACK LINE PI POINT OF INTERSECTION <br /> DATUM. PC POINT OF CURVATURE <br /> — PONTF TANGENCY <br /> 3. FOR ALL LOTS WHERE SIDE—YARD CENTERLINE PT NT RIGHT OF WAY LINE RP RADIUS POINT <br /> SETBACKS ARE LESS THAN 7.50 FEET, A PRC POINT OF REVERSE CURVATURE <br /> MINIMUM 5.00 FOOT WIDE DRAINAGE AND PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE <br /> ACCESS EASEMENT IS REQUIRED PER PASCO TYP TYPICAL <br /> COUNTY LAND DEVELOPMENT CODE. PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> r (P) PER PLAT <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES 0 CONCRETE (C) CALCULATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/C AIR CONDITIONER PB PLAT BOOK <br /> PGS PAGES <br /> THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND 5/W SIDEWALK SQ. FT. SQUARE FEET <br /> OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK D&AE DRAINAGE&ACCESS EASEMENT F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT F.I.R.M. FLOOD INSURANCE RATE MAP <br /> AND IS FOR INFORMATIONAL PURPOSES ONLY. NAVD NORTH AMERICAN VERTICAL DATUM <br /> NGVD NATIONAL GEODETIC VERTICAL DATUM <br /> THIS IS NOT A SURVEY D&UE DRAINAGE&UTILITY EASEMENT <br /> POE PRIVATE DRAINAGE EASEMENT <br /> THIS IS A PLOT PLAN ONLY PUE PUBUC UTILITY EASEMENT <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 26.2014. AND FOUND THE SUBJECT PROPERTY LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> APPEARS TO UE 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.EM.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 NORTHERLY UNE OF A5hR 3. NOT VALID WITHOUT THE AUTHENTIC <br /> LOT 15. BLOCK 7 BEING N8916'34'E, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> A M E R I C A N ELECTRON SEAL OF A FLORIDA LICENSED <br /> REVISED: SURVEYOR AND MAPPER. <br /> (FIELD DATE:) U R V E Y I N G <br /> 1FEET <br /> � I Digitally signed Dylames W.Boleman <br /> SCALE: '= 30 FI a:�'H e DN:cn ames W.Boleman, <br /> 8cM A P P I N G INC. <br /> = /� •,�•�^'�` ) o AmerlunSurveying&Mapping,lnc. <br /> APPROVED BY: JB vim"'-"- .y �; a aiWbolemanMasmcorporat-om, <br /> CERTIFICATION OF AUTHORIZATION NUMBER LB$8393 >:;R =e.,•r <br /> 180820 LOT 15, 3191 MAGUIRE BOULEVARD, SUITE 200 tad '�Loc tion':Aando,Fl THE <br /> JOB NO. BLOCK 7 ORLANDO, FLORIDA 32803 /. Date:2019.03.1316J1:12-D4'00' FIRM <br /> DRAWN BY: PLOT PLAN 03-12-19 KJW '#DSB WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM 6485 DATE <br />