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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 22, BLOCK 13, SILVERADO RANCH SUBDIVISION PHASE 10A <br /> AS RECORDED IN PLAT BOOK 80, PAGE(S) 107-112, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> MORSE WILLOW COURT <br /> TRACT F <br /> 60' WIDE PRIVATE RIGHT OF WAY <br /> (REFERENCE BEARING) _ __9 136.921 C <br /> N89*SS52E _ <br /> 1p_I CENTERUNE OFJ 10250' 34.46 <br /> RIGHT—OF—WAY <br /> 9 <br /> '53*89 N8953 2"E:47.50 <br /> 1* z <br /> = 30' <br /> 10,PUE SCALE <br /> 15 30 <br /> r 7.5! <br /> N 20& <br /> z10.3-1, I cn <br /> Isl ( 0 <br /> 0I t <br /> ;a COVERED 0 <br /> M M ENTRY I C5 <br /> -U C5 <br /> mucri—GEN <br /> KITCHETTE' <br /> 00 00 <br /> M LOT 23 <br /> ca BLOCK 13 <br /> PROPOSED <br /> 0 2795—CAMDEN 9 <br /> FINISHED FLOOR o, <br /> ct <br /> ELEVATION-1,32 80' <br /> 50.w <br /> 0 i I Ln <br /> 0 I&S �0 <br /> 7­7 <br /> 0 <br /> 9 93O.-r I <br /> 5! <br /> BLOCK 13 <br /> 8,203 M FT d: <br /> kt DRAINAGE TYPE A <br /> S89*53'52"W 72.50' <br /> LOT 21 <br /> BLOCK 13 <br /> PREPARED FOR: Curve Table <br /> Curve 01 Length Radius I Delta Chord Bearing Chard <br /> ION* CI .39.2-r 25.00'[GliFWOD' N44'53'52"E 35 AW <br /> "_04$4S.' <br /> BUILDING SETBACKS LEGEND: <br /> BUILDING SETBACK LINE <br /> FRONT; 20' ON LOT CALCULATIONS CENTERLINE <br /> REAR: 15! LOT = 8,203 SO. FT RIGHT OF WAY LINE <br /> SIDE- 5! (51Y LOTS) LIVING AREA = 2,836 SO. Fr. <br /> 7.5' (55' & 60' WIDTH LOTS) GARAGE = 619 SQ. Fr. PROPOSED ELEVATION <br /> SIDE STREET: 15* ENTRY = 65 SO. Fr. PROPOSED DRAINAGE FLOW <br /> NOTES: LANAI = 193 SO. FT. <br /> MULTI—GEN = 25 SO. Fr. CONCRETE <br /> PLANS PROVIDED BY THE <br /> 1, ELEVATIONS SHOWN ARE PER LOT GRADING DRIVEWAY 680 SO. Fr. A/C AIR CONDITIONER <br /> DRIVEWAY2. ELEVATIONS ARE BASED ON NAVD 1988 A/C PAD = 9 SO. FT. Shy SIDEWALK <br /> WALKWAY 23 SO. FT. POINT OF INTERSECTION <br /> DATUM. IMPERVIOUS 54% PC POINT OF CURVATURE <br /> 3. FOR ALL LOTS WHERE SIDE—YARD PT POINT OF TANGENCY <br /> 4450 SQ. FT. RP RADIUS POINT <br /> SETBACKS ARE LESS THAN 7.50 FEET, A SOD 3,753 SO. FT. PRC POINT OF REVERSE CURVATURE <br /> MINIMUM 5.00 FOOT WIDE DRAINAGE AND <br /> ACCESS EASEMENT IS REQUIRED PER PASCO OFF LOT CALCULATIONS PCC POINT OF COMPOUND CURVATURE <br /> TYP TYPICAL <br /> COUNTY LAND DEVELOPMENT CODE. RIGHT OF WAY = 3563 SQ. FT. CS CONCRETE SLAB <br /> DRIVE APRON = 302 SO. FT. (P) PER PLAT <br /> (C) <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PUBLIC S/W = 1071 SO. FT. CALCULATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF SOD = 2,110 SO. FT. PB PLAT BOOK <br /> THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND TOTALS PGS PAGES <br /> OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK AREA = 11,766 SQ. FT. SO.FT SQUARE FEET <br /> LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> AND IS FOR INFORMATIONAL PURPOSES ONLY. <br /> DRIVEWAY = 1.062 SQ. FT. F.I.R.M. FLOOD INSURANCE RATE MAP <br /> NAVD NORTH AMERICAN VERTICAL DATUM <br /> I SIDEWALK = 1094 SO. FT NGVD NATIONAL GEODETIC VERTICAL DATUM <br /> THIS IS NOT A SURVEY SOD — 5,863 SO. FT. D&UE DRAINAGE&UTILITY EASEMENT <br /> POE PRIVATE DRAINAGE EASEMENT <br /> THIS IS A PLOT PLAN ONLY PUE PUBLIC UTILITY EASEMENT <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EXAMINED THE F.I.P-M.MAP NO.1210ILD288F, 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> DATED SEPTEMBER 2%2014,AND FOUND THE SUBJECT PROPERTY LAND SHOWN HEREON FOR EASEMENTS. RIGHT <br /> APPEARS ID UE IN ZONE'r, AREAS DETERMINED TO BE OUTSIDE THE OF WAY, RESTRICTIONS OF RECORD WHICH <br /> 0.2%ANNUAL CHANCE FLOODPLAJN. 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:BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF MORSE 3. NOT VALID WITHOUT THE AUTHENTIC <br /> A5M ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> WILLOW COURT BEND NB9'5SS:rF,PER PLAT. ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> (FIELD DATE:) REVISED: M I—= Fz;,* I CAN SURVEYOR AND MAPPER. <br /> U F--',\/IFE N'I "4Z3 <br /> oDigitally signed bylarnes W Boleman <br /> ON:c=US,st=Fluridla.toOrtando, <br /> SCALE <br /> 1'—30 FEET 8L MAPPING INC. Zi�•j • <br /> -AMEFU CAN SURVEYING&MAPPING, <br /> W.-INC.—jameswilafeman, <br /> APPROVED BY: is CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 _V�%.%:-1"F.01 err,ail bole�n@asworparatexom FOR <br /> Datc,:20211.01.2113AM2-051DO THE <br /> 200647 LOT 22,BLOCK 13 FIRM <br /> 3191 MAGUIRE BOULEVARD, SUITE 200 A <br /> 1 JOB NO. ORLANDO, FLORIDA 32803 ar, <br /> (407)426-7979 <br /> 0 DRAWN BY. DSB 1 PLOT PLAN 01/1412021 JG WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE <br />