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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 23, 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) / <br /> PI _N8953'52E_ _ 136.96' <br /> ENIERUNE _ nP= <br /> C OF 102.5v �— 34.46 � <br /> RIGHT—OF—WAY <br /> o$o'•I - o <br /> Ij 1' - 30' <br /> GRAPHIC SCALE <br /> 0 15 30 <br /> .DRIVE 10'PUE <br /> m <br /> 5.5'I Y 9.5' <br /> •9.3 a 20.0' 13.0' 1 <br /> I <br /> Z I o;";°'o I Or <br /> O �!, I O z <br /> p I ENTRYCOVER 17.7 I i <br /> I °"R'' I OI <br /> I C1 1 <br /> I <br /> O- <br /> ACT A <br /> BLOCK 13 I V 2558PHAWiHORNE B O0 I ROPOSED n Iv DRAM AGE AREA <br /> z! FINISHED FLOOR I (PRIVATE) <br /> l:Lo ELEVATION- 1312.80' I <br /> I � � <br /> I I N <br /> L50.00' O <br /> p I 20.0' I 1T <br /> O ' <br /> 00 <br /> ' aru 14.7'm 9i5' /J <br /> I ZO <br /> 5.51 <br /> 15.3' LOT 23 i II <br /> ABC .—aLQCK__1.3__. <br /> � <br /> 7.532 SO.FT t Z� Curve Table <br /> i't" u DRAINAGE TYPE B Curve p Length Radlua I Delta Chord Bearing Chord <br /> 1J0,0 I C1 31.24' 1 85.00' 21-03.33' N79'22'06'E 31.07' <br /> S89'53'52"W 65.00' '�'0 Une Table <br /> Una/ Direction Length <br /> LOT 21 TRACT A L1(G) N89'53'52'E 34.46' <br /> BLOCK 13 I DRAINAGE AREA LIM N89'53'52'E 35.08' <br /> (PRIVATE) <br /> PREPARED FOR: <br /> BUILDING SETBACKS LEGEND: <br /> FRONT: 22' —•—'—ON LOT CALCULATIONS BUILDING SETBACK LINE <br /> REAR: 13' --- CENTERLINE <br /> SIDE: 5' (50' LOTS) LOT = 7,532 SO. FT. _-_ RIGHT OF WAY LINE <br /> LIVING AREA = 2,537 SQ. FT. <br /> 7.5' (55' & 60' WIDTH LOTS) GARAGE = 617 SQ. FT. � PROPOSED ELEVATION <br /> SIDE STREET: 15' ENTRY = 51 S0. FT. <br /> PROPOSED DRAINAGE FLOW <br /> NOTES: LANAI = 200 SQ. FT. <br /> 1. ELEVATIONS SHOWN ARE PER LOT GRADING PATIO = 0 SQ. FT. CONCRETE <br /> PLANS PROVIDED BY THE CLIENT. DRIVEWAY' = 596 S0. FT. Arc AIR coNDInoNER <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 A/C PAD = 12 SQ. FT. SO <br /> SIDEWALK <br /> DATUM. WALKWAY = 47 SQ. FT. PI POINT OF INTERSECTION <br /> IMPERVIOUS = 54% PC POINT OF CURVATURE <br /> 3. FOR ALL LOTS WHERE SIDE-YARD PT POINT OF TANGENCY <br /> SETBACKS ARE LESS THAN 7.50 FEET, A = 4060 SQ. FT. RP RADIUS POINT <br /> MINIMUM 5.00 FOOT WIDE DRAINAGE AND SOD = 3,472 SQ. FT. PRC POINT OF REVERSE CURVATURE <br /> ACCESS EASEMENT IS REQUIRED PER PASCO OFF LOT CALCULATIONS PCC POINT OF COMPOUND CURVATURE <br /> RIGHT OF WAY = 1093 SO. FT. TYP TYPICAL <br /> COUNTY LAND DEVELOPMENT CODE. DRIVE APRON = 38 SQ. FT. CS CONCRETE SLAB <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PER PLAT <br /> PUBLIC S/W = 323 S0. FT. (�) CALCULATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF SOD - 732 SO. FT. PB PLAT BOOK <br /> THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND TOTALS PGS <br /> OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK SO. FT. PAGES <br /> FEET <br /> LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AREA = 8,625 SO. FT. F.EM.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> AND IS FOR INFORMATIONAL PURPOSES ONLY. DRIVEWAY = 634 SQ. FT. F.I.R.M. FLOOD INSURANCE RATE MAP <br /> SIDEWALK = 370 SQ. FT. NAVD NORTH AMERICAN VERTICAL DATUM <br /> NGVD NATIONAL GEODETIC VERTICAL DATUM <br /> THIS IS NOT A SURVEY SOD = 4,204 SO. FT. D&UE DRAINAGE&UTILITY EASEMENT <br /> THIS IS A PLOT PLAN ONLY POE PUBLIC U71U DRAINAGE <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 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 CENTERUNE OF MORSE A!5hA 3. NOT VALID WITHOUT THE AUTHENTIC <br /> WILLOW COURT BEING NB953'52'E,PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> ELECTRONC SEAL OF A FLORIDA LICENSED <br /> (FIELD DATE:) <br /> REVISED: A M E FR I CAN SURVEYOR AND MAPPER. <br /> SU RVEYI N G u°Kysc;;w Digitally signed by James Boleman <br /> SCALE: 1' 30 FEET sN'�:f DN:c=US,st=Florida,l=Orlando, <br /> ScMAPPING INC. " r- o=AMERICANSURVEYING&MAPPING, <br /> APPROVED BY: `� f V �s"•'s _INC,cn=James W Boleman, <br /> CERTIFICATION OF AUTHORIZATION NUMBER LBJ8393 ��s "^•is emaiyboleman@asmcorpomte.cam F� <br /> 200847 LOT 23,BLOCK 13 3191 MAGUIRE BOULEVARD, SUITE 200 ®vq g;; :��;;.�' Date:2021.01.2113:,.,-05'00' THE <br /> JOB NO. ORLANDO, FLORIDA 32803 °�aay Adobe Acrobat version 11.0.23 <br /> (407) 426-7979 <br /> DRAWN BY: DSB PLOT PLAN 01 14 2021 JG WWW.AMERICANSURVEYlNGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE <br />