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• PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 62, BLOCK 6, 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 = 6,971 SQ. FT. <br /> LIVING AREA = 1,828 SQ. FT. <br /> Line Table GARAGE = 430 SQ. FT. <br /> Line y Direction Length ENTRY = 16 SQ. FT. <br /> LANAI = 88 SQ. FT. <br /> L1 S02-35.32-W 0.46' PATIO = 0 SQ. FT. <br /> DRIVEWAY = 497 SQ. FT. <br /> A/C PAD = 12 SQ. FT. <br /> Curve Table WALKWAY = 28 SQ. FT. <br /> Curve III Length Radius Delta Chord Bearing Chord IMPERVIOUS = 42% <br /> = 2899 SO. FT. <br /> Cl 49.54' 2140.00' 1'19'35' S01'55'44'W 49.54' SOD = 4,072 SQ. FT. <br /> C2 508.34' 2100.00' 13'52'09' 5042 OFF LOT CALCULATIONS0'33'E 507.10' _ <br /> RIGHT OF WAY = 1300 SQ. FT. 1" = 30' <br /> C3 458.80' 2100.00' 12'31'03" SD5v1'O6"E 457.88' DRIVE APRON = 199 SQ. FT. GRAPHIC SCALE <br /> C4 49.54' 2100.00' 121'06' S01'54'59'W 49.54' PUBLIC S/W = 246 SQ. FT. <br /> SOD = 855 SQ. FT. 0 15 30 <br /> TOTALS <br /> AREA = 8,271 SQ. FT. <br /> DRIVEWAY = 696 SQ. FT. <br /> SIDEWALK = 274 SQ. FT. <br /> SOD = 4,927 SQ. FT. <br /> I LOT 63 <br /> BLOCK 6 I <br /> I i I =3 ry � <br /> S87.24'2812E <br /> I b N 139.23' <br /> z a I O I 59.1' N 5' D&AE � iv PC <br /> 8gW I Fg 59.7'p �' 205' <br /> o a i a LC) I m < 59.67' =::> -:1t"' ,.:. _ <br /> �QQz cm, W I (O H w i. io n'd z y.:�8 0Q' c a �oI wooc>>QzNy,� �a: .�•'... <br /> i1 <br /> ; " <br /> W <br /> N y Ja 10Y ry <br /> i0 <br /> 0.0.. p <br /> = o a} 01 a 4.7 <br /> o$ M 1:w0 T Ur <br /> 4.7-O p Q3 <br /> p <br /> .6 5'D&AE 21,0'—_ I 0 p <br /> N87'24'28"W N '___ <br /> e !p (NON-RADIAL) 139.80 --- ,•-N87'24'28•W ---� W 00 <br /> 40.01, to <br /> II LOT 61 I 1 <br /> BLOCK 6 <br /> PREPARED FOR: <br /> D-RNOMON-0-7-0 V <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 UNE PI POINT OF INTERSECTION <br /> DATUM. PC POINT OF CURVATURE <br /> 3. FOR ALL LOTS WHERE SIDE—YARD — CENTERUNE PT POINT OF TANGENCY <br /> SETBACKS ARE LESS THAN 7.50 FEET, A RIGHT OF WAY UNE RP RADIUS POINT <br /> PRC POINT OF REVERSE CURVATURE <br /> MINIMUM 5.00 FOOT WIDE DRAINAGE AND PROPOSED ELEVATION <br /> PCC POINT OF COMPOUND CURVATURE <br /> ACCESS EASEMENT IS REQUIRED PER PASCO pRoposED DRAINAGE Flow cs CONCRETE SLAB <br /> COUNTY LAND DEVELOPMENT CODE. <br /> R 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 /> THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND S/W SIDEWALK PGS PAGES <br /> OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK SO. FT. SQUARE FEET <br /> 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 VER71CAL 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 PUBLIC UTILITY EASEMENT <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EXAMINED THE F.I.R.M.MAP NO. 121O1CO288F, 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 LIE IN ZONE"X',AREAS DETERMINED TO BE OUTSIDE THE OF WAY, RESTRICTIONS OF RECORD WHICH <br /> 0.29 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 A5hA 3. NOT VAUD WITHOUT THE AUTHENTIC <br /> LOT 62, BLOCK 6 BEING S8724'28'E, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> A M E R I C A N ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> (FIELD DATE:) REVISED: SURVEYOR AND MAPPER. <br /> SU R V E Y I N G nm Digitallysigned b8cleman, Boleman <br /> 1'= 30 FEES 1. x`...'.V a 41 DN:cn=James W.Baleman, <br /> SCALE: a�s:�..A.••.; <br /> 8eM A P P I N G INC. a� „o=American Surveying&Mapping, <br /> APPROVED BY: J95 f� �naxs j ,�tl�Inc,ou=HB, <br /> CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 °; na c f5s��243 email=lboleman@azmcorporate.com, <br /> FO <br /> 18082D LOT 62, 3191 MAGUIRE BOULEVARD, SUITE 200 ','••".:°"°:;y ���too odando,Fl THE <br /> JOB NO. BLOCK 6 ORLANDO. FLORIDA 32803 aQR � Date:2a19WAI16:4333-04.00• FIRM <br /> DRAWN BY: DSB WWW.AMERICANSUR <br /> PLOT PLAN 03-12-19 KJW VEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE <br />