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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 14, 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 /> LIVING AREA = 1.104 SQ. FT. <br /> Curve Table GARAGE = 437 SQ. FT. <br /> ENTRY = 43 SQ. FT. <br /> Curve i¢ Length Radlus Delta Chord Bearing Chord LANAI = 0 SQ. FT. <br /> C1 52.82' 2060.00' 128'09" N0128'48-W 52.82' PATIO = 80 SO. FT. <br /> DRIVEWAY = 560 SQ. FT. <br /> C2 49.62' 1935.00' 128'09' S012B'48'E 49.62' A/C PAD = 12 SQ. FT. <br /> C3 508.34' 2100.00' 13"52'09' SO420'33'E 507.10' WALKWAY = 30 SQ. FT. a <br /> C4 176.17' 2100.00' 4'48'24' S0091'20'W 176.12' IMPERVIOUS == 226266 SQ. FT. � <br /> C5 332.17' 2100.00' 9'03'45' SO6'44'45"E 331.82' SOD = 4,136 SQ. FT. z <br /> OFF LOT CALCULATIONS 1" = 30' <br /> RIGHT OF WAY = 1382 SQ. FT. GRAPHIC SCALE <br /> DRIVE APRON = 200 SQ. FT. <br /> PUBLIC S/W = 256 SQ. FT. 0 15 30 <br /> SOD = 916 SQ. FT. <br /> TOTALS <br /> AREA = 7,784 SQ. FT. <br /> DRIVEWAY = 760 SQ. FT. <br /> SIDEWALK = 296 SQ. FT. <br /> SOD = 5,052 SQ. FT. <br /> PC <br /> LOT 15 <br /> BLOCK 7 <br /> I <br /> I <br /> I O'ary (REFERENCE BEARING) .�tD ,?90 <br /> N89'15'17"E 125.00' <br /> Fn 5'D&AE c" <br /> 28.4'-- — ------ 59.9'---- ---- � <br /> N v <br /> n o 36.7' v..:.: <br /> Ir I <br /> .I 42.67' < <br /> S c Io'8.0 o Y <br /> D � <br /> o l7 m I II 6.0'5; '. <br /> I i PD <cz <br /> ?A DN O71 lO l l <br /> w o <br /> :z I I 4.0' gem Dv as w mo �•j N Z—I <br /> Inn <br /> I c 71 <br /> m <br /> 0 C I ., 1:.,:...: .7' 599---- <br /> T r .:24.4' ----- 40 -----ur--------- ' <br /> as 5' D&AE <br /> j ;0 --- N87'47'0WE` --- S87-47 08"W ' 125.00' O <br /> I 40,00' I ��j' --(RADIAL) (NON—RADIAL)--- v " <br /> 7 I LOT 13 <br /> BLOCK 7 <br /> PREPARED FOR: D� I <br /> n-nwo'Frro�u-� I <br /> sses�lue-��tts <br /> BUILDING SETBACKS <br /> FRONT: 22' 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 /> 3. FOR ALL LOTS WHERE SIDE-YARD CENTERLINE PT POINT OF TANGENCY <br /> RIGHT OF WAY UNE RP RADIUS POINT <br /> SETBACKS ARE LESS THAN 7.50 FEET, A PRC PONT 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 /> PER PLAT <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE (P) 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 SIDEWALK SQ. PAGES <br /> F.E.M.A. <br /> FT. SQUARE FEET <br /> OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK <br /> D&AE DRAINAGE&ACCESS EASEMENT F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT RI.R.M. FLOOD INSURANCE RATE MAP <br /> AND IS FOR INFORMATIONAL PURPOSES ONLY, NAVD NORTH AMERICAN VERTICAL DATUM <br /> NOVO 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 PUBLIC UTILITY EASEMENT <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EXAMINED THE F.I.R.M. MAP NO. 12101CO21181', 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 /> 0.2%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 NORTHERLY LINE OF A5hR 3. NOT VAUD WITHOUT THE AUTHENTIC <br /> LOT 14. BLOCK 7 BEING N8915'17'E, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> ELECTRON SEAL OF A FLORIDA LICENSED <br /> (FIELD DATE:) REVISED: A M E R I C A N SURVEYOR AND MAPPER. <br /> � UFRVEYIN0 `' <br /> ,�0� �� g ysigned by James W.eoleman <br /> 1"=30 FEET g N: ^,V o`-Q �j DN:c—James W.Boleman, <br /> SCALE: BcM A P P I N G I N C. : `��,. :�`'; 'o=AmerI..S. eying&Mapping.lnc. <br /> APPROVED BY: em <br /> d6 •'"R�-%�. $° -•^--' all=1bolemanpasmcorpom[e.com, <br /> CERTIFICATION OF AUTHORIZATION NUMBER L9#6393 h^° •x� .�_�=us_.., FOR <br /> 180820 LOT 14. 3191 MAGUIRE BOULEVARD, SUITE 200 Locanon:o5lando,F1 THE <br /> JOB No. BLOCK 7 ORLANDO, FLORIDA 32803 <br /> uomn <br /> t Date:2019.03.131630:10-0a'00' FIRM <br /> M m <br /> (407) 426-7979 <br /> DRAWN BY; DSB PLOT PLAN 03-12-19 KJW W'WAMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 OATS <br />