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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 13, BLOCK 7, SILVERADO RANCH SUBDIVISION PHASES 7, 913, 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 = 1.828 SQ. FT. <br /> Curve/} Length Radius Delta I Chord Bearing Chard GARAGE = 430 SQ. FT. <br /> ENTRY = 16 SQ. FT. <br /> C1 52B2' 2060.00' 128'09' NO2'56'57'W 5Y.82' LANAI = 88 SQ. FT. <br /> C2 49.62' 1935.00' 128*09" S0256'57'E 49.62' PATIO = 0 SQ. FT. <br /> DRIVEWAY = 497 SQ. FT. <br /> C3 508.34' 2100.00' 13'52'09' SO420'33'E 507.10' A/C PAD = 12 SQ. FT. <br /> C4 176.17' 2100.00' 4.48'24' SOo11'20•W 176.12 WALKWAY = 28 SQ. FT. <br /> IMPERVIOUS = 45% <br /> C5 33217' 2100.00' 9'03'45' SOB-44'45-E 331.82' = 2899 SQ. FT. <br /> SOD = 3,503 SQ. FT. i <br /> OFF LOT CALCULATIONS <br /> RIGHT OF WAY = 1382 SQ. FT. 1" = 30' <br /> DRIVE APRON = 200 SQ. FT. GRAPHIC SCALEmm <br /> PG PUBLIC S/W = 256 SQ. FT. 0 15 30 <br /> SOD = 916 SQ. FT. <br /> TOTALS <br /> AREA = 7,784 SQ. FT. <br /> DRIVEWAY = 697 SQ. FT. <br /> I SIDEWALK = 294 SQ. FT. <br /> SOD = 4.419 SQ. FT. <br /> I <br /> I� I LOT 14 <br /> BLOCK 7 <br /> I 'z <br /> I ---(RADIAL)(NON—RADIAL)-- b 90 <br /> 0� (REFERENCE BEARING) 1�0 1 25.00f <br /> --- N87.47'o6'E N N87.47 08 E <br /> 40_00' — 5' D&AE N <br /> I,, — ;a <br /> CO <br /> D :�.� ::. �2Z of <br /> " '. -' �':::::1 t� N Z--I <br /> O ,1_.;:,:'.•J" 4.7'� Zem00 .°i �I� cep <br /> yy� c ''38i.i uoo�o 8.0' mmµJ.W a <br /> �I v I 4.7' wz o . <br /> 0Z I D <br /> = Co I 51.7' ---- — <br /> '� O 20.5' ---- <br /> C --, -- 5' D&AE <br /> m I r,W ,3 125.00 <br /> S86'18 59 o I <br /> I ,2942 (RADIAL) (NON—RADIAL)-- ' <br /> I I LOT 12 I <br /> I BLOCK 7 I <br /> I I <br /> PREPARED FOR: I <br /> LiG�NLCGii gC[d Pit <br /> BUILDING SETBACKS <br /> FRONT: 20' <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 CENTERLINE PT POINT OF TANGENCY <br /> 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 FCC 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 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 PGS PAGES <br /> g/W SIDEWALK <br /> OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK Fr. SQUARE FEET <br /> D&AE DRAINAGE&ACCESS EASEMENT F.E 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 PUBLIC UTIUTY 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.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 AShA 3. NOT VALID WITHOUT THE AUTHENTIC <br /> LOT 13, BLOCK 7 BEING N87'47'08'E, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> A M E FR I C A N ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> REVISED• SURVEYOR AND MAPPER. <br /> (FIELD DATE:) �N:mnmimtta! "Digitally signed by James W.Boleman <br /> U R V E Y I N G ,LLIAY <br /> SCALE: 1"=30 FEET a$ �....A,e ,I DN:cn=James W.Boleman, <br /> o=American Sueying&Mapping, <br /> A P P I N G INC. <br /> Inc., ry ou=HB, <br /> APPROVED BY: J9 ;" ---�—email=Jboleman@azmcorporate.com, <br /> CERTIFICATION OF AUTHORIZATION NUMBER LBg6393 ^' a _,i=us= _ FOR <br /> 180820 LOT 13, 3191 MAGUIRE BOULEVARD, SUITE 200 'k °;A� <br /> JOB NO. BLOCK 7 ORLANDO, FLORIDA 32803 �A�roinwuonmw� Date:2019.03.1316:28:26-04'00' FIRM <br /> DRAWN BY: DSB WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM 6485 DATE <br /> PLOT PLAN 03-12-19 KJW <br />