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Y <br /> PLOT PLAN <br /> DESCRIRTION:(AS FURNISHED) <br /> LOT 12, BLOCK 10, SILVERADO RANCH SUBDIVISION PHASE 5B <br /> AS RECORDED IN PLAT BOOK 81, PAGE(S) 69-473, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> PREPARED FOR: <br /> �} Curve Table <br /> HA-HI RTON°rTr"S,pn Curve 0 Length Radlue Delta I Chord Bearing Chord <br /> C1 46.58' 55.00' 48*31*39' S1194'59E 45.20' <br /> C2 12.23' 25.00' 28-01-32' N55-29.46-W 12.11' <br /> / C3 66.96' 165.00' 23'11505' ND6-00'55•E 66.50' <br /> 1- 27 re�� COT <br /> a ��,,```` eGpp �3 <br /> y5B 1p <br /> ff <br /> 2• R�I4L z <br /> 4 <br /> 10'pD f`96 k GRAPHIC SCALE <br /> 0 15 30 <br /> \ rD pDE' >19 810 T'��,,, <br /> U LOT 12 N 0a PROPOSED INLET <br /> 2 I 'v NOT FIELD LOCATED <br /> BLOCK 10 ` I <br /> 13.551 SQ.FT f I <br /> DRAINAGE TYPE B all, <br /> ' I :► d l I RP fq <br /> w I o <br /> /A <br /> 149 <br /> V.cc w <br /> D I a , r <br /> >� w s �0" /*. ` of <br /> m C <br /> m <br /> 2qJ> <br /> d O 1 <br /> ON LOT CALCULATIONS <br /> LOT = 13,551 SQ. FM <br /> \ LIVING AREA - 2,836 SO. FT. <br /> GARAGE = 619 SQ. FT. <br /> ENTRY = 65 SQ. FT. <br /> LANAI = 193 SQ. FT. <br /> 20 0 1; PATIO = 0 S0. FT. <br /> On C? oo �O !�' �? DRIVEWAY = 591 SO. FT. <br /> \�/ •� OG A/C PAD = 12 SO. FT. <br /> tee,°� (� �F �� <br /> t a WALKWAY - 23 SO. FT. <br /> r X % ` IMPERVIOUS - 32% <br /> \ <br /> J,k - / se•6 = 4339 SO. FT. <br /> SOD = 9.212 SO. FT. <br /> ?R �0�� OFF LOT CALCULATIONS <br /> s. RIGHT OF WAY = 304 SO. FT. <br /> 84.9 DRIVE APRON = 46 SQ. FT. <br /> PUBLIC S/W = 222 SO. FT. <br /> APPROXIMATE DELINEATION LINE SOD = 36 SO. FT. <br /> BUILDING SETBACKS `.SCALED FROM FEMA MAP. TOTALS <br /> AREA = 13.855 SO. FT. <br /> FRONT: 20' \ DRIVEWAY = 637 SQ. FT. <br /> REAR: 7.5'S DE: 7. SIDEWALK = 245 SO. FT. <br /> I '� <br /> SIDE STREET: 20' SOD = 9.248 SQ. FT. <br /> NOTES: <br /> 1. ELEVATIONS SHOWN ARE PER LOT GRADING <br /> PLANS PROVIDED BY THE CLIENT. LEGEND: <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 <br /> DATUM. — — — BUILDING SETBACK LINE PI POINT OF INTERSECTION <br /> 3. FOR ALL LOTS WHERE SIDE—YARD ——— CENTERLINE PPC POINT OF T POINT OF CURVATURE <br /> SETBACKS ARE LESS THAN 7.50 FEET, ATANGENCY <br /> MINIMUM 5.00 FOOT WIDE DRAINAGE AND --— RIGHT OF WAY LINE RP RADIUS POINT <br /> PRC POINT OF REVERSE CURVATURE <br /> ACCESS EASEMENT IS REQUIRED PER PASCO PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE <br /> COUNTY LAND DEVELOPMENT CODE. TYP <br /> �I PROPOSED DRAINAGE FLOW CS TYPICAL CONCRETE SLAB <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE (P) PER PLAT <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (C) CALCULATED <br /> pB PLAT BOOK <br /> THE PROPOSED HOUSE REFER TO HOUSE PLAN AND A/C AIR CONDITIONER PBS PAGES <br /> OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK s/W SIDEWALK 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. F.I.R.M. FLOOD INSURANCE RATE MAP <br /> NAVD NORTH AMERICAN VERTICAL DATUM <br /> THIS IS NOT A SURVEY NGVD NATIONAL GEODETIC VERTICAL DATUM <br /> D&UE DRAINAGE&UTILITY EASEMENT <br /> THIS IS A PLOT PLAN ONLY PDE PRIVATE DRAINAGE EASEMENT <br /> PUE PUBLIC UTILITY EASEMENT <br /> FLOOD NOTE: I HAVE EXAMINED THE F.I.R.M.MAP NO.121CO288F. SURVEYOR NOTES: <br /> DK1ED SEPTEMBER 26.2014,AND FOUND THE SUBJECT PROPERTY'AODP 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> APPEARS TO UE PARTIALLY IN ZONE'X'&'AE'.HONE' AREAS <br /> DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOLA6J. LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> ZONE•AE' DENOTES AREAS DETERMINED TO BE SPECIAL FLOOD HAZARD OF WAY. RESTRICTIONS OF RECORD WHICH <br /> AREAS SU&ECT TO INUNDATION BY 1HE IX ANNUAL CHANCE FLOOD EVENT, MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> BASE FLOOD ELEVATIONS DETERMINED TO BE 92.5'.THE SURVEYOR MAKES <br /> NO GUARANTEES AS TO THE ABOVE INFORMATION.PLEASE CONTACT THE 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> BEARING BASIS: <br /> LOCATED EXCEPT AS SHOWN. <br /> BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF STEuw A5hA 3. NOT VAUD WITHOUT THE AUTHENTIC <br /> VAST STREET BEING N52'05'12'W PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> (FIELD DATE:) REVISED: <br /> A M E R I CA N SURVEEYOR°AND MAPPER FLORIDA LICENSED <br /> SURVEYING <br /> SCALE: 1• 30 FEET a � 1 Boleman <br /> DN Digitally <br /> cc=US odda.'g=Flbylal=0r es la rdo, <br /> APPROVED BY- °� $c M A P P 1 N G INC- r ;`',�°« ,o=AMERICAN SURVEYING& <br /> CERTIFICATION OF AUTHORIZATION NUMBER LB/6393 , „• ° PBolemNG•INC rn=lamezW <br /> 200646 LOT 12 BLOCK 3191 MAGUIRE BOULEVARD, SUITE 200 %y+D'm•'+` email=Jbolen. man@asmcarpo are.com FOR <br /> JOB NO. 10 ORLANDO, FLORIDA 32803 ^'r Date:2020.08.0416:21:40-04'00' FIRM <br /> (407) 426-7979 <br /> DRAWN BY: °� PLOT PLAN OB 03 2020 JG WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE <br />