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PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 2, BLOCK 12, SILVERADO RANCH SUBDIVISION PHASES 7, 913, 11A & 11B NOT YET RECORDED IN PLAT BOOK ----, PAGE(S) ----, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. Curve Toble \ �Rp,G�RP\NPG Curve III Length Radius Delta Chord Bearing Chord \ QR\JP�PREP C1 4.49' 560.00' 0'27'35- S64'53'32'W 4.49' '\ G i p0 RPNCH 111.2 • i' 108.0 GRAPHIC SCALE i 0 15 30 / 1^ry / C•� 2 3 n•F1�P LOGS b-1 LP 0. •'co�ov Cry \ �ti 9yy� g OG� 12 PROpP�P OpR \ �� �. \.e• 4EN p�O9y0 \J a ��P.yON' o \J1'•� ON LOT CALCULATIONS \ LOT = 6,181 SO. FT. LIVING AREA = 1,672 SQ. FT. C0 \ 3 EN "51 GARAGE = 432 SO. FT. A;• �• ''• o ENTRY = 38 SQ. FT. LANAI = 96 SO. FT. PATIO = 0 SQ. FT. �• ti -js _:... DRIVEWAY = 303 SQ. FT. y�, A/C PAD = 12 SQ. FT. WALKWAY = 27 SQ. FT. N IMPERVIOUS = 427 = 2580 SQ. FT. �d ++. ,.•:- SOD = 3,601 SQ. FT. OFF LOT CALCULATIONS w\ _ RIGHT OF WAY = 819 SQ. FT. DRIVE APRON = 237 SQ. FT. PC PUBLIC S/W = 249 SQ. FT. -A. R N�OF SOD = 333 SQ. FT. / aeb\\ TOTALS AREA = 7,000 SO. FT. 0.DRIVEWAY = 540 SQ. FT. SIDEWALK = 276 SO. FT. \\ 9A6A (�G\�GGNC OF �1P SOD = 3,934 SQ. FT. \\ 5E ND� �PGGNeRR\JPtER \ �N6a�Epg� PREPARED FOR: \ A9>' E`' 6 �R a-RHOHHIN+ PI f�i�saNicar-'s,�uc! cr- BUILDING SETBACKS \ mo FRONT: 20' �Za\ REAR: 15' 9Z� SIDE: 5' (50' LOTS) \ 7.5' (55' & 60' WIDTH LOTS) LEGEND: SIDE STREET: 15' NOTES: — BUILDING SETBACK LINE PI POINT OF INTERSECTION PC POINT OF CURVATURE 1. ELEVATIONS SHOWN ARE PER LOT GRADING — CENTERUNE PT PONT OF TANGENCY PLANS PROVIDED BY THE CLIENT. — —— RIGHT OF WAY LINE RP RADIUS POINT PRC POINT OF REVERSE CURVATURE 2. ELEVATIONS ARE BASED ON NAVD 1988 XX.XX PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE DATUM. TYP TYPICAL PROPOSED DRAINAGE FLOW CS CONCRETE SLAB THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES (P) PER PLAT CONCRETE CALCULATED ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (C PLAT BOOK THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND A/C AIR CONDITIONER PGS PAGES OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK S/W SIDEWALK SQ. FT. SQUARE FEET LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY AND IS FOR INFORMATIONAL PURPOSES ONLY. F.I.R.M. FLOOD INSURANCE RATE MAP NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM THIS IS NOT A SURVEY D&UE DRAINAGE&UTILITY EASEMENT POE PRIVATE DRAINAGE THIS IS A PLOT PLAN ONLY PUE PUBLIC UTILITY EASEEASEMMENTENT FLOOD NOTE: SURVEYOR NOTES: I HAVE EXAMINED THE F.I.R.M. MAP NO. 12101CO288F, 1. THE SURVEYOR HAS NOT ABSTRACTED THE DATED SEPTEMBER 26. 2D14, AND FOUND THE SUBJECT PROPERTY LAND SHOWN HEREON FOR EASEMENTS, RIGHT APPEARS TO LIE IN ZONE'X', AREAS DETERMINED TO BE OUTSIDE THE OF WAY, RESTRICTIONS OF RECORD WHICH 0.2%ANNUAL CHANCE FLOODPLAIN. THE SURVEYOR MAKES NO MAY AFFECT THE TITLE OR USE OF THE LAND. GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF WAGON A5hft 3. NOT VALID WITHOUT THE AUTHENTIC TRAIL STREET BEING N64'39'45-E, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC ELECTRONIC SEAL OF A FLORIDA LICENSED REVISED: A M E R I C A N SURVEYOR AND AND MAPPER. (FIELD DATE:) U R �/E Y I N G ��"e uu., .:Digitally signed byJamesW Boleman SCALE: 1�= 30 FEET 3 s.•�;��•�°z` ,j DN:cn=James WBoleman, JB 8cM A P P I N G INC. e*,-',J•> OOAmerian5orveying&Mapping, APPROVED BY: f V - _.. CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 T•�° z ; email=jboleman@asmcorporate.com 180620 LOT 2, 3191 MAGUIRE BOULEVARD, SUITE 200 9 �•`::a.�.°•"••;'- c-us"�•; THE JOB NO. BLOCK 12 ORLANDO, FLORIDA 32803 2bmM Date:2018.09220}3009-04.00' FIRM (407) 426-7979 DRAWN BY-. DSB PLOT PLAN 09 20 2018 JL WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE