Laserfiche WebLink
PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 9, BLOCK 7, SILVERADO RANCH SUBDIVISION PHASES 7, 9B, 11A & 11B <br /> AS RECORDED IN PLAT BOOK 77, PAGE(S) 79-86, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> Curve Table <br /> Curve* Length Radius Delta Chad Bearing Chord <br /> C1 57.83' 2060.00' 138'30' NO9D2'43'W 57.83' <br /> C2(P) 54.54' 1803.39' 1'43'58' SO9V0'46'E 54.54' <br /> C2(C) 54.5V 1935.00' 138'54' S09MV32'E 54.54' <br /> C3 508.3V 2100.DO' 1352.09' SD420'33'E 507.10' <br /> C4 456.01' 2100.00' 1228'30' 50337'43'E 45512' n <br /> C5 52.33' 2100.00'1 125'39' 1 S1033'48'E 52.32' <br /> z <br /> 1" = 30' <br /> PT LOT 10 GRAPHIC SCA <br /> 0 Z� BLOCK 7 15 30 <br /> —ti O PDE — <br /> g�RIN� ,ry0 1 03 M MANHOLE <br /> NOWT FIELD LOCATED <br /> I ►- •39 32 <br /> �• N81 0 � � <br /> 10'POE cS µ.B' <br /> W. <br /> J — —51.7 c L -4 N <br /> A A0 Z <br /> 0�0 1• �� <br /> 0 rc I o i I� `Z G� tn0 I m n <br /> �m v •4.7 $ t0 Y <br /> 4A <br /> �nlTt� I� 20.8' 4.7' <br /> 44.8 <br /> 0. <br /> 125.0 ,ry <br /> I 1 a SVo —RADIAL) <br /> V 1 <br /> Neon Dj E� LOT <br /> 8 <br /> $1 1 <br /> I BLOCK 7 <br /> i <br /> C ON LOT CALCULATIONS <br /> £rZn LOT = 7,023 SQ. FT. <br /> LIVING AREA = 1,828 SO. FT. <br /> GARAGE = 430 SQ. FT. <br /> ENTRY = 16 SQ. FT. <br /> LANAI - 88 SQ. FT. <br /> PATIO = 0 SO. FT. <br /> 1 DRIVEWAY - 466 SQ. FT. <br /> A/C PAD = 12 SQ. FT. <br /> WALKWAY = 27 SO. FT. <br /> IMPERVIOUS = 41% <br /> = 2867 SQ. FT. <br /> PREPARED FOR: P, SOD = 4,156 SQ. FT. <br /> OFF LOT CALCULATIONS <br /> B•H•1101MEW „ & RIGHT OF WAY = 1472 SO. FT. <br /> �Iii""-cw" ,;ar DRIVE APRON = 199 SQ. FT. <br /> PUBLIC S/W = 290 SQ. FT. <br /> BUILDING SETBACKS SOD <br /> TOT = 9e3 SO. Fr. <br /> TOTALS <br /> FRONT: 20' AREA = 8,495 SO. FT. <br /> REAR: 15, DRIVEWAY = 665 SO. FT. <br /> SIDE: 5' (50' LOTS) SIDEWALK = 317 SO. FT. <br /> 7.5' (55' & 60' WIDTH LOTS) SOD = 5.139 SQ. FT. <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 <br /> DATUM. - - - BUILDING SETBACK LINE PI POINT OF INTERSECTION <br /> 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 LINE RP RADIUS POINT <br /> MINIMUN 5.00 FOOT WIDE DRAINAGE AND 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 PROPOSED DRAINAGE FLOW CS COCRE CONCRETE SLAB <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES 0 CONCRETE (P) PER PLAT <br /> CALCULATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PE? PUT e00K <br /> THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND A/C AIR CONDITIONER PGS 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. RI.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&AE DRAINAGE&ACCESS EASEMENT <br /> THIS IS A PLOT PLAN ONLY POE PRIVATE DRAINAGE EASEMENT <br /> PUE PUBLIC U71UTY 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 FLOOOPLNN. 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 /> BEARING BASIS: <br /> LOCATED EXCEPT AS SHOWN. <br /> BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 9, A5hA 3. NOT VALID WITHOUT THE AUTHENTIC <br /> BLOCK 7 BONG N8139'32E, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> A M <br /> (FIELD DATE:) REVISED: <br /> E F2 I C A N ELECTRONIC <br /> LE TR O I ASEAL OF A FLORIDA LICENSED <br /> SCALE: <br /> 1'=30 FEET S U R V E ')-I N G sy.:;„;v eo Dlgitallysigned byJim Soleman <br /> ••�G DN:cn=Jim Boleman,—American <br /> BcM APPING INC. °" `�,y <br /> Surveying&Mapping,ou, <br /> APPROVED BY: `� CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 ;:Fl. m email=Jboleman@azmcorporate.c <br /> 180820 LOT 9, 3191 MAGUIRE BOULEVARD. SUITE 200 q;..^ ..•,`,+ om,r-US FOR <br /> JOB NO. BLOCK 7 THE <br /> ORLANDO, FLORIDA 3280E *' Date:2019.01280&2156-05'00' FIRM <br /> DSB <br /> (407) 426-7979 DATE <br /> DRAWN BY: PLOT PLAN O1 23 2019 JL WWW.AMERICANSURVEYlNGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 <br />