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PLOT PLAN DESCRIPTION:(AS FURNISHED) PT LOT 55, BLOCK 6, SILVERADO RANCH SUBDIVISION PHASES 7, 9B, 11A & 11B AS RECORDED IN PLAT BOOK 77, PAGE(S) 79-86, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. Curve Table Curve III Length Radius Delta Chord Bearing Chord I I � Cl 50.79' 2140.00' 1z1'35• SO7z9.17•E 50.78' LOT 56 C2 506.34' 21DO.00' 13'5rO9' SO42W33•E 507.10' I BLOCK 6 C3 351.17' 2100.00' 9'34'52' S0211'54•E 350.76' I = 04 157.17' 21DO.00 417'17• S09-07.59•E 157.13• I I `r�9�,,U�� « RC TEARING) I 1" = 30' PREPARED FOR: i HIC SCALE S87'24'28"E 167.97' ?�`�' N67z4'28•W 1 to 0 15 30 D-RR'/14DiR/ N-� > 0 I 105.2' � � C 5'DQtAE u -- 40_56' — OIo, � N -- tbtJf'CSL2=S y?LLESi' 8 0 I I 40.T — --- CZ a I Fa BUILDING SETBACKS _is-- w Z. W a cV I i m W O \ v }t.' :m:`.. .o;.:, :.t.:: r�-REDO FRONT: 22' �m �m M �� n o 'wo a g9 �$ woc)�70 REAR: 15' I m i- o K8 20' �;:..r-1;:ai:i% ,:,, '.. ON LOT CALCULATIONS SIDE: 5 71 (50' LOTS) SSI 7.5' (55' & 60' WIDTH LOTS) xo o a ;`� 3 I MI} � ` po• _': I I y n LOT = 8,615 SQ. FT. ag m o .0 1 SIDE STREET: 15' ^O o n < = LIVING AREA = 1,104 SQ. FT. x I O o;.; ' I GARAGE = 437 SQ. FT. m 8.0 NOTES: Z I a=�: 4267' 1 "t ENTRY = 43 SQ. FT. 1. ELEVATIONS SHOWN ARE PER LOT GRADING 1 3' 7, 1 LANAI = 0 SO. FT. PLANS PROVIDED BY THE CLIENT. I 5'D&AE '^ - 3 PATIO = 80 SQ. FT. 2. ELEVATIONS ARE BASED ON NAVD 1988 °'A �� .aa N87*24'28"WDATUM. N A/C DRIVEWAY 527 SQ. FT. 3. FOR ALL LOTS WHERE SIDE-YARD I I s m d (NON-RADIAL) 176.85' I WALKWAY = 30 SQ. FT. SETBACKS ARE LESS THAN 7.50 FEET, A I 1�ro IMPERVIOUS = 26% MINIMUN 5.00 FOOT WIDE DRAINAGE AND I I .ry 1 = 2263 SQ. FT. ACCESS EASEMENT IS REQUIRED PER PASCO I SOD = 6.352 SO. FT. COUNTY LAND DEVELOPMENT CODE. OFF LOT CALCULATIONS LOT 54 1 RIGHT OF WAY = 1233 SO. FT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES BLOCK 6 DRIVE APRON = 203 SQ. FT. ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF I PUBLIC S/W = 242 SO. FT. THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND SOD - 788 SO. FT. OPTION UST FOR CONSTRUCTION. ALL BUILDING SET BACK TOTALS LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AREA = 9.848 SQ. FT. AND IS FOR INFORMATIONAL PURPOSES ONLY. PI DRIVEWAY = 760 SO. FT. THIS IS NOT A SURVEY SIDEWALK = 272 SO. FT. THIS IS A PLOT PLAN ONLY SOD = 7.140 SO. FT. FLOOD NOTE: LEGEND: SURVEYOR NOTES: I HAVE EXAMINED THE F.I.R.M.MAP NO.12101CO288F, 1. THE SURVEYOR HAS NOT ABSTRACTED THE HAVE SEPTEMBER 26. 2014,AND FOUND THE SUBJECT PROPERTY LAND SHOWN HEREON FOR EASEMENTS, RIGHT APPEARS TO UE IN ZONE•X•,AREAS DETERMINED TO BE OUTSIDE THE —•—•— BUILDING SETBACK LINE PI POINT OF INTERSECTION OF WAY, RESTRICTIONS OF RECORD WHICH 0.2%ANNUAL CHANCE FLOODPLAIN. THE SURVEYOR MAKES NO PC POINT OF CURVATURE MAY AFFECT THE TITLE OR USE OF THE LAND. GUARANTEES AS TO THE ABOVE INFORMATION.PLEASE CONTACT THE ——— CENTERUNE PT POINT OF TANGENCY LOCAL F.EM.A.AGENT FOR VERIFICATION. ———— RIGHT OF WAY LINE RP RADIUS POINT 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN PRC POINT OF REVERSE CURVATURE LOCATED EXCEPT AS SHOWN. BEARING BASIS: PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF CS CON PROPOSED A5hft 3. NOT VALID WITHOUT THE AUTHENTIC LOT 55. BLOCK 6 BEING S87z4'28•E, PER PLAT. ED DRAINAGE FLOW CS �CRETE SLAB ELECTRONIC SIGNATURE AND THE AUTHENTIC PLAT ELECTRONIC SEAL OF A FLORIDA LICENSED ' CONCRETE (C) CALCULATED NA E C A IC FR I I SURVEYOR AND MAPPER. (FIELD DATE:) REVISED: PB PLAT BOOK A/C AIR CONDITIONER P(S PAGES S U FR V E Y I N G oleman SCALE: 1'-30 FEET S/W SIDEWALK SO.FT. SOUARE FEET �'e•A+: oNDig'c Ii 11m Bo emigned yan o Jim BAmerkan F.EM.A. FEDERAL EMERGENCY MANAGEMENT AGENCY K3cM A P P I N G I N C. " APPROVED BY: `B F.I.R.M. FLOOD INSURANCE RATE MAP . SurveyingleMapping,ou, NAVD NORTH AMERICAN VERTICAL DATUM CERTIFICATION OF AUTHORIZATION NUMBER LB/6393 emac:-Us lemanpasmcorporatec _ 1ODB20 LOT 55, NGVD NATIONAL GEODETIC VERTICAL DATUM „".r�•,°.".�` 3191 MAGUIRE BOULEVARD, SUITE 200 a .•om,c=US. FOR JOB NO. BLOC(6 D&UE DRAINAGE&UTILITY EASEMENT ORLANDO, FLORIDA 32803 Date:2o19.at.2476:06:44-os'0o' THE POE PRIVATE DRAINAGE EASEMENT FIRM DS8 RDRAWN BY & E DRAINAGE Af S EASEMENT WWW.AMERICANSURVEYINGANDMAPPING.COMDA DAUC ETIEA J 426-7979 AMES W. BOLEMAN PSM# 6485 DATE PLOT PLAN 1 23 19 RMB