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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) PT <br /> LOT 54, BLOCK 6, 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. nm <br /> I A Z <br /> a^/e Table LOT 55 <br /> Curve/ Length Radius Delta Chard Bearing Chord I BLOCK 6 m <br /> Ct 51.02' 2140.00' 121'57' 50851'03'E 51.01' I I I I> v <br /> (REFERENCE BEARING) I <br /> C2 508.34' 2100.00' 1332'09' SO420'33'E 507.10' {L0 ,ry0',ry�' (NON—RADIAL) <br /> C3 453.CW 2100 W 1271*38' SO335'17'E 452.16' I O S87+24'28"E y D it 76 + �R> I N <br /> 1" <br /> C4 55.30' 2100.00' 130'31' S1031'22'E 55.29' .85 1 4 rGG — 30' <br /> I I 97.3' erAE �1+1 G PHI SCALE <br /> D'Pt fN. Oi;.i]UNdt s t✓1• Pi�ia�� II �'°<' � i aPREPARED FOR: n �3m 51.r I1 �oa c9OO <br /> yZ <br /> ow <br /> 0$�15 30 <br /> t I M Oo <br /> m <br /> ( iI o <br /> V N 4.r I CL <br /> a§ K) I— Q$w V. % 1 vI o mBUILDING SETBACKS = 4.o <br /> FRONT: 20' 2S I as M ,. I of 1` a �_< 8 ? :?:; ";•`•'' _ p <br /> REAR: 15' m CV <br /> SIDE 5' (50' LOTS) �S n� I ON LOT CALCULATIONS <br /> I Z I 59.er LOT = 9,091 SQ. FT. <br /> 7.5' (55' do 60' WIDTH LOTS) =O 97.3'• 5' I LIVING AREA = 1,828 SQ. FT. <br /> 1..;:.• . <br /> SIDE STREET: 15' = I s'DdWE "1 ;}' ' '+" 3y `': GARAGE 430 SQ. FT. <br /> NOTES: I '�� , ,,� "' ==4> - -- -- I ENTRY = 16 SQ. FT. <br /> 1. ELEVATIONS SHOWN ARE PER LOT GRADING '� '�� N87+24'28"V►I , ''' -- ',_, LANAI = 88 SQ. FT. <br /> PLANS PROVIDED BY THE CLIENT. I sf (NON—RADIAL) �86.97 $ N672r28'W ---� PATIO = 0 SQ. FT. <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 I i $^ 40.93' DRIVEWAY = 587 SO. FT. <br /> DATUM. A/C PAD — 12 SO. FT. <br /> 3. FOR ALL LOTS WHERE SIDE—YARD LOT 53 1 WALKWAY = 28 SQ. FT. <br /> SETBACKS ARE LESS THAN 7.50 FEET, A I I BLOCK 6 ' $ IMPERVIOUS o 33389 SQ. <br /> MINIMUN 5.00 FOOT WIDE DRAINAGE AND <br /> ACCESS EASEMENT IS REQUIRED PER PASCO <br /> SOD = 6,102 SQ. FT. <br /> COUNTY LAND DEVELOPMENT CODE. v OFF LOT CALCULATIONS <br /> 00 <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ° RIGHT OF WAY = SQ. FT. <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF / g' I DRIVE APRON = 200 S0. FT. <br /> THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND PUBLIC S/W = 267 SO. FT. <br /> OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK SOT = 871 SQ. FT. <br /> LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AREA = <br /> AND IS FOR INFORMATIONAL PURPOSES ONLY. AREA DRIVEWAY = 87 787 SQ. FT. <br /> S0. FT. <br /> THIS IS NOT A SURVEY SIDEWALK = 295 SQ. FT. <br /> THIS IS A PLOT PLAN ONLY PI SOD = 6,973 SO. FT. <br /> LEGEND: SURVEYOR NOTES: <br /> FLOOD NOTE: 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> I HAVE EXAMINED THE F014.. MAP FOUND <br /> 1 THE SUBJECT <br /> LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> DATED SEPTEMBER 26, 2014,AND FOUND THE SUBJECT PROPERTY <br /> 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 <br /> 0.2R ANNUAL CHANCE FLOODPLAIN. THE SURVEYOR MAKES NO PC POINT OF CURVATURE MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> GUARANTEES AS TO THE ABOVE INFORMATION.PLEASE CONTACT THE ——— CENTERUNE PT POINT OF TANGENCY <br /> LOCAL F.EM.A.AGENT FOR VERIFICATION. ———— RIGHT OF WAY LINE RP RADIUS POINT 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> PRC POINT OF REVERSE CURVATURE LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: PROPOSEDELEVATION POD POINT OF COMPOUND CURVATURE <br /> BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF PROPOSED DRAINAGE FLOW CS CONCRETE SLAB 3. NOT VALID WITHOUT THE AUTHENTIC <br /> A5flft <br /> LOT 54.BLOCK 6 BEING S8724'26'E, PER PLAT. (P) PER PUT ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> CONCRETE (C) CALCULATED A M E R I C A N ELECTRONIC <br /> RVEYOR AND MAPPER.FLORIDA LICENSED <br /> REVISED: PB PLAT BOOK <br /> ES S U R �/E Y I N G ""°'° <br /> (FIELD DATE:) A/C AIR CONDITIONER PBS PAG ui.w Digitally signed by Jim Boleman <br /> SCALE 1'—30 FEET S/W SIDEWALK SO. FT. SOUARE FEET ;,••a`h DN:cn=Jim Boleman, <br /> F.EM.A. FEDERAL EMERGENCY MANAGEMENT AGENCY BcM A P P I N G I N C.. ''t h'` "o=American Surveying& <br /> F.I.RM. FLOOD INSURANCE RATE MAP '-9°"°` Mapping,ou, <br /> APPROVED BY: NAVD NORTH AMERICAN VERTICAL DATUM CERTIFICATION OF AUTHORIZATION NUMBER LB/6393 email=Jboleman@asmcorporate. <br /> IODS20 LOT 54, NGVD NATIONAL GEODETIC VERTICAL DATUM 3191 MAGUIRE BOULEVARD, SUITE 20D +" •�;e*' ` com,c=US FOR <br /> BLOCK 6 D&UE DRAINAGE&UTILITY EASEMENT ORLANDO, THE <br /> JOB NO. POE PRIVATE DRAINAGE EASEMENT FLORIDA 32803 i'tl•` ,:'F, Date:2019.01.2416:0536-05'00' FIRM <br /> PUE PUBLIC UTILITY EASEMENT (407) 426-7979 <br /> DRAWN BY: DSB PLOT PLAN 1 23 19 RMB D&AE DRAINAGE&ACCESS EASEMENT WWW.AMEPJCANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE <br />