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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 32, BLOCK 18, SILVERADO RANCH SUBDIVISION PHASES 7, 9B, 11A AND 11B <br /> AS RECORDED IN PLAT BOOK 77, PAGE(S) 79-86, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> (REFERENCE BEARING) <br /> PI N8959.20'W 115.52• PI <br /> 19.07 — — 98.45�CEN7172LINE OF <br /> w 1 RIGHT OF WAY <br /> $81 I STELLA VAST DRIVE <br /> g TRACT "G" I <br /> PRIVATE RIGHT OF WAY <br /> & RP (WIDTH VARIES) <br /> I <br /> � I , <br /> o al I <br /> z �01 <br /> m <br /> GRAPHIC IC S0 act I I <br /> ;... .. . <br /> 15 30 m. ' <br /> IZ3 <br /> 36 <br /> Curve Table <br /> Curve/ Length Radius Delta Chord Bearing Chord I I <br /> C1 39.28' 25.00' 90'01'04' N4459'52'W 35.36' <br /> Line Table ——— <br /> Line/ Direction Length �, I ._..., '•:�35+'. <br /> L1 N8959'38'E 41:41' <br /> 14 <br /> con <br /> ON LOT CALCULATIONS 7.0, `'.. 6.0',i'r:^' 1 ..t tr- L' <br /> LOT m 7,425 SQ. FT. 1 21.3' Y :M 14.0• LtJ 11- <br /> I Z <br /> LIVING AREA = 1,828 S0. FT. i COVER 43' i qq I a> <br /> GARAGE - 430 SQ. FT. <br /> ENTRY = 16 SO. FT. K) I I I Q <br /> a <br /> LANAI = Be SQ. FT. � I I �o '. I <br /> PATIO = 0 SQ. FT. - I I I ILZ <br /> Uj <br /> DRIVEWAY = 360 SQ. FT. m <br /> A/C PAD = 12 SO. FT. LOT 31 I PROPOSED <br /> WALKWAY = 28 SQ. FT. I r� CAU I <br /> IMPERVIOUS = 37X BLOCK 18 3: w I „� 4EBB—D I I <br /> 2762 SQ. FT. o I FINISHED FLOOR I 1 a <br /> SOD 4,663 SO. FT. N 10 1 EEVATION-137.50' <br /> OFF LOT CALCULATIONS 1 I <br /> RIGHT OF WAY = 3225 SQ. FT. I I I <br /> DRIVE APRON = 184 SQ. FT.' I 39.67 <br /> PUBLIC S/W = 867 SQ. FT. 0O 1 110' I I <br /> SOD = 2,174 SO. FT.TOTALS Z 1 0� COVEREDI <br /> AREA = 10.650 SO. FT. 7 0. 2B 7 LANAI is 7' <br /> DRIVEWAY - 544 SO. FT. A/C LOT 32 I I <br /> SIDEWALK = 895 SQ. FT. �I BLOCK 18 I I <br /> SOD = 6,837 SQ. FT 1 7,425 SO. FT f <br /> I� DRAINAGE TYPE A _ J <br /> PREPARED FOR: <br /> 'J) <br /> I I <br /> D ii HONiiIN'amw _ _ 1 <br /> N89'59'20"W 66.39;�yti� <br /> BUILDING SETBACKS 1 <br /> FRONT: 22' LOT 33 <br /> REAR: 13, BLOCK 18 <br /> SIDE: 5' (50' LOTS) <br /> 7.5' (55' & 60' WIDTH LOTS) <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 —. BUILDING SETBACK LINE PI POINT OF INTERSECTION <br /> DATUM. 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 /> MINIMUM 5.00 FOOT WIDE DRAINAGE AND XX• PROPOSED ELEVATION PRC POINT OF REVERSE CURVATURE <br /> PCC POINT OF COMPOUND CURVATURE <br /> ACCESS EASEMENT REQUIRED PER PASCO PROPOSED DRAINAGE FLOW CS CONCRETE SLABICRE COUNTY LAND DEVELOPMENT CODE. S <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CON.CRETE �Pj c PERPLLAATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/C AIR CONDITIONER PB PLAT BOOK <br /> THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND S/W SIDEWALK PIGS PAGES <br /> OPTION UST FOR CONSTRUCTION. ALL BUILDING SET BACK SQ. FT. SQUARE FEET <br /> O F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCYNES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT F.I.R.M. FLOOD INSURANCE RATE MAP <br /> AND IS FOR INFORMATIONAL PURPOSES ONLY. NAVD NORTH AMERICAN VERTICAL DATUM <br /> NGVD NATIONAL GEODETIC VERTICAL DATUM <br /> THIS IS NOT A SURVEY D&AE DRAINAGE&ACCESS EASEMENT <br /> FIDE PRIVATE DRAINAGE EASEMENT <br /> THIS IS A PLOT PLAN ONLY PUE PUBLIC UTILITY EASEMENT <br /> PLE PRIVATE LANDSCAPE 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 /> 0.21E ANNUAL CHANCE FLOODPLAIN. 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 CENTERUNE OF STE LLA A5hA 3. NOT VAUD WITHOUT THE AUTHENTIC <br /> VAST DRIVE BEING N8959'20'9 PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> ELECTRONIC OF A <br /> (FIELD DATE:) REVISED: <br /> Am E FR I C A N SURVEYOR ANDAMAPPER FLORIDA LICENSED <br /> SCALE: 1 —30 FEET S U R \/E Y I N G o Digitaltys19nedbyJamesINBoleman <br /> r•;:� .G "DN:c=US Fl,st= orida,l=0rland0. <br /> JB 8cM A P P I N G INC. f��y y, _ "o=AMEBICAN SURVEY NG& <br /> APPROVED BY: •nj!nti MAPPING,INC,—J...W <br /> 150820 LOT 32 CERTIFICATION OF AUTHORIZATION NUMBER LB+6393 Ah^' • Boleman, <br /> BLOCK 18 3191 MAGUIRE BOULEVARD, SUITE 200 em:+:� ail=jboleman@asmcorpoat—RR <br /> JOB No. ORLANDO, FLORIDA 32803 ` r' Date.2020.o6.120a31a5-04'00' FIRM <br /> DRAWN BY. DSB WWWAMERICMISURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE <br /> PLOT PLAN 06-05-2020 JSO <br /> C , <br />