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' PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 1, BLOCK 19, 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 /> STELLA VAST DRIVE <br /> TRACT "G" <br /> 60' WIDE PRIVATE RIGHT OF WAY <br /> (REFERENCE BEARING) <br /> PI — N89'59'20-W _ 545.00' _ T _ •— /� PI_ - ., . <br /> 447.50' 97.50' CENTERUNE OF/ <br /> RIGHT OF WAY <br /> Vbl <br /> b o <br /> $ci <br /> M2 INLET <br /> Z <br /> o` -DRIVE` 09. Ix <br /> o <br /> yy I ,� �Y:.:" z <br /> 10'UE <br /> —io. ' W~ J 'a------a 1 — <br /> �GR PHIC SCALE <br /> :.: 0 15 30 . <br /> � i.n IIIII COEV4NEERTREFYD 4c.3a ERA I. III IIIIIIII <br /> WQQ9 <br /> co <br /> U7 PROPOSEDLOT 2 e� <br /> 3o <br /> BLOCK 19 L .0 ELEVATION 13700 <br /> p UJ �v <br /> O 39.67' ¢> <br /> O bI <br /> Z iR <br /> - mC <br /> 28 ON <br /> 55 3' <br /> A/C maWp <br /> ' <br /> - <br /> .. <br /> j o <br /> I I tO <br /> I <br /> LOT 1con <br /> �N _ BLOCK 19 I I <br /> _ _ _ <br /> ~ 7,634 SQ. FT f �— �J � <br /> DRAINAGE TYPE A <br /> '3s I I <br /> —.—.—.—- I I I ON LOT CALCULATIONS <br /> N89'59'20"W 67.50' LOT = 7.634 SQ. FT. <br /> ya LIVING AREA = 1,828 SQ. FT. <br /> GARAGE = 430 SQ. FT. <br /> ENTRY = 16 SO. FT. <br /> LOT 17 LOT 18 i I LANAI = 88 SQ. FT. <br /> BLOCK 19 ' BLOCK 19 PATIO = 0 SQ. FT. <br /> DRIVEWAY = 360: SQ. FT. <br /> A/C PAD = 12 SQ. FT. <br /> PREPARED FOR: WALKWAY = 28 SQ. FT. <br /> U'R'HORIDN'ate''. I IMPERVIOUS == 276762 SQ. FT. <br /> epecua''s Curve Table SOD = 4,872 SQ. FT. <br /> OFF LOT CALCULATIONS <br /> Curve III Length I Radlue I Delta Chord Bearing Chord RIGHT OF.WAY = 3393 SQ. FT.. <br /> C1 1 39.27'1 25.00'1 90ro0-00' S44-59.20-E 35.36' DRIVE APRON = 228 SO. FT. <br /> BUILDING SETBACKS PUBLIC S/W = 1101 SQ. FT. <br /> SOD = 2,064 SQ. FT. <br /> FRONT: 22' Una Table TOTALS <br /> REAR: 13' Una I Dlreetlon Length AREA = 11.027 SQ' FT. <br /> SIDE: 5' (50' LOTS) DRIVEWAY = 588 SQ. FT. <br /> 7.5' (55' & 60' WIDTH LOTS) L7 S89'59'20'E 42.50' <br /> SIDE STREET: 15' SIDEWALK = 1129 SQ. FT. <br /> SOD = 6.936 SO. FT. <br /> NOTES:. <br /> 1. ELEVATIONS SHOWN ARE PER LOT GRADING <br /> PLANS PROVIDED BY THE CLIENT. LEGEND: <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 <br /> DATUM. —•— •—' BUILDING SETBACK LINE PI POINT OF INTERSECTION <br /> 3. FOR ALL LOTS WHERE SIDE—YARD _ PC POINT OF CURVATURE <br /> SETBACKS ARE LESS THAN 7.50 FEET, A CENTERUNE PT POINT OF.TANGENCY <br /> MINIMUM'5.00 FOOT WIDE DRAINAGE AND — ——— RIGHT OF WAY LINE RP RADIUS POINT <br /> PRC POINT OF REVERSE CURVATURE <br /> ACCESS EASEMENT IS REQUIRED PER PASCO f PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE <br /> COUNTY LAND DEVELOPMENT CODE. TYP AL <br /> PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> THIS PLOT'PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE r (P) PER PLAT <br /> .. - <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (C) CALCULATED <br /> PLAT BOOK <br /> THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND A/C AIR CONDITIONER PGS PAGES <br /> OPT10N LIST FOR CONSTRUCTION. ALL BUILDING SET BACK S/W SIDEWALK SQ. FT SQUARE FEET <br /> LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT UE UTILITY EASEMENT F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> AND IS FOR INFORMATIONAL PURPOSES ONLY. D&AE DRAINAGE&ACCESS EASEMENT F.I.R.M. FLOOD INSURANCE RATE MAP <br /> NAVD NORTH AMERICAN VERTICAL DATUM <br /> THIS IS NOT A SURVEY D&UE DRAINAGE d&UTILnITCY'YEASEMENTATUM <br /> THIS IS A PLOT PLAN ONLY PUE DRAINAGE PRIVATE EASEMENT PUBUC UTILITY 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 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 /> LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: <br /> BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF STELLA A5hft 3. NOT VALID WITHOUT THE AUTHENTIC <br /> VAST DRIVE BONG N8"9'20'W,PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> A M E R 1 CA N ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> IFIELO DATE:.) REVISED: SURVEYOR AND MAPPER. - <br /> SU R V E Y I N G «,, A.Digitally signed by James W.. <br /> 1'= 30 FEET +%S "aor I Boleman <br /> SCALE: MAPPING INC. :;`� __'., !s ON:m=lames W.Boleman, <br /> uu" $o—American Sumying&Mapping, <br /> APPROVED BY: `B 44??�--is—Inc,au=HB, <br /> CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 a,.,e p_.email=ltioleman@asmcoipate.com,FOR <br /> .180820 LOT.1, 3191 MAGUIRE BOULEVARD, SUITE 200 M�;:•°' s c=us THE <br /> JOB No. BLOCK 19 ORLANDO. FLORIDA 32803 !w' Date:2020.02.2709:0:39-05'00' LDATE <br /> DRAWN BY: DSB WWW.AMERICA(NSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM 6485 <br /> PLOT PLAN 02 26 2020 JG .# <br />