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PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 51, OAKS OF PASCO AS RECORDED .IN PLAT BOOK 80, PAGE(S) 113-118, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. ON LOT CALCULATIONS LOT . = 5,750 SQ. FT. LIVING AREA = 1,850 SQ. FT. GARAGE = 438 SQ. FT. ENTRY = 21 SQ. FT. LANAI = 90 SQ. FT. Curve Table PATIO = 0' SQ. FT. DRIVEWAY = 328 SQ. FT. Curve# Length Radius I Delta Chard Bearing Chord A/C PAD = 9 SQ. FT. C1 6.53' 1 55.00' 6.48'13' N07-41-50"W 6.53' WALKWAY = 29 SQ. FT: IMPERVIOUS = 48% = 2765 SQ. FT. O Line Table' SOD = 2.985 SQ. FT. O z OFF LOT CALCULATIONS Line # Direction Length 1" = 30' RIGHT OF WAY = 396 SQ. FT. GRAPHIC SCALE L.1 N0417'44-W 43.48' -DRIVE APRON = 57 SQ. FT. PUBLIC S/W = 250 SQ. FT. 0 15 30 SOD = 89 SQ. FT. TOTALS AREA = 6,146 SQ. FT. DRIVEWAY = 385 SQ. FT. SIDEWALK = 279 SQ. FT. SOD = 3,074 SQ. FT. O I 01 I N \ 80,Z0 9BS0 \ �h (NON—RADIAL) ' 115.39'�9. N85'4216"E -34.5 O o A C n 60.0' 20.5' 60.00' DI J O :2 r I•:.:� a PR o O Gr PROPOSED - (• COVERED HIGHGAIE — C01 $ c r m 1=z .'1, .':_'1 EN Y FINISHED FLOOR O - Q D pz j ?.,. 5.3' ELEVATION=91.05' o COVERED 1^lµ m 0 zA l o i 20.5' > LANAI ;i (p �O 0 n� I m I 5.0' N 9.0' O 1^ '< 5.3', m O m> yo I O 2 p >ScI� 0 O> z C I is 51.0' - -..Cp -34.5' - > m I iz A'40 W 20.5' N .. } h �'o '16"W 115.00' ' cnS8542 � W IN 1 r0 om I ---I m I tp PREPARED FOR: I o0 0 pI-te� �uy1rr��1.-) BUILDING SETBACKS FRONT: 20' REAR: .' 10' SIDE: 5' SIDE STREET: 15' LEGEND: NOTES: — BUILDING SETBACK LINE PI POINT OF INTERSECTION NT OF CURVATURE I 1. PROPOSED ELEVATIONS SHOWN HEREON ARE BASED — — CENTERLINE PT PC POPOINT OF TANGENCY ' ON THE APPROVED'ENGINEERING PLANS PREPARED — _ _ — RIGHT OF WAY LINE RP RADIUS POINT BY CORNELISON ENGINEERING & DESIGN INC. PRC POINT OF REVERSE CURVATURE 2. ELEVATIONS ARE BASED ON NAVD 1988 PROPOSED ELEVATION PCP PERMANENT CONTROL POINT DATUM. TYP TYPICAL PROPOSED DRAINAGE FLOW CS CONCRETE SLAB THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES (P). PER PLAT CONCRETE CALCULATED PB ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PB PLAT BOOK THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR A/C AIR CONDITIONER PGS PAGES OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING S/W SIDEWALK SO. FT. SQUARE FEET DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY CONSTRUCTION. F.I.R.M. FLOOD INSURANCE RATE MAP NAVD NORTH AMERICAN VERTICAL DATUM - SANITARY SE THIS IS NOT A SURVEY DE SS DRAINAGE EASEEMENT EASEMENT THIS IS A PLOT PLAN ONLY UE UTIUTY EASEMENT FLOOD NOTE: I HAVE EXAMINED THE F.I.R.M. MAP NO. 12101CO289F, DATED SURVEYOR NOTES: 19/26/2014, AND FOUND THE SUBJECT PROPERTY APPEARS TO UE IN 1. THE SURVEYOR HAS NOT ABSTRACTED,THE ZONE'AE°, DENOTES AREAS DETERMINED TO BE SPECIAL FLOOD HAZARD LAND SHOWN HEREON FOR EASEMENTS,'RIGHT AREAS SUBJECT TO INUNDATION BY THE 1%ANNUAL CHANCE FLOOD OF WAY, RESTRICTIONS OF RECORD WHICH EVENT, BASE FLOOD ELEVATIONS DETERMINED TO BE 88.5'. THE MAY AFFECT THE TITLE OR USE OF THE LAND. SURVEYOR MAKES NO GUARANTEES AS TO'THE ABOVE INFORMATION. - 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. LOCATED EXCEPT AS SHOWN. BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF A5M 3. NOT VALID WITHOUT-THE AUTHENTIC BRADFORD WOODS DRIVE BEING N0417'44°W, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC ELECTRONIC SEAL OF A FLORIDA LICENSED REVISED: A M E R I CA N SURVEYOR AND MAPPER. (FIELD DATE;) S U F�V E Y I N G �°�°�'�°' ' 1" = 30 FEET wtcuur BOO (I DigitallyUS.igned by i James Boleman SCALE: Q� s;�;:N••, v DN:r-US,st=Florida,l=Orlando, JB LTG MAPPING INC.. :J�� :•4`� —AMERICAN SURVEYING&MAPPING,. APPROVED BY: �6'" —L INC,—lames W Boleman, CERTIFICATION OF AUTHORIZATION NUMBER LB0393 may' .'.�� email=jboleman@asmmrporate.mm FOR 3191 MAGUIRE BOULEVARD, SUITE 200 ;•..,,"m p+� Date3020.10.071530.51-04'00' THE NO. 191105 LOT 51 ORLANDO, FLORIDA 32803 ��r °°°t Adobe Acrobat—Ion:11.0.23 FIRM REV. STRUCTURE 08/06/20 JIG (407) 426-7979 DRAWN BY.- RMB WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM 6485 DATE PLOT PLAN OB 04 2020 JG #