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PLOT PLAN DESCRIPTICIN:(AS FURNISHED) LOT 53, 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 SO. FT. LIVING AREA = 1,651 SQ. FT. GARAGE = 416 SQ. FT. ENTRY = 100 SQ. FT. LANAI = 260 SQ. FT. PAT10 = 0 SQ. FT. DRIVEWAY = 328 SQ. FT. A/C PAD = g SQ. FT. WALKWAY = 30 SQ. FT. IMPERVIOUS = 49% = 2794 SQ. FT. SOD = 2,956 SQ. FT. OFF LOT CALCULATIONS RIGHT OF WAY = 400 SQ. FT. z DRIVE APRON = 57 SQ. FT. PUBLIC S/W = 250 SQ. FT. 1" = 30' SOD = 93 SQ. FT. GRAPHIC SCALEM!" TOTALS 0 15 30 AREA = 6,150 SQ. FT. DRIVEWAY = 385 SQ. FT. SIDEWALK = 280 SO. FT. SOD = 3,049 SQ. FT. -0>m P, *&16 � 4N. 20-OW——4 85,42 11. 00 -01 bt 0 29.8' rn rn FLOOD ZONE'X. c-'l 21 0> A. ---Ao 4h. A >o 201.5- t" > f, ASS 0! M "n US Z. 0 rn 7-0 P* >> z ha b--4 is rn pt Eli ;0 FLOOD ZONE "AE" rn cp rrl 0 > APPROXIMATE DEUNEA11ON LINE A 0 * SCALED FROM FEMA MAP 64.67 cc) pC? 54.7' 0 ia 2 q IS8 .42 216 SSW % 115-00' 0 FLOOD ZONE"X' I --I Ln PREPARED FO R: 0 BUILDING SETBACKS FRONT' 20' REAR: lo' SIDE: 5' SIDE STREET. 15' LEGEND: NOTES: BUILDING SETBACK LINE PI POINT OF INTERSECTION PC PONT OF CURVATURE 1. PROPOSED ELEVATIONS SHOWN HEREON ARE BASED CENTERLINE PT POINT 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 PROPOSED ELEVATION PCP PERMANENT CONTROL POINT 2. ELEVATIONS ARE BASED ON NAVD 1988 TYP TYPICAL DATUM. PROPOSED DRAINAGE FLOW Cs CONCRETE SLAB (p) PER PLAT THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE (C) CALCULATED ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PB PLAT BOOK THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR A/C AIR CONDITIONER PCs PAGES OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING S/W SIDEWALK SQ. FT, SQUARE FEET DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCYF.I.R.M. FLOOD INSURANCE RATE MAP CONSTRUCTION. NAVD NORTH AMERICAN VERTICAL DATUM SSE SANITARY SEWER EASEMENT THIS IS NOT A SURVEY DE DRAINAGE EASEMENT THIS IS A PLOT PLAN ONLY UE UTILITY EASEMENT FLOOD NOTE: I HAVE EXAMINED THE F.I.R.M.MAP NO.12101CO289F SURVEYOR NOTES: DATED 09/26/2014 AND FOUND THE SUBJECT PROPERTY APPEARS TO UE 1. THE SURVEYOR HAS NOT ABSTRACTED THE PARTIALLY IN ZONE*X'&'AE". ZONE'X", AREAS DETERMINED TO BE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN ZONE"AE' AREAS OF-WAY, RESTRICTIONS OF RECORD WHICH DETERMINED TO BE SPECIAL FLOOD HAZARD ARUS SUBJECT�6 INUNDATION BY THE iX ANNUAL CHANCE FLOOD EVENT,BASE FLOOD MAY AFFECT THE TITLE OR USE OF THE LAND. ELEVATIONS DETERMINED TO BE 88.5'. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION.PLEASE CONTACT THE 2. Nd','UNDERGROUND IMPROVEMENTS HAVE BEEN LOCAL F.E.M.A. AGENT FOR VERIFIC TION. LOCATED EXCEPT AS SHOWN. BEARING BASIS: NOT VALID WITHOUT THE AUTHENTIC BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF 3. ELECTRONIC SIGNATURE AND THE AUTHENTIC BRADFORD WOODS DRIVE BEING N0417-44-W, PER PLAT. ELECTRONIC SEAL OF A FLORIDA LICENSED REVISED: SURVEYOR AND MAPP&&611yst,n.dby)..-W (FIELD DAM.) U RV F= Solem n - 30 FEET SCAUE: 1 �11' —AMERICAN SURVEYING& 4& MAPPING INC. 44' w MAPPING,INC.,cn-James W APPROVED BY. CERTIFICATION OF AUTHORIZATION NUMBER,113#6393 M. 3191 MAGUIRE BOULEVARD, SUITE-�,200, 191105 LOT 53 , T , m ORLANDO, FLORIDA 3280 FIRM 2020.06.04 07:18:16-04'00' JOB NO. — (407) 426-7979, Date. DRAWN BY: RMB WWW.AMERICANSURVEYINGANOMAPP` JAM ES ES W. BOLEMAN PSM# 6485 OASI 1 PLOT PLAN 06/01/2020 JG