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PLOT PLAN DESCRIPTICIN:(AS FURNISHED) LOT 28, 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 = 2,196 SO. FT. GARAGE = 615 SQ. FT. ENTRY = 34 SQ. FT. LANAI = 260 SO. FT. PATIO = 0 SO. FT. DRIVEWAY = 347 SQ. FT. A/C PAD = 9 SQ. FT. WALKWAY = 32 SO. FT. IMPERVIOUS = 61% = 3493 SQ. FT. SOD = 2,257 SQ. FT. OFF LOT CALCULATIONS RIGHT OF WAY = 394 SQ. FT. DRIVE APRON = 57 SO. FT. PUBLIC S/W = 250 SO. FT. 1" = 30' SOD = 87 SQ. FT. MQ�SCALE TOTALS 0 15 30 AREA = 6,144 SO. FT. DRIVEWAY = 404 SQ. FT. SIDEWALK = 282 SO. FT. SOD = 2,344 SQ. FT. 0 GO 04 i6PS82*53.12 E OaFLOOD ZONE "AE" gi 20.00, _j S82 0 '53sl2"E 211.7' t6 115.00s 1 0 UD 5 D&AE" 66.0, Oa , o 0�_ z 76,00, 0 cq craf Lu • B.O. , C.) 4110 0 I p j: 10 0 a5NI 0 'cv b co LL_ SO tie c) 6.0. Do It:tu uj 00 _j -q- 0 10 2d,91 ca b zo WI T 64.01 .0 -c A/C 1 PREPARED FOR: '�tr N82*53'12 W 115. 0 27.3 00 p^1v FLOOD ZONE "X" cli 0 APPROXIMATE 100 YEAR FLOOD C) ELEVATION LINE PER FEMA FLOOD ZONE "AE" BUILDING SETBACKS FRONT- 20' REAR: 10, SIDE: 5' SIDE STREET: 15' NOTES: 1. PROPOSED ELEVATIONS SHOWN HEREON ARE BASED ON THE APPROVED ENGINEERING PLANS PREPARED LEGEND: BY CORNELISON ENGINEERING & DESIGN INC. 2. ELEVATIONS ARE BASED ON NAVD 1988 BUILDING SETBACK LINE PI POINT OF INTERSECTION DATUM. PC POINT OF CURVATURE 1 FOR ALL LOTS WHERE SIDE—YARD CENTERUNE PT POINT OF TANGENCY SETBACKS ARE LESS THAN 7.50 FEET, A RIGHT OF WAY LINE RP RADIUS POINT MINIMUM 5.00 FOOT WIDE DRAINAGE AND PRC POINT OF REVERSE CURVATURE PROPOSED ELEVATION POP PERMANENT CONTROL POINT ACCESS EASEMENT IS REQUIRED PER PASCO TYP TYPICAL COUNTY LAND DEVELOPMENT CODE. 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 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 D+AE F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY F.I.R.M. FLOOD ANCE RATE MAP CONSTRUCTION. NAVD NORTH INSUR AMERICAN VERTICAL DATUM SANITY SEWER THIS IS NOT A SURVEY DESSE DRAINAGE EASEMENTEASEMENT THIS IS A PLOT PLAN ONLY UE UTILITY EASEMENT FLOOD NOTE: I HAVE EXAMINED THE F.I.R.M. MAP NO. 121UIC0452F 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 DETERMINED TO BE SPECIAL FLOOD HAZARD AREAS SUBJECT Y6 OF WAY, RESTRICTIONS OF RECORD WHICH INUNDATION BY THE 1Z ANNUAL CHANCE FLOOD EVENT, WE 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. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCAL F.E.M.A. AGENT FOR VERIFICATION. LOCATED EXCEPT AS SHOWN. BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF A5M 3. NOT VALID WITHOUT THE AUTHENTIC BRADFORD WOODS DRIVE BEING N07*06'48"E, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTICELECTRONIC SEAL OF A FLORIDA LICENSED REVISED: M I—= F;Z I CAN SURVEYOR AND MAPPER. (FIELD DATE:) 43 U F:;,'\/I—=N'I r-J C�- Digitallysigned by James W Boleman • DN;�US,53=Florida,I=Orlando, SCALE: 1" = 30 FEET o-AMERICAN SURVEYING&MAPPING, Sc MAPPING INC. APPROVED BY: J13 com CER71FICATI0N OF AUTHORIZATION NUMBER LB#6393 FOR 3191 MAGUIRE BOULEVARD, SUITE 200 F '-Date:2021.01.04 7610:24-05,00, THE JOB NO. —191105 LOT 28 ORLANDO, FLORIDA 32803 Adobe Acrobat version:11.0.23 FIRM (407) 426-7979 DRAWN BY. DSB PLOT PLAN 12/30/2020 JG WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE L_