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PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 70, 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 = 1,662 SO, FT. GARAGE = 549 SQ. FT. ENTRY = 25 SQ. FT. LANAI = 199 SQ. FT. PATIO = 0 SO, FT. DRIVEWAY = 328 SQ. FT. A/C PAD = 9 SO. FT. WALKWAY = 47 SQ. FT. IMPERVIOUS = 49% = 2819 SO, FT. SOD = 2,931 SQ. FT. OFF LOT CALCULATIONS RIGHT OF WAY = 400 SQ. FT.' DRIVE APRON = 57 SO. FT. PUBLIC S/W = 250 SQ. FT. 1" = 30- SOD = 93 SQ. FT. GRAPHIC SCALE TOTALS 0 15 30 AREA = 6,150 SO. FT. DRIVEWAY = 385 SQ. FT. SIDEWALK = 297 SO. FT. SOD = 3.024 SQ, FT. 0) 0 115.0ol 0 34.5'. 0 A/C wl S825,3'1 2 YOE S62163 12-E 0 Lo ��w 60.ol 20.00, ii.-� Lu 0 lit+-Ld b 66.00- 20.5. ; ..l.----4 0 C) W L (D -u Z CC) 'o b wo� C5 -j jz�f - (0 In oz ': a: , 0 lw Y) v 11rc p q .9. zo b z- o,dF o 0 �i,�t -j a - w 00 W 0 7. lq- pv 0,- :ko 0 mv, ow I I !y co %c d z N82 b 22.51 CD co -53sl........... 0 LZ �c 115.0ol 9ql, 8 PREPARED FOR: BUILDING SETBACKS FRONT- 20' REAR: 10, SIDE: 5' SIDE STREET: 15' LEGEND: NOTES: BUILDING SETBACK LINE Pi POINT OF INTERSECTION 1. PROPOSED ELEVATIONS SHOWN HEREON ARE BASED PC POINT OF CURVATURE - CENTERLINE ON THE APPROVED ENGINEERING PLANS PREPARED RIGHT OF WAY LINE RP RADIUS PT PONTIUS POINT OF TANGENCY 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 CONCRETE (P) PER PLAT ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (C) CALCULATED THE PROPOSED STRUCTURE. THE CONTRACTOR AND OR SIDEWALK PGS OR A/C AIR CONDITIONER PB PLAT BOOK PAGES OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING S/w 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 NAND NORTH AMERICAN VERTICAL DATUM THIS IS NOT A SURVEY SSE SANTARY SEWER EASEMENT DE DRAINAGE EASEMENT THIS IS A PLOT PLAN ONLY UE UTILITY EASEMENT FLOOD NOTE: SURVEYOR NOTES: I HAVE EXAMINED THE KI.R.M. MAP NO. 12101CO452F, DATED 9/26/14, AND FOUND THE SUBJECT PROPERTY APPEARS TO LE 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT IN ZONE "X", AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL OF WAY, RESTRICTIONS OF RECORD WHICH CHANCE FLOODPLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO MAY AFFECT THE TITLE OR USE OF THE LAND. THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION, 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN BEARING BASIS- LOCATED EXCEPT AS SHOWN. 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 AUTHENTIC ^M E= F:;," I CAN ELECTRONIC SEAL OF A FLORIDA LICENSED (FIELD DATE.) REVISED: SURVEYOR AND MAPPER. Digitally signed by James W Boleman 4S Li F;,, I r,,j c� L 1,1 SCALE: 11" - 30 FEET A �4 &,; A N1, MERICAN SURVEYING& APPROVED BY. 4& MAPPING INC. trjF41�I.`i,%11 - vwssMAPPINCINC--=J.m"W CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 191105 LOT 70 3191 MAGUIRE BOULEVARD, SUITE 200 smcorporate.com FOR /IF—erniil k1wernanga JOB NO. ORLANDO, FLORIDA 32803 Date:2020.12.1414:48;39-05,W THE DRAWN BY: RMS (407) 426-7979 Adobe Acrobat version:11,0.23 FIRM PLOT PLAN 12/11/2020 JG WWW.AMERICANSURVEYINGANDMAPPiNG.COM JAMES W. BOLEMAN PSM# 6485 DATE