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PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 23, 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 = 6,274 SQ. FT. LIVING AREA = 2,162 SQ. FT. Curve Table GARAGE = 482 SQ. FT. Curve # Length Radius Delta Chord Bearing Chord ENTRY = 40 SQ. FT. LANAI = 260 SQ. FT. Cl 59.05' 134.00' 25'14'59" N1427'26"E 58.58' PATIO = 0 SQ. FT. C2 84.15' 154.00' 31'18'32" S17'29'13"W 83.1V DRIVEWAY = 352 SQ. FT. A/C PAD = 9 SQ. FT. C3 60.66' 154.00' 22'34'04" S13'06'59"W 60.27' WALKWAY = 41 SQ. FT. C4 23.49' 154.00' 8'44'28" S28'46'15"W IMPERVIOUS = 53% = 3346 SQ. FT. o SOD = 2,928 SQ. FT. Line Table Z OFF LOT CALCULATIONS 1" = 30' RIGHT OF WAY = 488 SQ. FT. Line # Direction Length GRAPHIC SCALE DRIVE APRON = 53 SQ. FT. L1 NOI-49-57"E 2.44' mmm 0 15 30 PUBLIC S/W = 308 SQ. FT. SOD = 127 SQ. FT. TOTALS AREA = 6,762 SQ. FT. DRIVEWAY = 405 SQ. FT. SIDEWALK = 349 SQ. FT. SOD = 3,055 SQ. FT. z� z FOB. ,h- O �2 o C-Q N /yam 7 7 I— / c S8253'12"E '54 (NON-RADIAL) O / J j 69 (REFERENCE.BEARING) a 3 S82-53'12'E 104.,84' 9 z4 Bea 3U / 1 2z.7' O Q-� a} / I O Q Q Q 0.7' Q -a tu3 ^ / 6.0' iro o j cJ� �z ow> zo� . -w i<w Cy cem<a: In w ObQa v I o o Q O-- a: >Q.N 80.00, 0 I U .� O a. I2.6' 70.o' p Z , _ _ _ _ _ l 0 PREPARED FOR: I " Nw< 1003 o / 118.65' � o I w w p" L: VEL I N J BUILDING SETBACKS FRONT: 20' REAR: 10' SIDE: 5' SIDE STREET: 15' LEGEND: NOTES: — BUILDING SETBACK LINE PI POINT OF INTERSECTION PC POINT 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 2. ELEVATIONS ARE BASED ON NAVD 1988 PROPOSED ELEVATION PCP PERMANENT CONTROL POINT DATUM. TYP TYPICAL PROPOSED DRAINAGE FLOW CS CONCRETE SLAB (p) PER PLAT (0) THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES coNCRETE CALCULATED ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (C 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 NAVO NORTH AMERICAN VERTICAL DATUM SANITY SER THIS IS NOT A SURVEY DEE DRAINAGE EASEMENT EASEVENT THIS IS A PLOT PLAN ONLY LIE UTILITY EASEMENT FLOOD NOTE: I HAVE EXAMINED THE F.I.R.M. MAP NO. 12101CO452F 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 ETO BE SPECIAL FLOOD HAZARDTARREASZSUBJECT"TOAREAS OF WAY, RESTRICTIONS OF RECORD WHICH INUNDATION,BY THE 1%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. 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 NORTHERLY LINE OF A5M 3. NOT VALID WITHOUT THE AUTHENTIC. LOT 32 BEING 582'53'12"E, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC ELECTRONIC SEAL OF A FLORIDA LICENSED (FIELD DATE:) REVISED: A M E` s R GC1 CAN SURVEYOR AND MAPPER. SU R V Y I N G _ Digitally signed byJames W Boleman SCALE: 1" = 30 FEET 'yi DN:c=U5,st=Florida,l=Orlando, $& MAPPING INC. � e'f� o=AMERICAN SURVEYING& APPROVED BY: JB " MAPPING,INC.c .1—s W CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 s nm oe Bolemary FOR 191105 LOT 23 3191 MAGUIRE BOULEVARD, SUITE 200email=jboleman@asmcorpoate.com JOB NO. ORLANDO, FLORIDA 32803 ';;;,`° Date:2020.12.1414:47:14-05'00' FIRM •'PLOT PLAN 12 07 20 20 JG Adobe Acrobatversion:11.0.23 DRAWN BY: RMB FLIT MODEL R 12 11 202o J WWWAMERICANSURVE)INGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE