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PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 25, 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 = 5.940 SQ. FT. LIVING AREA = 1,850 SO. FT. GARAGE = 524 SQ. FT. Curve Table ENTRY = 21 SQ. FT. Curve // Length Radius Delta Chard Bearing Chord , LANAI = 154 SQ. FT. Ct 50.85' 230.00' 12'39'59" N16'55'39"E 50.74' PATIO = 0 SQ. F.T. DRIVEWAY = 348 SQ."FT. C2 95.40' 210.00' 26'01'41" N20'07'39'E 94.58' A/C PAD = 9• SQ. FT. C3 30.40' 210.00' 8'17'39" N2859'40"E 30.37' WALKWAY = 42 SQ. FT. IMPERVIOUS = 50% C4" 65.00' 210.00' 17'44'02" N15'58'49'E 64.74' 2948 SQ. FT. a SOD = 2,992 SQ. FT. OFF LOT CALCULATIONS RIGHT OF WAY = 407 SQ. FT. i DRIVE APRON = 57 SQ. FT. ill 30, PUBLIC S/W = 254 SQ. FT. SOD = 96 SQ. FT. GRAPHIC SCALE TOTALS 0 15 30 AREA = 6.347 SQ. FT. DRIVEWAY = 405 SQ. FT SIDEWALK = 296 SQ. FT. SOD = 3,088 SQ. FT. a. ICD I� I N l g9 ro O a J ~ 1 (NON_RADIAL) I Z 582.53,1 D 2" o o ti / 2o.s E 115.42' 9�69 I ;a t�3 ,0,..1 N w} 70.00' ABCwem 06 I O (9Itp o If / 5.3' a i y a V. z F— W z I m ry cap /3pS 0,0 S'a>`W 0 9.01 O m- ' — E`er b 51.0' :." 6.0 N82'S3 o ' O N82'53'12»w 2 O (REFERENCE BEARING 1 24. ' (NON—RADIAL) ) O 7 S - N � I O PREPARED FOR: -I I Ito� 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. _ CS TYPICAL � PROPOSED DRAINAGE FLOW CS CONCRETE SLAB " (P) PER PLAT THIS PLOT PLAN IS INTENDED FOR'PERMITTING PURPOSES CONCRETE (p) CALCULATED ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/c AIR CONDITIONER PB PLAT BOOK. " THE,PROPOSED STRUCTURE. THE CONTRACTOR AND/OR PGS 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 AGENCY CONSTRUCTION. F.I.R.M. FLOOD INSURANCE RATE MAP NAVD NORTH AMERICAN VERTICAL DATUM THIS IS NOT A SURVEY DE DRAINAGE EASEMENT SEWER EASEMENT l p NpT�HIS IS A PLOT PLAN ONLY NW❑ LIE UTILITY EASEMENT EXAM16 THE F.I.R.M. MAP NO. 12101CO452F, SURVEYOR NOTES: DATED 09/28/2014. AND FOUND THE SUBJECT PROPERTY APPEARS TO 1. THE SURVEYOR HAS NOT ABSTRACTED.THE.: LIE IN ZONE "X', AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL LAND SHOWN HEREON FOR EASEMENTS, RIGHT CHANCE FLOODPLAIN PER LOMR CASE NO, 20-04-2810A DATED OF WAY, RESTRICTIONS OF RECORD WHICH 05/14/2020. THE SURVEYOR MAKES NO GUARANTEES AS TO THE MAY AFFECT THE TITLE OR USE OF THE LAND. ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY UNE OF LOT A5.. M 3. NOT VALID WITHOUT THE AUTHENTIC 25 BEING NB2'53'12"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 RV E Y 1 N O i` " 1" = 30 FEET as�;V eo )Digiiallysigned by.I.—W Roleman SCALE: 6s�s,=nNy f*% DN:c=US,st=Flrridaj--Orlando, 8c M AP P I N G INC. _ �i',o=AMERICAN SURVEYING&MAPPING, APPROVED BY: J6 �`ri6S INC,cn=lames W Boleman, CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 email=jboleman@asmcorparate.cam FOR 191105 LOT 2 %5 3191 MAGUIRE BOULEVARD, SUITE 200 C� Date:2021.03.2916:00:16-"00'- THE � � " JOB NO. ORLANDO, FLORIDA 32803 ''�mmmioii�mm�@" ;",�. Adobe Acrobat version:11.0.23 FIRM DRAWN BY: RM8 PLOT PLAN 2 /14/202 J JG WWW.AMERICANSURVEYINGA DMAPPING.COM JAMES W. 60LEMAN PSM# 6485 DA 426-7979 TE PLOT PLAN 01 14 2021 JG