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• PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 1, BLOCK 2, ZEPHYR LAKES SUBDIVISION PHASES 1A, 2A, 213, AND 4A 'AS RECORDED IN PLAT BOOK 80, PAGE(S) 37-48, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. KNEAT 1 , `�De PRl q�OR DRIVEHr I ` F WAY CfTI NW11 7. CS Par _ CVo o cv 3U.- f. j5i GRAPHIC SCALE 0 1 rd7 pkJ .i:.; 0 15 30 CIF � ..:Zr3 :: Zap,J ge . 4.> CO �a ! �� % I / W co W 1 P l N o I o PROP GAF m4r Ave l SOT BLOCK 2 1 28.7' � 3x LET..':_: �re.3. ly ' N , BLOCK 2 p Zap• ; ^a�� . pp4 S� ^ �" ON LOT CALCULATIONS 9966 DRAINAGE TYPE A �" / �` LIVING AREA = 2,034 SQ. FT. GARAGE = 458 SQ. FT. \ / ENTRY = 25 SQ. FT. LANAI = 218 SQ. FT. \ g61 ENTRY SLAB = 23 SQ. FT. LA DRIVEWAY = 437 SQ. FT. I)S A A EA A/C PAD = 12 SQ. FT. (PfjjVWALKWAY = 36 SO. FT. IMPERVIOUS = 29% = 3243 SO. FT. SOD = 7,761 SO. FT. Curve Table OFF LOT CALCULATIONS PREPARED FOR: RIGHT OF WAY = 2991 SO. FT. Curve Length Radlue Delta, Chord Booting cl,ara DRIVE APRON = 152 SQ. FT. C1 74.28' 1161.00' 339'53' S74.38'54'E 74.25' PUBLIC S/W 1213 SQ. F. y��dbd/i �T!°' 40.92' 25.00 9347' 3T36 O8' N56' 'E 36.50' SOD = 1,626 SQ. FT. "imFl�`LGC�S� C2 ' TOTALS C3 3.65' 25.00' 821'21' N053322'E 3.64' AREA = 13.995 SO. FT. BUILDING SETBACKS C4 8&10• 1040.00' 4.41'17• S75'24.53•E 85.07' DRIVEWAY = 9 SO. FT. SIDEWALK = 12 1249 SO SQ. FT. FRONT: 22 C5 291.16' 1186.00' 14103'58- N73-IN59-W 290.43' SOD = 9.387 SO. FT. 13' REAR: ' GARAGE: CB 154.21'1 1186.OD' 727'00' N7632'28W 154.11' SIDE: 5' C7 138.95' 1188.00' 636'58' N6930'29W 136.87' SIDE STREET: 15' LEGEND: NOTES: 1. PROPOSED ELEVATIONS SHOWN HEREON ARE — —•— BUILDING SETBACK LINE PI POINT OF INTERSECTION BASED ON THE APPROVED ENGINEERING PLANS PC POINT OF CURVATURE PREPARED BY HAMILTON ENGINEERING & — — CENTERUNE PT POINT OF TANGENCY SURVEYING INC.. ———— RIGHT OF WAY LINE RP RADIUS POINT PRC POINT OF REVERSE CURVATURE 2. ELEVATIONS ARE BASED ON NAVD 198E PROPOSED ELEVATION PCP PERMANENT CONTROL POINT DATUM. TYP TYPICAL PROPOSED DRAINAGE FLOW CS CONCRETE SLAB THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ;::::: CONCRETE �Pj PEcuuTED 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 F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY CONSTRUCTION. F.I.R.M. FLOOD INSURANCE RATE MAP NAVD NORTH AMERICAN VERTICAL DATUM D&AE DRAINAGE&ACCESS EASEMENT THIS IS NOT A SURVEY DE DRAINAGE EASEMENT THIS IS A PLOT PLAN ONLY UE UTILITY EASEMENT(PUBLIC) FLOOD NOTE: SURVEYOR NOTES: I HAVE EXAMINED THE F.I.R.M. MAP NO. 12101CO293F, 1. THE SURVEYOR HAS NOT ABSTRACTED THE DATED 09/26/20K AND FOUND THE SUBJECT PROPERTY APPEARS TO LAND SHOWN HEREON FOR EASEMENTS, RIGHT UE 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 LOCATED EXCEPT AS SHOWN. BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTEASTERLY UNE OF A5hR 3. NOT VALID WITHOUT THE AUTHENTIC LOT 1 BLOCK 2 BEING S17'11'02'W, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC (FIELD DATE:) REVISED: A M E F21 CAN SURVEYOR ANDAMAPPER FLORIDA LICENSED r— 3D FEET SURVEYING .;L IYsgn by amen SCALE: '� Dual signed J w.Boieman SXt MAPPING INC. °"" :_ DN:—James W.Boleman,-Am.fl— q Surveying&Mapping.1—ou=HB, APPROVED BY: '� Gam: '---emal6Jbo1,man@asmcospztecom, CERTIFICATION OF AUTHORIZATION NUMBER LBJ6393 e' rus . FOR 3191 MAGUIRE BOULEVARD, SUITE 200 a�'y. Data.2020.02 616D952-05'00' JOB NO. 190901 LOT 1,BLOCK 2 ORLANDO. FLORIDA 32803 °0�a�•�•r' THE FIRM (407) 426-7979 DRAWN BY: RMB PLOT PLAN 02-26-20 JSO WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE