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I PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 3, BLOCK 2, ZEPHYR LAKES SUBDIVISION PHASES 1A. 2A, 2B, AND 4A. AS RECORDED IN PLAT BOOK 80, PAGE(S) 37-48, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. P, FA T S \ so, T i of pR/� R�yT�R/� vT 8 OF q W y / aT GRAPHIC SCALE 46 l "" �1 0 15- 30 ///l � �� >.•lp�.ve• . (D / 14 D. ".,:`,•`fie O� ��`• o/ •.vim \ / \h. •..•,.fit',^::.�` N/ t oT i alum k0CA- irk j g �RppO % 'h ji-.� /� a / 4 Qb / Q1' ON LOT CALCULATIONS vP6, laVC 14t1�4� // '� LIVING AREA = 1.8136 SO. FT. 4;h / 0.acoo c / GARAGE = 455 SQ. FT. 0 �0) / 0 mo ENTRY = 30 SQ. FT. a j J LANAI = 165 SO. FT. PATIO = 0 SQ. FT. Vv CST DRIVEWAY = 434 SQ. FT. A/C PAD — 12 SQ. FT. 2 MPERVIAY = 32 SO. FT. — 2944 SO. FT. / SOD = 3,287 SO. FT: OFF LOT CALCULATIONS ov "' �QT �4/ RIGHT OF WAY = 720 SQ. FT. eL p C `3 / DRIVE APRON = 152 SO. FT. B, z / PUBLIC S/W = 276 SO. FT. \ l DR41;A Gr S knPf. TODDIES — 292 SO. FT. AREA = 6.951 SQ. FT. C2 DRIVEWAY = 506 SO. FT. g0� SIDEWALK = 308 SO. FT. ANoAC7 SOD = 3,579 SQ. FT. (PR A �f4 \ Curve Table Curve/ Length IRadlue Delta Chord Bearing Chord PREPARED FOR: Cl 55.07' 1161.00' 2'43'05• SSW44'21•E 55.07' fl'�i•HU "' C2 49.42• 1040.00' 2.43.21- S6859'15•E 49.41• FbQt'dGCi!� y�t�L{tsf� C3 291.16' 1188.00' 1403'58• N7313'59'W 290.43' d� C4 210.48' 1188.00' 1090.05' N75'10'55'W 210.20' BUILDING SETBACKS C5 80.68' 1186.00' 353'53• 1 NBBv5'58•W 80.67' FRONT: 22' GARAGE: 27' REAR: 13' SIDE: 5' 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 PONT OF CURVATURE PREPARED BY HAMILTON ENGINEERING & CENTERLINE PT POINT OF TANGENCY SURVEYING INC.. —- RIGHT OF WAY LINE RP RADIUS POINT 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 �C) CALC PER ULATED ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PB PLAT BOOK THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR 5/C AIR-CON ITIONER PGS PAGES OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING SO. FT. SQUARE FEET DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY INSURANCE CONSTRUCTION. NAVD NORTH AMERIAN VERTICAL DATUM D&AE DRAINAGE&ACCESS EASEMENT THIS IS NOT A SURVEY DE DRANAGE 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 09/26/2014.AND FOUND THE SUBJECT PROPERTY APPEARS TO LAND SHOWN HEREON FOR EASEMENTS, RIGHT UE IN ZONE'X',AREAS DETERMINED TO BE OUTSIDE THE 0.2X 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 NORTHWESTERLY LINE 3. NOT VALID WITHOUT THE AUTHENTIC OF LOT 3 BLOCK 2 BEING N1954'OrE,PER PLAT. A!5hAELECTRONIC SIGNATURE AND THE AUTHENTIC (FIELD DATE:) REVISED: A M IE=FRZ I CP.N ELECTRONIC SURVEYOR ANDAM OF A APPER FLORIDA LICENSED 1•— 30 FEET SURVEY 1 N G tt,�,ep DigdnllysignedbyJamesW.B,1— SCALE: as DX m=James w.Boleman, �_ A --Amed—S—eying&Wppingjln, �e MAPPING INC. APPROVED BY: JB ""' — ou aHB, CERTIFICATION OF AUTHORIZATION NUMBER LB/6393 em d=boleman@a m o pale.can, FOR 3191 MAGUIRE BOULEVARD, SUITE 200 ;,+'":�•�°' mus THE JOB NO. 190901 LOT 3,BLOCK 2 ORLANDO. FLORIDA 32803 Wte:2020AL26J6-ftl"YDD• FIRM - DRAWN BY. RMB WWW.AMERICANSUR PLOT PLAN 02-28-20 J50 VEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE