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PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 2, BLOCK 2, ZEPHYR LAKES SUBDIVISION PHASES 1 A, 2A, 2B, AND 4A AS RECORDED IN PLAT BOOK 80, PAGE(S) 37-48, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. P/ Fq T R �ROUspWg R GHT Or KAY Y \ �.-..;::::..., V I GRAPHIC 0 15 30 —J m \ B 1 / CO G p�K 2 W -W/ / �� ON LOT CALCULATIONS / R m $ / LOT = 5,241 SQ. FT. h/ b$ A / cl• LIVING AREA - 1,504 SO' FT. `~ / GARAGE = 390 SO. FT. / ENTRY 31 S0. FT. g Q / ah c / LANAI = 86 S0. FT. T PATIO = 0 S0. FT. 0 DRIVEWAY = 409 SQ. FT. 9�pCk3 A/C PAD = 12 sQ. FT. 2 2 WALKWAY = 59 SQ. FT. IMPERVIOUS = 4OX 1p. m = 2491 SQ. FT. / 3.m. /i3 j ((��a SOD = 3,750 SO. FT. ABC 0 � OFF LOT CALCULATIONS h_ RIGHT OF WAY = 720 SO. FT. N /04, DRIVE APRON = 152 SQ. FT. SOT 2 / SOD s/w _ 292 SQ. FT. /� TOTALS s,Zs/So Kr* , AREA = 6,961 SQ. FT. / DRIVEWAY = 561 SO. FT. SIDEWALK = 335 SO. F E ENO'cAP T F \ SOD = 4.042 SO. FT. (PR/VA �RFA Curve Table Curve/ Length Radius Delta Chord Bearing Chard PREPARED FOR: Cl 55.07' 1161.00' 243'05' S7127'25•E 55.07' C2 49.41' 1040.00' 2'43'19' S71'42'35'E 49.40' H'li'HORRIN' C3 291.18' 1188.00' 14ti3'58' N7313'59'W 290.43' C4 210.48' 1186.00' 1010'05' N75'10'55-W 210.20' BUILDING SETBACKS _ C5 1 80.68' 1 1186.00'1 353'53• Nsero8.56•W 60.67' FRONT: 20' GARAGE: 25' REAR: 15' SIDE: 5' SIDE STREET: 15' NOTES: LEGEND: 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 2 PRC POINT OF REVERSE CURVATURE ELEVATIONS ARE BASED ON NAVD 1988 XX•XX 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 CALCULATED ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/c AIR CONDITIONER IRS PLAT BOOK THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR 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 THIS IS NOT A SURVEY D&AE DRAINAGE&ACCESS EASEMENT DE DRAINAGE EASEMENT THIS IS A PLOT PLAN ONLY UE UTILITY EASEMENT(PUBUC) 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 FLOODPLIUN.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 SOUTEASTERLY LINE OF 3. NOT VALID WITHOUT THE AUTHENTIC LOT 2 BLOCK 2 BEING S1954'07'W, PER PLAT. AELECTRONIC SIGNATURE AND THE AUTHENTIC A M E R I CAN ELECTRONIC SEAL OF A FLORIDA LICENSED FIELD DATE:) REVISED: SURVEYOR AND MAPPER. SU RV IE=Y I N G 1)1 1.11ysigned by James W.ma LE: 1'=3D FEET .; "+� Bolen 8e M A P P I N G I N C_ °":� DN:cn=James W.Boleman, ,JB mow.. o=American Surveying& EDeY: CERTIFICATION OF AUTHORIZATION NUMBER LBd6393 ;t om j, MaPPIn9.In"ou=HB, .1( a 190801 LOT 2,BLOCK 2 3191 MAGUE BOULEVARD, SUITE 200 email=lboleman@asmcorpate.ca FOR •? m,c=US THE (407) 426-7979 ORLANDFLORIDA 32803 Date:2020.02.2616:to06os•0n FIRM RMB 428— �PLOT PLAN 02-26-20 JSO WWWAMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE