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PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 6, BLOCK 1, ZEPHYR LAKES SUBDIVISION PHASES IA. 2A, 2B, AND 4A AS RECORDED IN PLAT BOOK 80, PAGE(S) 37-48, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. ca Fo— Ck m 14 i m m > . *> SC LE S89*47'00"/E 125.12' 6 m o8 _256tff 1z 0 15 30 V D&AE m 4- : --- ----- cd 0 iD ITT cn:F 32.8' 26, OSFA .151 `2-5' .c; c. 0 ISO Wk, KO(YR— a) rTi 0 f CL 3 .ROO >> On m 0 > r .6rri 40.6. 9 cn '0. -- 5 0 ZONE FL OR ?&- i ON LOT CALCULATIONS ,ftkf. I LOT = 8,728 SO. FT. 88.0 i pEL1NEAMpP. LIVING AREA = 1,844 SO. Fr. 10)00 00 GARAGE = 437 D TOIAE ENTRY = 71 SO. FT. LANAI = 139 SO. FT. PATIO = 0 SO. Fr. Line Table DRIVEWAY = 411 SO. FT. EEDirection Length A/C PAD = 12 SO. FT. - WALKWAY = 32 SO. FT. Ll IS00-I3'OWW110,16, IMPERVIOUS = 347. = 2946 SO. FT. SOD = 5.782 SO. FT. Curve Table OFF LOT CALCULATIONS Curve Length Radlua Delta Chord Bearing Chord RIGHT OF WAY = 506 SO. FT. DRIVE APRON — 151 SO. Fr. at 31.46' EKLOO' 2231*41' SII'02!51'E 31.25, PUBLIC S/W = 203 SO. Fr. :.W. SOD — 152 SO. FT. C2 86,60' 55.00' 90'ISOO" S4453'30'E 77.93' TOTALS C3 21.63! 56.00' 22*3141" SII'OrS1l*E 21.49' AREA = 9,234 SQ. FT. PREPARED FOR: 55.004 DRIVEWAY = 562 SQ. FT. C4 84.97 55.00' 67*41*19' S56*09'21'F 91-28' SIDEWALK = 235 SQ. FT. 11-11-H011HIN'Ry"ri. SOD = 5,934 SQ. FT BUILDING SETBACKS FRONT- 20' GARAGE: 25' REAR: 15' SIDE' 5! SIDE STREET- 15! LEGEND: NOTES: 1. PROPOSED ELEVATIONS SHOWN HEREON ARE BUILDING SETBACK LINE PI POINT OF INTERSECTION POINT BASED ON THE APPROVED ENGINEERING PLANS PC POCENTERUNE PT POINT OF TANGENCY CURVATURE EA PREPARED BY HAMILTON ENGINEERING & RIGHT OF WAY LINE RP RADIUS POINT SURVEYING INC.. PAC 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 (P) PER PLAT THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE (C) CALCULATED 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 SQ. FT. SQUARE FEET DIMENSIONS. AND LAYOUT SHOWN HEREON PRIOR TO ANY F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCYF.I.R.M. FLOOD INSURANCE RATE MAP CONSTRUCTION. NAVD NORTH AMERICAN VERTICAL DATUM D&AE DRANAGE&ACCESS THIS IS NOT.A SURVEY DE DRAINAGE EASEMENT EASEMENT THIS IS A PLOT PLAN ONLY UE UTILITY EASEMENT(PUBLIC) FLOOD NOTE: I HAVE EXAMINED THE F.I.R.M.MAP NO.12101CO293F, SURVEYOR NOTES: DATE V2 0 62014,AND FOUND THE SUBJECT PROPERTY APPEARS TO UE 1. THE SURVEYOR HAS NOT ABSTRACTED THE PAR TIALL IN ZONE"X&Ar.ZONE'r.AREAS DETERMINED TO BE LAND SHOWN HEREON FOR EASEMENTS. RIGHT OUTSIDE THE 0.2X ANNUAL CHANCE FLOOOPLAIN.ZONE'AE.DENOTES OF WAY, RESTRICTIONS OF RECORD WHICH AREAS DETMfNED TO BE SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION BY THE IX ANNUAL CHANCE FLOOD EVEN;BASE FLOOD MAY AFFECT THE TITLE OR USE OF THE LAND RMAIN10NEISDARMINM ABOVE 88.6'.THE SURVEYOR MAKES NO A TM 0 THE ABOVE INFORMATION.PLEASE CONTACT THE LOCAL Z NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHEASTERLY LINE 3. NOT VALID WITHOUT THE AUTHENTIC A5hA OF LOT 6 BLOCK 1 BEING 56r41'19`W,PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTICELECTRONIC MAPPER AL OF A FLORIDA LICENSED (FIELD DATE:) REVISED: SURVEYOR AND MAPPER. SCALE, 1"—30 FEET Dfqim11ys1gnedby1—W.W— a MAPPING INC- Dlt—)—W.W—Amedon. Sumeying 6mappinq.�—ma. APPROVED BY: JB CERTIFICATION OF AUTHORIZATION NUMBER Lh#6393 �mad=Jbol—�orpat—, FOR rry3191 MAGUIRE BOULEVARD, SUITE 200 �US 190901 LOT 6,BLOCK I THE JOB NO, - ORLANDO,FLORIDA 32803 FIRM (407) 426-7979 DRAWN BY. RMS PLOT—PLAN 02-26-20 JSO WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# M5 DATE]