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PLOT PLAN <br /> DESCRIPTICIN:(AS FURNISHED) <br /> LOT 54, BLOCK 3, ZEPHYR LAKES SUBDIVISION PHASES 1A, 2A, 2B, AND 4A <br /> AS RECORDED IN PLAT BOOK 80, PAGE(S) 37-48, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> TRACT n8w <br /> PRIVATE DRAINAGE AREA <br /> & PUBLIC DDRAINAGEZEPHRHILLS EASEMENT <br /> FARMS <br /> PLAT BOOK 4,PAGE 29 TSB <br /> C2 FLOOD ZONE"X' <br /> .0 LOT 5 <br /> L BLOCK 3 <br /> 7.Z_SQ._FT <br /> DRAINAGE TYPE a <br /> A/ 111,0C <br /> LOT 2 0 <br /> 11.07 f 1 GRAPHIC <br /> n SCALE <br /> 01 COVERED <br /> BLOCK 3 0 01 LAN 0; 1 0 6 15 30 <br /> L0 (61 23.3' 0 <br /> C14 (6 <br /> 39.67' cli <br /> FLOOD ZONE'AE" <br /> POPOSED <br /> MODERL A40B LOT 53 <br /> DELRAY M <br /> FINISHED B <br /> EUEVA7lON-s7 7o' LOCK 3 ON LOT CALCULATIONS <br /> b t ssLOT = 7,403 SO. FT, <br /> LIVING AREA = Z034 SO. FT. <br /> to I I Cfi = GARAGE = 458 SO. FT. <br /> CD I I p ENTRY = 28 SO. FT. <br /> LOT 1 COVERED LANAI - 218 SO. FT. <br /> ENTRY I bw ENTRY SLAB = 23 SO. FT. <br /> BLOCK 3 1 DRIVEWAY = 436 SO. FT. <br /> 0 1 A/C PAD = 12 SO. FT. <br /> Ej' WALKWAY = 59 SO. FT. <br /> 8 <br /> _8,0 <br /> W SIX IMPERVIOUS = 44% <br /> iFs L <br /> DRI = 3268 SO. FT. <br /> SOD = 4,135 SO. FT. <br /> I <br /> sb ,aOFF LOT CALCULATIONS <br /> 0 <br /> RIGHT OF WAY = 692 SQ. FT. <br /> z-- ------ t <br /> C4 i DRIVE APRON = 152 SO. FT. <br /> N&. PUBLIC S/W = 267 SO. FT. <br /> 10'UE ......;........... <br /> SOD = 273 SO. FT. <br /> TOTALS AREA = 8,095 SO. FT. <br /> DRIVEWAY = 588 SO. FT. <br /> SIDEWALK = 326 SO. FT. <br /> SOD = 4,408 SO. FT, <br /> C4 <br /> PI <br /> --_ <br /> CENTERLINE Oj_.7—- LA <br /> WHEAT STONE DRIVE WAY <br /> TRACT ""H" <br /> 50' WIDE PRIVATE ROADWAY <br /> Curve Table <br /> PREPARED FOR: Curve Length I RucHus Delta Chard Bowing Chard <br /> CI 53.49-11211.00'. 2-31*50" N86'IW46*W 5&4e <br /> C2 64.01' 1337.00' 2*44!36' S862rOS"E 64.01' <br /> a�e�01 _C3 201.4W 1186.00' W44!02* N85Vr59W 201.25' <br /> BUILDING SETBACKS F04 103.5V 1156.00' 5WG9* N8729'55"W 103.52' <br /> FRONT: 20' C5 97.94! 11186.00'14!43'83"I N82-47-54-W 197.91' <br /> GARAGE: 25' <br /> REAR: 15' <br /> SIDE. V <br /> SIDE STREET- 15' <br /> LEGEND: <br /> NOTES: <br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE BUILDING SETBACK LINE PI POINT OF INTERSECTION <br /> BASED ON THE APPROVED ENGINEERING PLANS PC POINT OF CURVATURE <br /> CENTERLINE PT PONT OF TANGENCY PREPARED BY HAMILTON ENGINEERING Sc RIGHT OF WAY LINE RP RADIUS POINT <br /> SURVEYING INC.. PRO POINT OF REVERSE CURVATURE <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 PROPOSED ELEVATION POP PERMANENT CONTROL POINT <br /> TYP TYPICAL <br /> DATUM. PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> P) PER PLAT <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE CALCULATED, <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/C AIR CONDITIONER ps PLAT BOOK <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR PGS PAGES <br /> OWNER ARE REQUIRED TO VERIFY ALL SETBACKS. BUILDING S/W SIDEWALK SO. FT. SQUARE FEET <br /> . <br /> DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY F.I.R.M.F.E.M.A FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> FLOOD INSURANCE RATE MAP <br /> CONSTRUCTION. NAVD NORTH AMERICAN VERTICAL DATUM <br /> D&UE DRAINAGE&UTILITY EASEMENT <br /> THIS IS NOT A SURVEY DE DRAINAGE EASEMENT(PUBLIC) <br /> UE UTILITY EASEMENT THIS IS A PLOT PLAN ONLY D&AE DRAINAGE doACCESS(PUBLIC)EASEMENT <br /> FLOOD NOTE: I HAVE EXAMINED THE F.I.R.M.MAP NO.1210100293F. SURVEYOR NOTES: <br /> DATED <br /> 09/262014,AND FOUND THE SUBJECT PROPERTY APPEARS TO UE 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> PARTIA, IN ONE"X&Ar.ZONE*X7.AREAS DETERMINED TO BE LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> OUTSIDE THE 0.2x ANNUAL CHANCE FLOODPLAIN.ZONE'Ar DENOTES OF WAY, RESTRICTIONS OF RECORD WHICH <br /> AREAS DETERMINED TO BE SPECIAL FLOOD HAZARD AREAS WBACT TO MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> INUNDATION By THE JX ANNUAL CHANCE FLOOD EVENT BASE FLOOD <br /> ELEVATIONS To BE 84.5.THE SURVEYOR MAKES No <br /> GUARANTEES To THE ABOVE INFORMATION,PLEASE CONTACT THE LOCAt 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> RE..AAGEN,FORVER IRICATION. LOCATED EXCEPT AS SHOWN, <br /> BEARING BASIS: M <br /> BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHEASTERLY LINE 3. NOT VALID WITHOUT THE AUTHENTIC A5 ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> OF LOT 54 BLOCK 3 BEING SOS"00'09"W.PER PLAT ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> (FIELD DATE) REVISED: M AFR I C', Al, r-� SURVEYOR AND MAPPER. <br /> , D191tal"Igned by James W. <br /> S U FR VIE- "i'l N G Bol man <br /> SCALE: 11" 30 FEET <br /> INC. �-A—ricanSunteymq&Mappl.g. <br /> 8-CM APPING <br /> APPROVED BY: ja lnc, ­H% <br /> CERTIFICATION OF AUTHORIZATION NUMBER,LB#6393 emaiwsoiernam@asmoorporate-co FOR <br /> 3191 MAGUIRE BOULEVARD. SUITE 200 m,c=US THE <br /> JOB NO. 190901 LOT 54.BLOCK 3 ORLANDO,FLORIDA 32803 Date:2019.09.2411-.07,.57-04'W FIRM <br /> (407) 426-7979 <br /> DRAWN BY. DSB PLAN 09-2G-19 K-IWf W6YW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 5485 DATE <br />