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PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 43, BLOCK 9, 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. ON LOT CALCULATIONS LOT = 5,750 SO. FT. LIVING AREA = 1,498 SQ. FT. TRACT "C" GARAGE = 385 SO. FT. PRIVATE DRAINAGE AREA & ENTRY = 17 SQ. FT. PUBLIC DE LANAI = 0 SO. FT. PATIO — 80 SQ. FT. DRIVEWAY = 408 SQ. FT. A/C PAD = 12 SQ. FT. S89'30'31"E 50.00' v WALKWAY = 25 SQ. FT. ..—.—'All�' IMPERVIOUS = 42% 1 LOT 432425 sQ. FT. I BLOCK 9 1 �' SOD = 3,325 SQ. FT. I 5,750 SO. FT t 1 OFF LOT CALCULATIONS I DRAINAGE TYPE B 1 I GR APHIC SCALE RIGHT OF WAY = 650 SQ. FT. - � 0 15 30 DRIVE APRON — 152 SO. FT. O PUBLIC S/W = 250 SQ. FT. O I 00 SOD = 248 SQ. FT TOTALS I I Uri AREA = 6,400 SQ. FT. DRIVEWAY = 560 SQ. FT. I o'Pgjj I SIDEWALK = 275 SQ. FT. S•O) 0' A/c B.o' 3&0' SOD = 3.573 SO. FT. !g I I x I 38.00' I LOT 42 s� LOT 44 BLOCK 9 PROPOSED i o e BLOCK 9 4EWB W o FREEPORT A — l us o FINISHED FLOOR g 1 N ELEVATION-89.40' r'o N 0) i I Fq �I I� N O I COVERED I O Z1 ENTRY 4.2'o I W 6.0I 14.7' .p-:: .r 19.2' I 8.0' I 1 — • 180 :' I in `DRIVE" .10 S� 10'UE it lid IN-g CENTERUNE OF I Z PC RIGHT OF WAY 59.11' — — , ^ PI N8930'31'W 230.08' (REFERENCE BEARING) DAVIE RAY DRIVE TRACT PREPARED FOR: RIG 50' WIDE PRIVAYE RIGHT OF WAY aa�s�r-x�cr'id>;a'�r BUILDING SETBACKS 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 RIGHT OF WAY LINE RP RADIUS POINT SURVEYING INC.. 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 r. i CONCRETE (C) PER PLAT 0 (C) CALCULATED ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/c AIR CONDInONER PB 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 D&AE DRAINAGE&ACCESS EASEMENT F.EM.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&UE DRAINAGE&UTILITY EASEMENT DE DRAINAGE EASEMENT THIS IS A PLOT PLAN ONLY UE UTILITY EASEMENT 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.EM.A. AGENT FOR VERIFICATION. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF DAME A!5hA 3. NOT VALID WITHOUT THE AUTHENTIC RAY DRIVE BEING N89'W31-W,PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC A M E FR I C A N SURVEYOR ASEALND OF A.FLORIDA LICENSED (FIELD DATE:) REVISED: I I R \V/E YI I V I� ' G Digitally signedbyhrn.W. SCALE: 1' 30 FEET S U 8cM C. .,e,� Boleman A P P I N G 1 N C. j'; �". DMcn=James W.Boleman, APPROVED BY: `E1 0 o-American Surveying&Mapping, CERTIFICATION OF AUTHORIZATION NUMBER UB#6393 Inc,ou=HB, 190901 LOT 43.BLOCK G 3191 MAGUIRE BOULEVARD, SUITE 200FOR Vim, emaiVIbole�n@as=orpate.com NO. ORLANDO, FLORIDA 32803 emaihJtaleman@asmcor te.com THE Date:2019.12.1114:4697-05'GO' FIRM (407) 428-7979 DRAWN BY. D58 PLOT PLAN 12-10-19,ICA1 WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE