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PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 44, BLOCK 9, 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. TRACT "C" PRIVATE DRAINAGE AREA & PUBLIC DRAINAGE EASEMENT. / S89'30'31"E 40.00' LOT 44 BLOCK 9 iz 4,600 SO. Fr t b DRAINAGE TYPE B 1" 'o , = 30 O n O GRAPHIC SCALE O (j II O 0 15 30. ui II ;tpp.o I 5.2'0 A/C PATIO•. 5.V 29.7• 29.67 LOT 43 e ON LOT CALCULATIONS BLOCK 9 ' PROPOSED 3EFB LOT 45 LOT - 4,600 sQ. FT. n ROBIE"H' BLOCK 9 LIVING AREA = 1,048 SO. FT. Lv FINISHED FLOOR GARAGE = 403 SQ. FT. a b�ELEVAMON-89.70' 2 ENTRY = 32 SO. FT. N i` N LANAI 0 SQ. FT. CA PATIO = 80 SO. FT. N O>1 DRIVEWAY = 432 SO. FT. N A/C PAD = 12 SO. FT. O COVERED WALKWAY = 31 SO. FT. Z 8 7 PATIO O IMPERVIOUS = 44% 2D.0' ri V) = 2038 SQ. FT• &2' 5.2' SOD = 2,562 SQ. FT. p '`:'". :• OFF LOT CALCULATIONS `'„18:OF •_. RIGHT OF WAY = 480 SQ. FT. IIIY DRIVE APRON — 133 SO. FT. PUBLIC S/W = 200 SQ. FT. N s"'....•. N SOD = 147 SO. FT. ry� TOTALS IV UE AREA = 5,080 S0. FT. ;;- - DRIVEWAY m 565 SQ. FT. SIDEWALK = 231 SQ. FT. .t.s,: •I W oo SOD = 2,709 SQ. T. I�O 11 I= PC/� —— —99.11' _ —_�— 130.97' PI /� N893V3M 230.08' CENTERLINE OF� (REFERENCE BEARING) RIGHT OF WAY DAME RAY DRIVE TRACT "P" 50' WIDE PRIVATE ROADWAY PREPARED FOR: D•R•HUMN' Una Table any*, •' {•� '+ Una Direction Length L7 N8930'31-W 40.00' 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 de ——— CENTERLINE PT PONT OF TANGENCY SURVEYING INC.. ——— — RIGHT OF WAY LINE RP RADIUS POINT PRC POINT OF REVERSE CURVATURE 2 ELEVATIONS ARE BASED ON NAVD 1985 PROPOSED ELEVATION PCP PERMANENT CONTROL POINT DATUM. TYP TYPICAL PROPOSED DRAINAGE FLOW CS CONCRETE SLAB THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES (P) PER PLAT ar:;;i CONCRETE (p) 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 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 D&UE DRAINAGE&UTILITY EASEMENT THIS IS NOT A SURVEY DE DRAINAGE EASEMENT(PUBLIC) THIS IS A PLOT PLAN ONLY UE U71UTY EASEMENT D&AE DRAINAGE&ACCESS EASEMENT FLOOD NOTE: SURVEYOR NOTES: I HAVE EXAMINED THE RI.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 CENTERLINE OF DAME 15hA 3. NOT VAUD WITHOUT THE AUTHENTIC RAY DRIVE BEING N893O'31"W, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC ELECTRONIC SEAL OF A FLORIDA LICENSED REVISED: A M E FR I C A N SURVEYOR AND MAPPER. (FIELD DATE:) S8c UM R V E Y I N G `d4e�.•0�,...",smvet Digitally signed b y James W.Boleman v�;% DN: =JamesW.Boleman,SCALE• 1"— 30 FEET APPING INC. n$ o=Amedan Surveying&Mapping, APPROVED BY: `B t'se'es h�_Inc.ou=HB, CERTIFICATION OF AUTHORIZATION NUMBER LB/8393 .?fff�gsm- ema1WB01eman@asmcorporate.c0m,FOR 190901 LOT 44,BLOCK 9 3191 MAGUIRE BOULEVARD, SUITE 200 ,,.....•�• e=us THE JOB NO. ORLANDO. FLORIDA 32803 ,'m'�°' Date:2019.092416:42:41-04'00' FIRM (407) 426-7979 DRAWN BY: DSB PLOT PLAN OB-20-19 KJW WWW.AMERIC SURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE