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<br /> PLOT PLAN
<br /> DESCRIPTION:(AS FURNISHED)
<br /> LOT 3, BLOCK 8, 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 /> ON LOT CALCULATIONS
<br /> LOT = 6,307 SQ. FT.
<br /> LIVING AREA = 1,828 SQ. FT.
<br /> GARAGE = 430 SQ. FT.
<br /> ENTRY = 16 SQ. FT.
<br /> LANAI = 88 SQ' FT.
<br /> PATIO = 0 SQ. FT.
<br /> DRIVEWAY = 433 SO. FT.
<br /> A/C PAD = 12 SQ. FT. a
<br /> WALKWAY = 28 SQ, FT.
<br /> IMPERVIOUS = 45%
<br /> = 2835 SQ. FT. iz
<br /> RIGHT OF WAY OFF LOT S=105 072 SQ. FT. \ \ \• �q Ary G" GRAPHIC SCALE
<br /> DRIVE APRON = 133 SQ. FT. By o gRfq OSC,gpe 0 15 30
<br /> PUBLIC S/W = 243 SQ. FT.
<br /> SOD = 204 SQ. FT. OO / C
<br /> TOTALS G
<br /> AREA = 6,887 SQ. FT. O' L• �0
<br /> DRIVEWAY = 566 SQ. FT. (v \, e T 3
<br /> SIDE
<br /> SOD WALK = 3,676 SQ. FT. NAB
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<br /> FLOOD ZONE "X" 2 h p /
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<br /> APPROXIMATE m4T Co '8:'8 9N 6c441 /
<br /> DELINEATION UNE Biro- 5� � D. /
<br /> SCALED FROM FEMA MAP. a�:O AAo'.90cIy ^ FLOOD ZONE "X"
<br /> p �
<br /> FLOOD ZONE"AE" \ 54, 7¢0, 11.1
<br /> 4a.•,OOI�s / _Q0� e OC
<br /> EL=85.1 .:.• y",. Oy�� `LQc9 '1
<br /> ry \ '' " `�•3' / C`\/� FLOOD ZONE 'AE"
<br /> �R/(\F, 54 Line Table
<br /> 10. Line
<br /> Length
<br /> • ry• Lt S85'25'38'E
<br /> PI /�
<br /> /—•�\RU\ g7.76 Curve Table
<br /> T OF Wq \0¢ \ Curve III Length Radius Delta Chord Bearing Chord
<br /> y \ C1 48.72' 760.00' 3'40'22" N67'01'21'W 48.71'
<br /> $, C2 52.71' 880.00' 325'54" S57'08'35"E 52.70'
<br /> PREPARED FOR: e�'Oq\ $
<br /> /N6�y C3 239.35' 735.00' 1839'30' N7118'31'W 23B.30'
<br /> 0•R•HOWN• SO,III �R�O/N /a C4 190.22 735.00' 1527'06' N72'54'43'W 197.62'
<br /> i119NLC4 165 PIRk io.QR/ C5 41.14' 1 735.00' 392'24' N63.3458'W 41.13'
<br /> BUILDING SETBACKS %gt)wgY '
<br /> FRONT: 20' \ PRO
<br /> GARAGE: 25'
<br /> REAR: 15'
<br /> SIDE: 5'
<br /> SIDE STREET: 15'
<br /> NOTES: LEGEND:
<br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE — •—•— BUILDING SETBACK UNE PI POINT OF INTERSECTION
<br /> BASED ON THE APPROVED ENGINEERING PLANS PC POINT OF CURVATURE
<br /> PREPARED BY HAMILTON ENGINEERING & —— CENTERUNE PT POINT OF TANGENCY
<br /> SURVEYING INC.. — — —— RIGHT OF WAY UNE RP RADIUS POINT
<br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 XX•XX PROPOSED ELEVATION PRC POINT OF REVERSE CURVATURE
<br /> PCP PERMANENT CONTROL POINT
<br /> DATUM. TYP TYPICAL
<br /> PROPOSED DRAINAGE FLOW CS CONCRETE SLAB
<br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES .,,::;°�; CONCRETE (P) PERPLATCALCULATED
<br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/c AIR coNDInoNER PB 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 /> DIMENSIONS, AND LAYOUT_ SHOWN HEREON PRIOR TO ANY F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY
<br /> CONSTRUCTION. F.I.R.M. FLOOD INSURANCE RATE MAP
<br /> NAVD NORTH AMERICAN VERTICAL DATUM
<br /> THIS IS NOT A SURVEY D&UE DRAINAGE&UTIUTY EASEMENT
<br /> DE DRAINAGE EASEMENT(PUBLIC)
<br /> THIS IS A PLOT PLAN ONLY UTILITY EASEMENT(PUBLIC)
<br /> D&AE DRAINAGE&ACCESS EASEMENT
<br /> FLOOD NOTE: I HAVE EXAMINED THE F.I.R.M.MAP NO.12101CO293F, SURVEYOR NOTES:
<br /> DATED 09/26/2014,AND FOUND THE SUBJECT PROPERTY APPEARS TO UE 1. THE SURVEYOR HAS NOT ABSTRACTED THE
<br /> PARTIALLY IN ZONE'X&AE'.ZONE"X",AREAS DETERMINED To BE ND SHOWN HEREON FOR EASEMENTS, RIGHT
<br /> OUTSIDE THE 0.2X ANNUAL CHANCE FLOODPLAIN.ZONE'AE',DENOTES LAND
<br /> WAY, RESTRICTIONS OF RECORD WHICH
<br /> AREAS DETERMINED TO BE SPECIAL FLOOD HAZARD AREAS SUBJECT TO
<br /> INUNDATION BY THE 1X ANNUAL CHANCE FLOOD EVENT, BASE FLOOD MAY AFFECT THE TITLE OR USE OF THE LAND.
<br /> ELEVATIONS DETERMINED TO BE 55.1.THE SURVEYOR MAKES NO
<br /> GUARANTEES AS TO THE ABOVE INFORMATION.PLEASE CONTACT THE LOCAL 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
<br /> F.EM.A. AGENT FOR VERIFICATION. LOCATED EXCEPT AS SHOWN.
<br /> BEARING BASIS:
<br /> BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE A5hft 3. NOT VAUD WITHOUT THE AUTHENTIC
<br /> OF LOT 3 BLOCK 8 BEING N21'08'28'E, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC
<br /> ELECTRONIC SEAL OF A FLORIDA LICENSED
<br /> REVISED: M E R I CAN SURVEYOR AND MAPPER.
<br /> (FIELD DATE:) U F2 �/E Y I f\I G memo, ','Digitally signed by James W.
<br /> 1"= 30 FEET a;��"'�e"'O , I Mien,-
<br /> sDALe: 8cM AP P I N G I N C. <'.`` �0y'%f,& DN:cn=James W.Boleman,
<br /> JB rse,u % 1—Amerimn Sumying&Mapping,
<br /> APPROVED BY: �e�— .C� —' 'Inc,ou=HB,
<br /> CERTIFICATION OF AUTHORIZATION NUMBER LB#8393 �..: , t
<br /> 3191 MAGUIRE BOULEVARD, SUITE 200 g=.; n ,, emali=lBoleman@asmcorpomte.co FOR
<br /> 190901 LOT 3, BLOCK 8 ,,. m,---US FIRM
<br /> JOB NO. ORLANDO, FLORIDA 328030�nymwwn••s Date:2019.092411:09:45-04'00'
<br /> DRAWN BY- PLOT PLAN 09-20-19 KJW
<br /> DSB WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE
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