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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 8, 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 /> Curve Table <br /> Curve# Length Radluu Delta Chord Bearing Chord .i <br /> C1 55.13' 1150.00' 2'44'48' N71'55.56"W 55.12' <br /> C2 49.38' 980.00' 253'12' S70'19'28'E 49.37' <br /> C3 305.44' 1175.00' 14'53'38' S69'25'36'E 304.58' <br /> C4 232.27' 1175.00' 11'19'33' S57'38'33'E 231.89' <br /> C5 73.17' 1175.00' 334'05' S75'05'22'E 73.16' <br /> a <br /> ON LOT CALCULATIONS pR/Vq rR,q <br /> LOT = 6,290 SQ. FT. FLOOD ZONE "X" (q DT �(�"' z <br /> LIVING AREA = 1,672 SQ. FT. t3 AIDS f FLOOD ZONE "x^ 1„ — 30' <br /> GARAGE = 432 SQ. FT. $9' / gReq GRAPHIC SCALE <br /> ENTRY = 38 SQ. FT. APPROXIMATE <br /> DELINEATION LINE / 20 15 30 <br /> LANAI = 96 SQ. FT. SCALED FROMFEMA� <br /> PATIO = 0 SQ. FT. MAP. <br /> DRIVEWAY = 410 SQ. FT. 8 <br /> /^ CST <br /> A/C PAD = 12 SQ. FT. /// &LO ;\ <br /> WALKWAY = 28 SQ. FT. FLOOD ZONE"AE" ff/"� p629p SC'\8 '00 <br /> IMPERVIOUS = 26 8 SQ. FT. EL=85.1 vv// \ RA/Nq�Q���� o <br /> SOD = 3,602 SQ. FT. 1 l <br /> OFF LOT CALCULATIONS <br /> RIGHT OF WAY = 655 SQ. FT. LOT s?/ ADRIV <br /> PUBLAPRON <br /> CS/W = 276 SQ. FT. BCCCk 8 ^ // / (((«< <br /> SOD = 256 SQ. FT. ,N I b / <br /> TOTALS j I m ,1200-7 %62' <br /> AREA = 6,955 SQ. FT. o/ <br /> DRIVEWAY = 543 SQ. FT. y� 38.6p lzo jl <br /> SIDEWALK = 304 SQ. FT. 2�(/ / / FLOOD ZONE "AE" <br /> �Q+ / EL=85.1 <br /> SOD = 3,858 SQ. FT. 4 4,.cc) / n n Pd / <br /> m / eJ � OP <br /> c 4,,N / a) qR OSfp / I 0 <br /> Ad- <br /> �l l E<fV 1Y O FCC k l a e C 9 <br /> I� oN>g�o p I/'+may CO K 8 <br /> Z / / <br /> ^• co <br /> co <br /> Ri <br /> PRO <br /> / 6a g3 <br /> PREPARED FOR: R/�)�4 e <br /> HT OF,W4 \ _ C4 /w <br /> D'fl'HOMN' J\ \ 'p <br /> BRpgO <br /> BUILDING SETBACKS \ <br /> so RPRA- � <br /> ON <br /> OR�� \ _ cs <br /> GARAGE: 25' GHT OF \- <br /> REAR: 15, wq y A <br /> SIDE: 5' <br /> SIDE STREET: 15' Z� <br /> NOTES: <br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE <br /> BASED ON THE APPROVED ENGINEERING PLANS <br /> PREPARED BY HAMILTON ENGINEERING & LEGEND: <br /> SURVEYING INC.. <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 — BUILDING SETBACK LINE PI POINT OF INTERSECTION <br /> DATUM. PC POINT OF CURVATURE <br /> 3. FOR ALL LOTS WHERE SIDE—YARD CENTERUNE PT POINT OF TANGENCY <br /> RIGHT OF WAY LINE RP RADIUS POINT <br /> SETBACKS ARE LESS THAN 7.50 FEET, A PRC POINT OF REVERSE CURVATURE <br /> MINIMUM 5.00 FOOT WIDE DRAINAGE AND PROPOSED ELEVATION PCP PERMANENT CONTROL POINT <br /> ACCESS EASEMENT IS REQUIRED PER PASCO TYP TYPICAL <br /> COUNTY LAND DEVELOPMENT CODE. PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> (P) PER PLAT <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE (Q) CALCULATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/C AIR CONDITIONER PBS PAGES OOK <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR S/W SIDEWALK SO. FT. SQUARE FEET <br /> OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING (A) PER AFFIDAVIT F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY F.I.R.M. FLOOD INSURANCE RATE MAP <br /> CONSTRUCTION. - NAVD NORTH AMERICAN VERTICAL DATUM <br /> D&AE DRAINAGE&ACCESS EASEMENT(PUBLIC) <br /> THIS IS NOT A SURVEY DE DRAINAGE EASEMENT(PUBUC) <br /> LIE UTIUTY EASEMENT(PUBLIC) <br /> THIS IS A PLOT PLAN ONLY W&LE WALL&LANDSCAPE EASENT(PRIVATE) <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 LAND SHOWN,HEREON FOR EASEMENTS, RIGHT <br /> OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN. ZONE-AE', DENOTES OF WAY, RESTRICTIONS OF RECORD WHICH <br /> AREAS DETERMINED TO BE SPECIAL FLOOD HAZARD AREAS SUBJECT TO <br /> INUNDATION BY THE 1R ANNUAL CHANCE FLOOD EVENT, BASE FLOOD MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> ELEVATIONS DETERMINED TO BE B5.1. THE SURVEYOR MAKES NO <br /> GUARANTEES AS TO THE ABOVE INFORMATION.PLEASE CONTACT THE LOCAL 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> F.E.M.A.AGENT FOR VERIFICATION. LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: <br /> BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE A5hR 3. NOT VALID WITHOUT THE AUTHENTIC <br /> OF LOT 8,BLOCK 8 BEING N1976'28-E, PER PLAT., ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> REVISED: A M E R I C A I\ SURVEYOR AND MAPPER. <br /> (FIELD DATE:) U R V E Y I I\I G <br /> 1"- 30 FEET a ;`;a„ •�Digdally signed 6yJam Vl Bolema. <br /> SCALE: 8cM A P P I N G INC. ;<<�.`.` `. oN:�US.n--Flodda,uodando, <br /> o=AMENICAN SURVEYING&MAPPING, <br /> APPROVED BY: J9 ise,e. INr,cn=James W eoleman, <br /> CERTIFICATION OF AUTHORIZATION NUMBER UB#6393 i <br /> 3191 MAGUIRE BOULEVARD, SUITE 200 % � �` ._emaiI=jbaleman@as rpomte m FOR <br /> THE <br /> JOB NO. 190901 LOT 8, BLOCK 8 ORLANDO, FLORIDA 32803 .,•' /,. oate:zozons.taoeso-3zaano• FIRM <br /> (407) 426-7979 <br /> DRAWN BY: DSB pLOT PLAN 06 10 2020 JG WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE <br />