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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 7, BLOCK 8, ZEPHYR LAKES SUBDIVISION PHASES 1 A, 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 Radlue Delta Chord Bearing Chord <br /> C1 55.13' 1150.00' 2'44'48' N6911'OB'W 55AX <br /> C2 49.31' 980.00' 252'58' S67R6'23'E 49.30' <br /> C3 305.44' 1175.00' 1453'38' S6925'3B'E 304.58' <br /> C4 175.94' 1175.00' 834'45' S86'16'09'E 175.78 <br /> C5 1 129.50' 1175.00'1 8'18'53- 57342'58'E 129.43' <br /> a <br /> ON LOT CALCULATIONS <br /> LOT = 6,362 SO. FT. qC z <br /> LIVING AREA = 1,828 SQ. FT. FLOOD ZONE "x" a 4 " y <br /> GARAGE = 430 SO. FT. gg. / S g GRA1 <br /> CgpF HIC SCALE <br /> ENTRY = 16 SO. FT. / C? Rfg 0 15 30 <br /> LANAI - 88 SO. FT. <br /> PATIO = 0 SQ. FT. (�/ , <br /> DRIVEWAY = 434 SQ. FT. �m '\Q <br /> WALKWAYIMPERVIO = 28 SO. FT. FLOOD <br /> EL=35 1 ZONF •AE ryry�i. ' oR <br /> = 2836 SQ. FT. <br /> SOD = 3,526 SO. FT. <br /> OFF LOT CALCULATIONS FLOOD ZONE 'x'�� ��T <br /> RIGHT OF WAY = 665 SO. FT. torCIV <br /> / <br /> DRIVE APRON = 133 SO. FT. ko E <br /> PUBLIC S/W = 276 SO. FT. Ck 8 N car q/C- AP PROXIMATE DELINEATION LINE <br /> SOD = 256 SO. FT. 110• ?Qp SCALED FROM FEUA MP. <br /> TOTALS `� <br /> AREA = 7,027 SO. FT. <br /> DRIVEWAY = 567 SQ. FT. y ,` <br /> SIDEWALK = 304 SO. FT. <br /> SOD = 3,782 SQ. FT. <br /> J'Z' m <br /> r �l °�y�y 9�oOTk 8 <br /> 8 <br /> ' ro Ay <br /> �1 <br /> / V :V� <br /> cr <br /> FLOOD ZONE "AE- <br /> 10, <br /> FLOP t')ZONE'AE• <br /> PRC/ EL=85.1 :C.'>1• h/ <br /> R Qv,- / BHA5 <br /> PREPARED FOR: DF <br /> w4r <br /> tc�/Rku rri� SPO \ <br /> BUILDING SETBACKS SDgOP ���/� <br /> �bFPR;V4 Cr .� A $ <br /> ` <br /> REAR: 113' OP Wg) <br /> SIDE: 5' \ <br /> SIDE STREET: 15' <br /> -- /�PRC <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 1980 — •— — BUILDING SETBACK LINE PI POINT OF INTERSECTION <br /> DATUM. PC POINT OF CURVATURE <br /> 3. FOR ALL LOTS WHERE SIDE-YARD — - — CENTERLINE PT POINT OF TANGENCY <br /> SETBACKS ARE LESS THAN 7.50 FEET, A — --— RIGHT OF WAY LINE RP RADIUS POINT <br /> 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 /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE (Pj PEERLCULLAATE0 <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/C AIR CONDITIONER PEI PGS PACES 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(PUBLIC) <br /> UE UTILITY 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 RIGHT <br /> R,ND SHOWN HEREON FOR EASEMENTS <br /> OUTSIDE THE 0.2x ANNUAL CHANCE FLOODPLAIN.ZONE'AE' DEMOTES LAND <br /> WAY, RESTRICTIONS OF RECORD N S. <br /> AREAS DETERMINED TO BE SPECIAL FLOOD HAZARD AREAS SUBJECT TO <br /> IELEVAn�S DE70MINM TO BE 855..1.THE SURRVEYEVENT <br /> UAK6 N� MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> GUARANTEES AS TO THE ABOVE INFORMATION.PLEASE CONTACT THE LOCAL 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> .E A r FOR VERIFICATION. LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: <br /> BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE A!5hA 3. NOT VALID WITHOUT THE AUTHENTIC <br /> OF LOT 7,BLOCK 8 BEING N2271'16'E,PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> A M E FR I C A N ELECTRONIC SURVEYOR AND AER FLORIDA LICENSED <br /> (FIELD DATE:) REVISED: , <br /> SU R V E Y I N G ,I Jame,Waoleman <br /> SCALE: 1' 3D FEET 'Y'° ai a b 9n Y <br /> 8cM A P P I N G INC. <br /> k oN:c=US,,r=flo,da,kodandu. <br /> � tse,n'• S -AMERICAN SURVEYING&MAPPING, <br /> APPROVED BY: `� rr-----22222 "'��INC.cn=James W BOlemart <br /> CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 �o emaik m jholeanQaasmcorporate.<om FOR <br /> 3191 MAGUIRE BOULEVARD, SUITE 200 '+:; ;;:•' Dace:2020.06.12 0az052-WO(r THE <br /> JOB NO. 100901 LOT 7, BLOCK 8 ORLANDO. FLORIDA 32803 <br /> FIRM <br /> DRAWN BY. 05a PLAN OB 10 2020 JG WWW.AMERICANSUR <br /> PLOT VEYINGANDMAPPING.COM JAMES W. BOLEMAN PSIM# 6485 DATE <br />