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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 41, BLOCK 9, 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 Radlue Delta Chord Bearing Chord <br /> C1 38.85' 75.00' 29'40'54' S57'10'21'W 38.42' <br /> C2 98.43' 190.00' 29 40'54' N57'10'21'E 97.33' <br /> C3 78.46' 50.00' 895038" S4532'11'W 70.68' <br /> C4 36.43' 50.00' 41 45'03' S212T23'W 35.63' <br /> C5 42.03' 50.00' 1 48TJ9'35'I S6624'42'W 40.80, <br /> a <br /> z <br /> z <br /> �'- 1" = 30' <br /> • GR EbIIC SCALE <br /> 1 0- 15 30 <br /> Cif QLoLQJ JGl \ r <br /> FI.CC Ar..' <br /> EL—DSAcb <br /> �0\ APPROXIMATE DELINc'AMON LINE <br /> SCALF.O FROM FEMA �1AP. <br /> h to <br /> mat \ -,A-° T 42 <br /> / o LO g <br /> B-OGK <br /> FLOOD ZONE"x" <br /> Lp <br /> O J <br /> ON LOT CALCULATIONS <br /> rPAO LOT = 7,894 SO. FT. <br /> P�� '�� \ LIVING AREA = 1,104 SO. FT. <br /> Q J•� . 6.8 GARAGE = 437 SO. FT. <br /> ENTRY - 111 SQ. FT. <br /> LANAI = O SO. FT. <br /> p :. >,•y,`:', \ PATIO = 80 SO. FT. <br /> 1 .. o <br /> N DRIVEWAY = 420 SQ. FT. <br /> DO Oj m �` �� "`� ..: `;'' : � A/C PAD = 12 SQ. FT. <br /> �� o •i �:::;;..�; .,.,: ,. WALKWAY = 30 SO. FT. <br /> IMPERVIOUS = 28% <br /> = 2194 SO. FT. <br /> SOD = 5.700 SQ. FT. <br /> ROOD ZONE'.4E' ?J /' J " OFF LOT CALCULATIONS <br /> EL-n85.1 `s' ° •. ��:•'.•_'��:,.. RIGHT OF WAY = 429 S0. FT. <br /> / DRIVE APRON 135 SO. FT. <br /> PREPARED FOR: <br /> r ':M PUBLIC S/W = 188 SO. FT. <br /> ILl•li'H��l[I18�)t\• � ",p 87.38 v.:` PT SD = 106 SO. FT. <br /> TOTALS <br /> igtP4'lGd'5�4f1�A / ti♦ j AREA = 8,323 SQ. FT. <br /> s5, .: <br /> 110 <br /> Q DRIVEWAY = 555 SO. FT. <br /> BUILDING SETBACKS �/ �s�� \7 ,o�\�o�� SIDEWALK = 218 SO. FT. <br /> FRONT: 20 c;' Q SOD = 5.806 SQ. FT. <br /> GARAGE: 25' M /S�r REAR: 15' Q <br /> SIDE: 5- <br /> SIDE STREET: 15' <br /> NOTES: <br /> CENTERUNE OF� <br /> I Y yo <br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE RIGHT OF WA <br /> BASED ON THE APPROVED ENGINEERING PLANS Pc <br /> PREPARED BY HAMILTON ENGINEERING & <br /> SURVEYING INC., 1 <br /> 2. ELEVATIONS ARE BASED ON NAVD'I1988 <br /> DATUM. LEGEND: <br /> 3. FOR ALL LOTS WHERE SIDE-YARD —.— .— BUILDING SETBACK LINE PI POINT OF INTERSECTION <br /> SETBACKS ARE LESS THAN 7.50 FEET, A PC POINT OF CURVATURE <br /> MINIMUM 5.00 FOOT WIDE DRAINAGE AND —- — CENTERLINE PT POINT OF TANGENCY <br /> ACCESS EASEMENT IS REQUIRED PER PASCO — - -— RIGHT OF WAY LINE RP RADIUS POINT <br /> XX PRC POINT OF REVERSE CURVATURE <br /> COUNTY LAND DEVELOPMENT CODE. <br /> PROPOSED ELEVATION PCP PERMANENT CONTROL POINT <br /> TYP TYPICAL <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF �r (P) PER PLAT <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR CONCRETE (C) CALCULATED <br /> OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING A/C AIR CONDI7IONER PB PLAT BOOK <br /> PGS PAGES <br /> DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY g/yr SIDEWALK S0. FT. SQUARE FEET <br /> CONSTRUCTION. (A) PER AFFIDAVIT F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> F.I.R.M. FLOOD INSURANCE RATE MAP <br /> THIS IS NOT A SURVEY NAVD NORTH AMERICAN VERTICAL DATUM <br /> D&AE DRAINAGE do ACCESS EASEMENT(PUBLIC) <br /> THIS IS A PLOT PLAN ONLY LIE DRAINAGE EASEMENT uPUBLC) <br /> FLOOD NOTE: W&LE WALL d0 LANDSCAPE EASENT(PRIVATE) <br /> I HAVE EXAMINED THE F.I.R.M. MAP NO. 12101CO293F. DATED <br /> 09/26/2014, AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE SURVEYOR NOTES: <br /> PARTIALLY IN ZONE'X&AE'. ZONE'X'. AREAS DETERMINED TO BE 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN.ZONE'AE'. LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> DENOTES AREAS DETERMINED TO BE SPECIAL FLOOD HAZARD AREAS OF WAY, RESTRICTIONS OF RECORD WHICH <br /> SUBJECT TO INUNDATION BY THE 1%ANNUAL CHANCE FLOOD EVENT, MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> BASE FLOOD ELEVATIONS DETERMINED TO BE B5,1. THE SURVEYOR <br /> MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE 2. NO UNDERGROUND IMPROVEMENT'S HAVE BEEN <br /> CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: <br /> BEARINGS SHOWN HEREON ARE BASED ON THE NORTHEASTERLY LINE A15PA 3. NOT VALID WITHOUT THE AUTHENTIC <br /> OF LOT 41. BLOCK 9 BEING S17Ti9'12'E,PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> REVISED: A IMI E FR I C A N SURVEYOR AND MAPPER. <br /> (FIELD DATE:) S U FR V E Y I NO <br /> rLu,+co,e <br /> Dlr9gnd by Jam W Bol <br /> SCALE: 1' 30 FEET N:c— mnea,l <br /> , <br /> DAMEyICANBeING&MAPPING, <br /> 8cM APPING INC. <br /> APPROVED BY: � CERTIFICATION OF AUTHORIZATION NUMBER LB 393 INC —lamesWo mn <br /> emall- Lan@asmcorporate.com FOR <br /> 190901 LOT 41, BLOCK 9 3191 MAGUIRE BOULEVARD. SUITE 200 a„ .�;;;:" Da,e:2o o.aem.ix0asx:io-0a•oo' 7HE <br /> JOB NO. ORLANDO. FLORIDA 32803 FIRM <br /> (407) 426-7979 <br /> DRAWN BY: DS8 PLOT PLAN OB 10 2020 JG WWWAMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE <br />