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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 39, 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 /> Cl 23.36' 75.00' 1750 W S0930'14-W 23.27' <br /> C2 59.18' 190.00' 17W44- N0930.14-E 58.94' <br /> / <br /> Line Table <br /> Line/ DlreaUon Length <br /> L1 S0034'52'W 25.12' <br /> / 50 tO' L2 N0034'52'E 25.12' <br /> S7�Ca�)�1 6�OCK 9 Z <br /> 1" = 30' <br /> „3¢�2$ GR PW�HIC SCALE <br /> 0 15 30 <br /> U ``���5•�d!E <br /> A <br /> 4jm 48.5' \N�� 11500, <br /> , /1— / <br /> VimI.- rn *W 4o.r �•m / <br /> W t:ac ro $ <br /> est4Tjeg Pi 20• 1�::,'�'.:;0�::,_'1='a,`• �'r: <br /> 241; <br /> W <br /> 45.9' \42er e.o I I 1 ^ L <br /> i ,7 r <br /> cV , 1 <br /> ----1----------'r.------ — J329'— g� <br /> ^ ------- f-- tL <br /> I 10'DE a z <br /> p ELM <br /> FLOOD ZONE "AE" N89"25'0 »W 1 I � - <br /> � �, r �• � 115.00 ,�,h .y'':� � I a� <br /> I - NRa V08'W FYaQ <br /> FLOOD ZONEt 25.00. LLJ <br /> I �> <br /> / LOT 38 l FLOOD ZONE 'AF.' I a <br /> BLOCK 9 W <br /> Z <br /> PPPROXIM'T: DELINIi.,1.TF3N LINE R o <br /> SCALEDFROM FEMA MAP. pt NU - <br /> rn <br /> i3 W <br /> ON LOT CALCULATIONS I z� <br /> LOT = 7.635 SO. FT. <br /> PREPARED FOR: LIVING AREA = 1,104 SQ. FT. b� <br /> GARAGE = 437 SQ. FT. <br /> D-R•HORMN' ENTRY = 43 SQ. FT. <br /> LANAI = 0 SQ. FT. <br /> PATIO = 80 SQ. FT. <br /> DRIVEWAY = 410 SQ. FT. PI <br /> BUILDING SETBACKS A/C PAD = 12 SQ. FT. <br /> WALKWAY = 30 SQ. FT. <br /> FRONT: 20' IMPERVIOUS = 28% <br /> GARAGE: 25' = 2116 SO. FT. <br /> REAR: 15, SOD = 5,519 SQ. FT. <br /> SIDE: 5' OFF LOT CALCULATIONS <br /> SIDE STREET: 15' RIGHT OF WAY = 546 SO. FT. <br /> DRIVE APRON - 133 SO. FT. <br /> NOTES: PUBLIC S/W = 239 SO. FT. <br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE SOD = 174 SQ. FT. <br /> BASED ON THE APPROVED ENGINEERING PLANS TOTALS <br /> PREPARED BY HAMILTON ENGINEERING & AREA = 8,181 SO. FT. <br /> SURVEYING INC. DRIVEWAY = 543 SO. FT. <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 SIDEWALK = 269 SQ. FT. <br /> DATUM. SOD = 5,693 SO. FT. <br /> 3. PURSUANT TO PASCO COUNTY LAND LEGEND: <br /> DEVELOPMENT CODE SECTION 902.2.K.2(b), FOR <br /> ALL LOTS WHERE SIDE-YARD SETBACKS ARE <br /> LESS THAN 7.50 FEET, A MINIMUM 5.00 FOOT —' —'— BUILDING SETBACK LINE PI POINT OF INTERSECTION <br /> PC POINT OF CURVATURE <br /> WIDE DRAINAGE AND ACCESS EASEMENT IS -- CENTERLINE PT POINT OF TANGENCY <br /> HEREBY CREATED ON ALL SIDE LOT LINES, - - RP RADIUS POINT <br /> RIGHT OF WAY LINE <br /> UNLESS OTHERWISE NOTED. �( PRO POINT OF REVERSE CURVATURE <br /> PROPOSED ELEVATION PCP PERMANENT CONTROL POINT <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES TYPICAL <br /> � PROPOSED DRAINAGE FLOW CS CS CONCRETE SLAB <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (P) PER PLAT <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR <br /> CONCRETE (C) CALCULATED <br /> OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING A/c AIR CONDITIONER PB PLAT BOOK <br /> DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY S/W SIDEWALK SO. PAGES <br /> CONSTRUCTION. 0. FT. SQUARE FEET <br /> F.EM.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> ANCE RATE MAP <br /> THIS IS NOT A SURVEY NAVD NORTH INSU AMERRCAN VERTICAL DATUM <br /> THIS IS A PLOT PLAN ONLY DEUE DRAINAGE EASEMENT EASEMENT <br /> UE UTILITY EASEMENT <br /> FLOOD NOTE: D&AE DRAINAGE&ACCESS EASEMENT <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 0.2x 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 1x ANNUAL CHANCE FLOOD EVENT, MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> BASE FLOOD ELEVATIONS DETERMINED TO BE 85.1.THE SURVEYOR <br /> MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION.PLEASE 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> CONTACT THE LOCAL F.&M.A. AGENT FOR VERIFICATION. LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: <br /> BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF DAME A5hA 3. NOT VALID WITHOUT THE AUTHENTIC <br /> RAY DRIVE BEING SGO34'52'9 PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> (FIELD DATE:) REVISED: <br /> A M E FR I C A N SURVEYOR ANDAMA°P AER FLORIDA LICENSED <br /> SU FR VE YI N G LLw DigitallysignedbyJamesWRoleman <br /> ......ao <br /> SCALE: 1 � 30 FEET �. DN:c=US,st=Florida,l=Orlando, <br /> $�y,f,e„ 'v -AMERICAN SURVEYING& <br /> 8cM APPING INC. , :: <br /> APPROVED BY: `� yyy._MAPPING,INC.cn=JamesW <br /> CERTIFICATION OF AUTHORIZATION NUMBER LB/6393 ,� eoeman„ FOR <br /> 3191 MAGUIRE BOULEVARD, SUITE 200 + email=)boleman@asmcorpomte.com7HE <br /> JOB NO. 190901 LOT 39,BLOCK 9 ORLANDO. FLORIDA 32803 " Date:2020.06.120&1&34-04'00' 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 />