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PLOT PLAN <br /> DESCRIP,TION:(AS FURNISHED) <br /> LOT 10, BLOCK 8, ZEPHYR LAKES SUBDIVISION PHASES 1A, 2A, 28, AND 4A <br /> AS RECORDED IN PLAT BOOK 80, PAGE(S) 37=48, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> LANDSCA ACT 0 <br /> I E . <br /> o, AREA (PRIVA7�) <br /> 9 I C3 <br /> I <br /> COT- ;' o <br /> I B 10 <br /> SO / <br /> tz9 71 CK <br /> w I 1/C DR;yN4 Sp p t 8 7/� z <br /> ?Qr —� 4 /Y6 GRAPHIC SCALE <br /> LOT N 0 15 30 <br /> BOCK 8 / Deer ' >ear; <br /> 0' <br /> It <br /> h PR�S c� I <br /> ID <br /> Z if COckB <br /> SLa 2\Q ON LOT CALCULATIONS <br /> CUO � LOT = 7,126 SO. FT.. <br /> LIVING AREA _ 1,828 SO. FT. <br /> GARAGE - 430 SQ. FT. <br /> 0. ENTRY = 16 SQ. FT. <br /> RIB e8. <br /> LANAI _ <br /> ,:'�;;.?.;• .,.", 7 88 SQ. FT. <br /> w I•: <br /> PATIO = 0 SO. FT. <br /> DRIVEWAY = 431 SQ. FT. <br /> A/C PAD = 12 SQ. FT. <br /> WALKWAY = 28 SO. FT. <br /> IMPERVIOUS = 40% <br /> �t>a6� = 2833 So. FT <br /> SOD = 4,293 So. FT. <br /> OFF LOT CALCULATIONS <br /> RIGHT OF WAY - 561 So. FT. <br /> � DRIVE APRON = 153 SQ. FT.000zD PUBLIC s/W = 222 so. FT. <br /> �aYT OF E OF PRC 8 \�S£op NF SOD = 186 SQ. FT. <br /> wAl QS /Dry - \ P4!POfj41 4t. TOTALS <br /> AREA = 7.687 SQ. FT. <br /> peR�A Ot SOB �o DRIVEWAY = 584 SQ. FT. <br /> S <br /> WIDE RIP9/)V o SIDEWALK = 250 SO. FT. <br /> +• �?NG SOD = 4,479 SQ. FT. <br /> FACT pl DR <br /> I V NF <br /> PREPARED FOR: <br /> B-11-H01111WRL <br /> ,.L&gfe1cF r jyj� ¢' Curve Table <br /> if" Curve III Length Radius Delta Chord Bearing Chord <br /> BUILDING SETBACKS C1 16.49' 1150.00' 0.49'17' N76z7'46eW 16.49' <br /> FRONT: 20 C2 28.50' 112.50' 1431'01' N6936'54�W 28.43' <br /> GARAGE: 25' C3 74.63' 980.00' 4'21'47' S76'50'23'E 74.61' <br /> REAR: 15' <br /> SIDE: S. C4 118.29' 87.50' 1121-IV N3808'46'W 109.48' <br /> SIDE STREET. 15' C5 1 22.17' 1 87.50' 1431.01' N6936'54'W 22.11' <br /> NOTES: C6 98.12' 87.50 6256.15` N3053'16-W 91.36' <br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE <br /> BASED ON THE APPROVED ENGINEERING PLANS <br /> PREPARED BY HAMILTON ENGINEERING & <br /> SURVEYING INC.. LEGEND: <br /> 2- ELEVATIONS ARE BASED ON NAVD 1988 <br /> DATUM. <br /> 3. FOR ALL LOTS WHERE SIDE-YARD SETBACKS — — — BUILDING SETBACK LINE PI POINT OF INTERSECTION <br /> ARE LESS THAN 7.50 FEET, A MINIMUM 5.00 _ PC POINT OF CURVATURE <br /> FOOT WIDE DRAINAGE & ACCESS EASEMENT IS CENTERUNE PT PONT OF TANGENCY <br /> RIGHT OF WAY LINE RP RADIUS POINT <br /> HEREBY CREATED ON ALL SIDE LOT LINES, I PRC POINT OF REVERSE CURVATURE <br /> UNLESS OTHERWISE NOTED. PROPOSED ELEVATION PCP PERMANENT CONTROL POINT <br /> T P TYPICAL <br /> PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> PE PLAT <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES :;r:::i CONCRETE (�� CALCULATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PB PLAT BOOK <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR A/C AIR CONDITIONER PGS PAGES <br /> OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING S/W SIDEWALK SQ. Fr. SQUARE FEET <br /> DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY F.EM.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> CONSTRUCTION. F.I.R.M. FLOOD INSURANCE RATE MAP <br /> NAVD NORTH AMERICAN VERTICAL DATUM <br /> DRAINAGE THIS IS NOT A SURVEY DEUE DRAINAGE EA UTILITY <br /> SEMEN(T�SEMENT <br /> UE UTILITY EASEMENTTHIS IS A PLOT PLAN ONLY D&AE DRAINAGE &ACCESSPUBLIC EASEMENT FOR MAINTENANCE EASEMENT <br /> FLOOD NOTE: I HAVE EXAMINED THE F.I.R.M.MAP NO.12101CO293F, SURVEYOR NOTES: <br /> DATED C19/26/20K AND FOUND THE SUBJECT PROPERTY APPEARS TO UE 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> PARTIALLY IN ZONE ANNUAL&AE'. ZONE ANCE FLO AREAS oEIERMINED To BE LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> TES <br /> REEAAS DETTERMINED M B SPECIIALL FLOOOD H�DZAARREAS�iBJEECCT TO OF WAY, RESTRICTIONS OF RECORD WHICH <br /> INUNDATION BY THE 1R ANNUAL CHANCE FLOOD EVENT,BASE FLOOD MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> ELEVA110NS DETERMINED TO BE 85.1'.THE SURVEYOR MAKES NO <br /> GUARANTEES AS TO THE ABOVE INFORMA710N.PLEASE CONTACT THE LOCAL 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: <br /> BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHEASTERLY LINE 3. NOT VALID WITHOUT THE AUTHENTIC <br /> 36'OF LOT 10 BLOCK 8 BEING S2737'W.PER PLAT. A, 5hAELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> (FIELD DATE:) <br /> REVISED: A M E FR I CAN SURVEYOR AND MAPPER. <br /> - 30 FIf'f S U RV EY I N G Digitally signed by James W Boleman <br /> SCALE: Y <br /> a c'�"�r'O DN:FUS,st=Flodda,l=0dando, <br /> 8c MAPPING INC. °"N0 o-AMERICANSURVEYING& <br /> APPROVED BY: JB esws _'MAPPING,INC.—James W <br /> CERTIFICATION OF AUTHORIZATION NUMBER LB{6393 ' e eeeman._ <br /> 190901 L07 10,BLOCK B 3191 MAGUIRE BOULEVARD, SUITE 200 ''•y°°w,a email=fbolemanpasmcorporate.cor <br /> IFIE <br /> JOB NO. ORLANDO. FLORIDA 32803 �La Date:2020.05.11 IM:34-04'00' FIRM <br /> (407) 426-7979 DRAWN BY: RMB PLOT PLAN 05 04 2020 GO WWW•AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEM N PSM# 6485 DATE <br />