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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 26, 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 /> PC <br /> Line Table <br /> Line Direction ngth <br /> } L1 N0034'52"E .00' <br /> w3 <br /> z� <br /> �0 Im z <br /> I— <br /> x <br /> 1" = 30' <br /> bIRE LOT 25 GRAPHIC SCALE <br /> nq <br /> ml I BLOCK 8 I 0 15 30 <br /> WI I i <br /> S89'25'08"E 0��p ma's ' <br /> 25.00' S89'25'08"E 114.82' - <br /> 3 I 5' D&AE iv <br /> 27.0' _ <br /> Lu <br /> Vo <br /> LLL� 70.0 A C*a = ¢ <br /> Z :;1 'm �.: t> NI IZ N O r <br /> �c7> I rr. ;,.. PROP ED 1504 6.0' U , Cn I Zw <br /> a-<M i I ec� �•`. ,,,J. .: - ;;6.3' COVERED ALLEX"D" N 0I O 1Z CV O UgQ <br /> a. FINISH FLOOR J rn <br /> Qo m 3 i I, ENTRY ELEVATI N=90.90' z J I D7 a o O <br /> O c <br /> m rn I t� 5' D&AE <br /> DAME RAY DRIVE �90 N89'25'08" 114.89' <br /> I <br /> TRACT "P" <br /> 50' WIDE PRIVATE ROADWAY PI I LOT 27 <br /> CENTERUNE OFJ I BLOCK 8 <br /> RIGHT OF WAY <br /> I <br /> 0 LOT CALCULATIONS <br /> LOT = 4,594 SQ. FT. <br /> LIVING AREA = 1,504 SQ. FT. <br /> GARAGE = 390 SQ. FT. <br /> ENTRY = 31 SQ. FT. <br /> LANAI = 86 SQ. FT. <br /> PATIO = 0 SQ. FT. <br /> DRIVEWAY = 432 SQ. FT. <br /> A/C PAD = 12 SQ. FT. <br /> WALKWAY = 61 SQ. FT. <br /> IMPERVIOUS = 55; <br /> 2516 SQ. FT. <br /> SOD = 2,078 SQ. FT. <br /> OFF LOT CA,CULATIONS <br /> PREPARED FOR: RIGHT of WAY = 480 SO. FT. <br /> DRIVE APRON = 133 SQ. FT. <br /> D°RHOMON' PUBLIC s = 200 SQ. FT. <br /> t�ei ica �tctY SOD = 147 SO. FT. <br /> TOTALS <br /> AREA = 5,074 SQ. FT. <br /> BUILDING SETBACKS DRIVEWAY = 565 SQ. FT. <br /> FRONT: 20 SIDEWALK = 261 SQ. FT. <br /> GARAGE: 25' SOD = 2,225 SQ. FT. <br /> REAR: 15' <br /> SDE: 5' <br /> SIDE STREET: 15' <br /> NOTES: LEGEND: <br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE — —•— BUILDING SETBACK U E PI POINT OF INTERSECTION <br /> BASED ON THE APPROVED ENGINEERING PLANS PC POINT OF CURVATURE <br /> PREPARED BY HAMILTON ENGINEERING & — — CENTERLINE PT POINT OF TANGENCY <br /> SURVEYING INC.. —— — RIGHT OF WAY UNE RP RADIUS POINT <br /> PRC POINT OF REVERSE CURVATURE <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 PROPOSED ELEVATION PCP PERMANENT CONTROL POINT <br /> DATUM. TYP TYPICAL <br /> ===> PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES _,ri•'i_ CONCRETE (P) PERCAL PLAT <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/C AIR CONDITIONER PB PLAT BOOK <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR PGS PAGES <br /> OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING S/W SIDEWALK SQ. FT. SQUARE FEET <br /> DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> CONSTRUCTION. F.IHM. FLOOD INSURANCE RATE MAP <br /> NAVD NORTH AMERICAN VERTICAL DATUM <br /> D&UE DRAINAGE &UTIUTY EASEMENT <br /> THIS IS NOT A SURVEY DE DRAINAGE EASEMENT(PUBUC) <br /> UE UTIUTY EASEMENT(PUBLIC) <br /> THIS IS A PLOT PLAN ONLY D&AE DRAINAGE do ACCESS EASEMENT <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EXAMINED THE F.I.R.M. MAP NO. 12101CO293F, 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> DATED 09/26/2014, AND FOUND THE SUBJECT PROPERTY LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> APPEARS TO LIE IN ZONE "X", AREAS DETERMINED TO BE OF WAY, RESTRICTIONS OF RECORD WHICH <br /> OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. THE MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. LOCATED EXCEPT AS SHOWN. <br /> AGENT FOR VERIFICATION. <br /> BEARING BASIS: 3. NOT VALID WITHOUT THE AUTHENTIC <br /> BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF BROAD ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> POINTE DRIVE BEING SGO34'52"W PER PLAT. A M E RMI (:D <br /> 1 ELECTRONIC <br /> SURVEYOR AND OF A FLORIDA LICENSED <br /> (FIELD DATE:) REVISED: , <br /> SU RV IC "0101 ", Digitally signed by JamesW. <br /> SCALE: 1"= 30 FEET a d+':�ti:;q% t�DNB.Ie na James W.eoleman, <br /> 8c MAPPING INC. `° = , <br /> APPROVED BY: JB � _ i'.I American Surveying&Mapping, <br /> CERTIFICATION OF AUTHORIZATION NUMBER U3 393 or ��Inc.ou=HB, <br /> '•.Mim. +o --e I=JBoleman@asmcor orate.co FOR <br /> 3191 MAGUIRE BOULEVARD, SUITE 200 s P�� m,c=US p THE <br /> 190901 LOT 28, BLOCK 8 •rndonemm,,` Date:2019.09.24113724-04'00' <br /> JOB NO. ORLANDO, FLORIDA 3280 mmm�""`"'m ,;: FIRM <br /> (407) 426-7979 <br /> DRAWN BY: DSB PLOT PLAN 09-19-19 JSO WWW.AMERICANSURVEYINGANDMA PING.COM JAMES W. BOLEMAN PSM# 6485 DATE <br />