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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 7, BLOCK 7, 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 /> ON LOT CALCULATIONS <br /> LOT - 8.314 SQ.'FT. <br /> LIVING AREA = 1,498 SQ. FT. <br /> GARAGE = 385 SQ. FT. <br /> Curve Table ENTRY = 17 SQ. FT. <br /> Curve#1 Length I Radlu. Delta Chord BecrIng Chord LANAI - 0 SO. Fr. <br /> ' <br /> CI 62.12 1935.W 3-48-2e N15-15!53-E 62-11' PATIO = 80 SQ. FT. <br /> DRIVEWAY = 435 SQ. FT. <br /> C2 52,5j3X758.OW- 3'511`15' N1739'31'E 52.52' A/C PAD = 12 SQ. FT. <br /> WALKWAY = 25 SO. FT. <br /> I Co. <br /> C3 3aaog' 960.00' 2251*51' N22W48*E 350.55' IMPERVIOUS = 29X <br /> S . <br /> C4 286.82r 960.W 16-4W37' N25-32!53E = 2452 SO. FT. <br /> a. ,279.82 SOD = 5,862 SQ. FT. IL <br /> De. <br /> C5 102.2r 9SO.00` GI06-14" Nl4'W58*E 11022V OFF LOT CALCULATIONS <br /> RIGHT OF WAY = 813 SQ. FT. <br /> DRIVE APRON = 152 SO. FT. <br /> PUBLIC S/W = 311 SQ. FT. 1" = 30' <br /> GR <br /> SOD = 350 SO. FT. Miul.L. <br /> TOTALS 0 15 30 <br /> AREA = 9,127 SO. FT. <br /> DRIVEWAY = 587 SO. Ft. <br /> SIDEWALK' = 336 SO. FT. <br /> SOD = 6,212 SO. FT. <br /> co <br /> C) <br /> Z 0 <br /> --4 <br /> (R�Celk <br /> I . 80 " <br /> 19 x, <br /> 00 zo <br /> d04- cy <br /> il-F. cj 146 <br /> j,wx <br /> Ix-- <br /> Icy gaf <br /> -J <br /> 40, <br /> -j <br /> n <br /> A/C <br /> S0.00. <br /> 27.0. <br /> (d <br /> 14 <br /> AD <br /> PREPARED FOR: -J 0 <br /> aPry-- -- If— I B-11-HOMN-s-ov. CT <br /> BUILDING SETBACKS <br /> FRONT: 20' <br /> GARAGE: 27' <br /> REAR: 13' <br /> SIDE. 5' <br /> SIDE STREET- 15! LEGEND: <br /> NOTES: BUILDING SETBACK LINE PI POINT OF INTERSECTION <br /> PC POINT OF CURVATURE <br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE CENTERUNE PT POINT OF TANGENCY <br /> BASED ON THE APPROVED ENGINEERING PLANS RIGHT OF WAY LINE RP RADIUS POINT <br /> PREPARED BY HAMILTON ENGINEERING & )gL701P POINT OF REVERSE CURVATURE <br /> SURVEYING INC.. PROPOSED ELEVATION PCRC P PERMANENT CONTROL POINT <br /> TYP TYPICAL <br /> 7- ELEVATIONS ARE BASED ON NAVD 1988 PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> DATUM. PER PLAT <br /> CONCRETE CALCULATED <br /> A/C AIR CONDITIONER <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES rcEp - PLAT BOOK <br /> PCs <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF S/W SIDEWALK SQ. PACES <br /> FT SQUARE FEET <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING F.I.R.M. FLOOD INSURANCE RATE MAP <br /> DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY NAVD NORTH AMERICAN VERTICAL DATUM <br /> D&UE DRAINAGE A:UTILITY EASEMENT <br /> CONSTRUCTION. DE DRAINAGE EASEMENT(PUBLIC) <br /> UE EASEM <br /> THIS IS NOT A SURVEY LWE U <br /> LANDTILISTY CAPE/WAULENT&PSEIMENIT(PRIVATE) <br /> THIS IS A PLOT PLAN ONLY D&AE DRAINAGE AND ACCESS EASEMENT <br /> - <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EXAMINED THE F.I.R.M. MAP NO. 12101002931`, 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> DATED 09/26/2014.AND FOUND THE SUBJECT PROPERTY APPEARS To LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> UE IN ZONE'r. AREAS DETERMINED TO BE OUTSIDE THE 0.2X ANNUAL OF WAY, RESTRICTIONS OF RECORD WHICH <br /> CHANCE FLOODPLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> THE ABOVE INFORMATION.PLUM CONTACT THE LOCAL F.E.M.A. AGENT <br /> FOR VERIFICATION. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: <br /> BEARINGS SHOWN HEREON ME BASED ON-THE SOIJIHERLY LINE OF LOT L5 m�� 3. NOT VALID WITHOUT THE AUTHENTIC <br /> 7 BLOCK 7 BEING N7X4V55W,PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> (FIELD DATE:) REVISED: AMERICAN SURVEYING SURVEYOR AND MAPPER. <br /> 111,1tally,11"IdbyJamesWBoleman <br /> SCALE: 1" 30 FEET & MAPPING9 INC. DN:c=US,,t-FIafldaj=0r1and., <br /> o=AMERICAN SURVEYING& <br /> MAPPING,INC,c�-Ja—W <br /> APPROVED BY. ja 801en, <br /> EE memall=jbolman@asmcorporate.com FOR <br /> D.W,2026.0.1408:04.09-Uw <br /> ,190901 LOT 7.BLOCK 7 <br /> JOB NO. — 3191 Maguire Blvd.Suite 200,Orlando,FL 3280 Adb.Aoobat—i—ii.II23 FIRM <br /> 407-426-7979 <br /> DRAWN BY. RMS I PLOT PLAN 10-12-2020 JSO amevcan&��.ccm-- JAMES W. BOLEMAN PSMI# 6485 DATE <br />