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PLOT PLAN DESCRIPTION:(AS;FURNISHED) LOT 11, BLOCK 10, ZEPHYR LAKES SUBDIVISION PHASES 1A, 2A, 2B, AND 4A AS RECORDED IN PLAT BOOK 80, PAGE(S) 37-48, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. ON LOT CALCULATIONS LOT = 4,600 SO. FT. LIVING AREA = 1,048 SO. FT. GARAGE = 403 SQ. FT. ENTRY = 32 SQ. FT. LANAI = 0 SQ. FT. PATIO - 80 SO. FT. DRIVEWAY = 408 SQ. FT. A/C PAD = 12 SQ. FT. Line Table WALKWAY = 31 SQ. FT. = 44% une III Direction Length IMPERVIOUS = 2014 SQ. FT. LI N0034'S2'E 40.00' SOD = 2.586 SO. FT. OFF LOT CALCULATIONS RIGHT OF WAY = 467 SO. Fr. DRIVE APRON = 151 SQ. FT. iz PUBLIC S/W = 200 SO. FT. SOD = 116 SQ. FT. 1" = 30' E TOTALS AREA = 5,067 SQ. FT. 0 15 30 DRIVEWAY = 559 SQ. FT. SIDEWALK = 231 SO. FT. SOD = 2,702 SO. FT. G. 28 — �4 l'-0 00 0)0 ED _j 0 az S89*25'0899E 115.00'7q/ W D&AE C4 0 46.r �'�- w- ( g 117 C3 0 44 04-0 000 a-I. Ada bI V, 3.3' C-4 _'o gn w 0 - M --moy c o a" o' ; w . ................... n SOD V) 5'D&AE N89po w N89*25'08"W 115.00' 0 0 -y- 0 0 0 O 0 M AL PRO B-11EPARED-1101IRW F R:OWT* BUILDING SETBACKS FRONT* 20' GARAGE: 25' REAR: 15' SIDE: 5! SIDE STREET: 15' LEGEND: NOTES: 1. PROPOSED ELEVATIONS SHOWN HEREON ARE BUILDING SETBACK LINE PI POINT OF INTERSECTION BASED ON THE APPROVED ENGINEERING PLANS CENTERLINE PT POINT OF TANGENCY PC POINT OF CURVATURE PREPARED BY HAMILTON ENGINEERING & RIGHT OF WAY LINE RP RADIUS POINT SURVEYING INC.. PRC POINT OF REVERSE CURVATURE 2. ELEVATIONS ARE BASED ON NAVD 1985 --o—o PROPOSED ELEVATION PCP PERMANENT CONTROL POINT DATUM. TYP TYPICAL PROPOSED DRAINAGE FLOW CS CONCRETE SLAB THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES P) PER PLAT CONCRETE C) CALCULATED ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PB PLAT BOOK THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR A/C AIR CONDITIONER PGS PAGES OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING S/W SIDEWALK SO. FT. SQUARE FEET DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCYF.I.R.M* FLOOD INSURANCE RATE MAP CONSTRUCTION. NAVD NORTH AMERICAN VER'nCAL DATUM DRAINAGE&UTILITY THIS IS NOT A SURVEY DE D&UE DRAINAGE EASEMENT EASEMENT THIS IS A PLOT PLAN ONLY UE UTILITY EASEMENT(PUBLIC) FLOOD NOTE: SURVEYOR NOTES: I HAVE EXAMINED THE F.I.R.M.MAP NO.1210ICO293F. 1. THE SURVEYOR HAS NOT ABSTRACTED THE DATED 09/26/2014,AND FOUND THE SUSECT PROPERTY APPEARS TO LAND SHOWN HEREON FOR EASEMENTS. RIGHT UE IN ZONE'r.AREAS DETERMINED TO BE OUTSIDE THE 0.211 ANNUAL OF WAY, RESTRICTIONS OF RECORD WHICH CHANCE FLOODPLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO MAY AFFECT THE TITLE OR USE OF THE LAND., THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEENI LOCATED EXCEPT AS SHOWN. BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF DAME 3. NOT VALID WITHOUT THE AUTHENTIC JRAY DRIVE BEING N0034!52!E.PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC ELECTRONIC SEAL OF A FLORIDA LICENSED A.M I—=FZ I SURVEYOR AND MAPPER. (FIELD DATE:) REVISED: "nooft, 11 Digitally signed by James W. S u N/F=-)r I C31, j� Boleman SCALE. 1* 30 FEET DN:cn=JamesW.BoIem3n, 8c MAPPING INC. 'a S yi�- Lw,- - en nc um ing& _�o -14B APPROVED BY., pping,In FOR CERTIFICATION OF AUTHORIZATION NUMBER L13#6393 email=ltfol eman@asmcorPate.co 3191 MAGUIRE BOULEVARD, SUITE 200 THE 190901 LOT 11,BLOCK 10 M,C=US JOB NO. ORLANDO. FLORIDA 3280 Date:2020.03.1014.41:24-"W FIRM FLIP RIGHT 03/10 20 limswo (407) 426-7979 DRAWN BY. RMS 0 WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE 0 PLOT PLAN 03/051202LO GO