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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 11, 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 /> Curve Table PRIVA7ERACT 'Cy <br /> Curve p Length Radius Delta Chord Bearing Chord LANDSCAPE AREA FLOOD ZONE "AE" <br /> _ EL=85.1 <br /> C1 40.60' 112.50' 20'40'34' N52'01'06'W 40.38' <br /> C2 28.03' 980.DD' 1'38'19" S79'50'26'E 28.03' g0't / 2 Ali <br /> C3 118.29' 87.50' 77'27'16' N38'08'46'W 109.48' <br /> C4 53.75' 87.50' 3511'35' N59'16'37-W 52.90. _ 0• (q"9L <br /> CS 1 64.54' 1 87.50' 42'15'41- N2D'32'59-W 63.09' <br /> q�Fq GRAPHIC SCALE <br /> OT \ �? Emm <br /> 0 15 30 <br /> O,p4//Jy0L 8 \ 2X' FLOOD ZONE "X" <br /> GO k > <br /> C \ <br /> e '0 8 / I 89.8 <br /> 6 / i <br /> FLOOD ZONE "AE" 2 a 11Al <br /> �(/ / I \ <br /> 00 <br /> 1 /• q�j , APPROXIMATE <br /> FO B. DELINEATION LINE <br /> MAP FROM FEMA. <br /> r •: .::.: 60. %v ip1Y <br /> `lg •., CO p• /• `a FLOOD ZONE 'AE" <br /> 436 F,y.P�,o a //� 5 `�' EL=85.1 <br /> \ r ' <br /> 0. <br /> PRC <br /> 88.50 <br /> \ ON LOT CALCULATIONS <br /> SO• pO i,�i� LOT = 8,350 SQ. FT. <br /> q� g�� LIVING AREA = 1,104 SQ. FT. <br /> GARAGE = 437 SO. FT. <br /> APi ENTRY = 111 SO. FT. <br /> LANAI = 0 SO. FT. <br /> Lq�T <br /> 'q70Sp O L \ DRIVEWAY = 440 SQ. FT. <br /> A/C PAD = 12 SQ. FT. <br /> WALKWAY 0 <br /> PREPARED FOR: ��� �� IMPERVIOUS = 27% SQ. Fr. <br /> = 2214 SQ. FT. <br /> z <br /> R•HORIDN'I s SOD = 6,136 SQ. FT. <br /> pp `� OFF LOT CALCULATIONS <br /> Cf'�GGit aLiLfG1C O-- <br /> RIGHT OF WAY = 461 SQ. FT. <br /> BUILDING SETBACKS ikn 40,1 DRIVE APRON = 1 SQ. FT. <br /> PUBLIC 5/W = 19898 SQ. FT. <br /> FRONT: 22' SOD = 129 SQ. FT. <br /> GARAGE: 27' TOTALS <br /> REAR: 13' AREA = 81811 SQ. FT. <br /> SIDE: 5' I DRIVEWAY = 574 SQ. FT. <br /> SIDE STREET: 15' <br /> SIDEWALK = 228 SQ. FT. <br /> PT SOD = 6,265 SQ. FT. <br /> NOTES: <br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE <br /> BASED ON THE APPROVED ENGINEERING PLANS <br /> PREPARED BY HAMILTON ENGINEERING & LEGEND: <br /> SURVEYING INC.. <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 — BUILDING SETBACK LINE PI POINT OF INTERSECTION <br /> DATUM. PC POINT OF CURVATURE <br /> 3. FOR ALL LOTS WHERE SIDE-YARD - - - CENTERUNE PT POINT OF TANGENCY <br /> RIGHT OF WAY LINE RP RADIUS POINT <br /> SETBACKS ARE LESS THAN 7.50 FEET, A — — PRC POINT OF REVERSE CURVATURE <br /> MINIMUM 5.00 FOOT WIDE DRAINAGE AND / PROPOSED ELEVATION PCP PERMANENT CONTROL POINT <br /> ACCESS EASEMENT IS REQUIRED PER PASCO TYP TYPICAL <br /> COUNTY LAND DEVELOPMENT CODE. PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> (P) PER PLAT <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES 0 CONCRETE (C) CALCULATED <br /> PLAT <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/C AIR CONDITIONER FIGS PAGES BOOK <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR S/W SIDEWALK SO. FT. SQUARE FEET <br /> OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING (A) PER AFFIDAVIT F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY F.I.R.M. FLOOD INSURANCE RATE MAP <br /> CONSTRUCTION. NAVD NORTH AMERICAN VERTICAL DATUM <br /> D&AE DRAINAGE&ACCESS EASEMENT(PUBLIC) <br /> THIS IS NOT A SURVEY LIE UTIUITY NAGE EASEMENT(PUBLIC)PUBLIC) <br /> THIS IS A PLOT PLAN ONLY w&LE WALL&LANDSCAPE EASENT(PRIVATE) <br /> FLOOD NOTE., I HAVE EXAMINED THE F.I.R.M. MAP NO. 12101CO293F, SURVEYOR NOTES: <br /> DATED 0912612014,AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> PARTIALLY IN ZONE'X&AE'. ZONE'X',AREAS DETERMINED TO BE LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN. ZONE'AE',DENOTES OF WAY, RESTRICTIONS OF RECORD WHICH <br /> AREAS DETERMINED TO BE SPECIAL FLOOD HAZARD AREAS SUBJECT TO MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> INUNDATION BY THE 1R ANNUAL CHANCE FLOOD EVENT, BASE FLOOD <br /> ELEVATIONS DETERMINED TO BE 85.1. THE SURVEYOR MAKES NO <br /> GUARANTEES AS TO THE ABOVE INFORMATION.PLEASE CONTACT THE LOCAL 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> F.E.M.A. AGENT FOR VERIFICATION. LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: <br /> BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE A5hR 3. NOT VALID WITHOUT THE AUTHENTIC <br /> OF LOT 11. BLOCK 8 BEING N27'38'37'E, PER PLAT, ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> ^ ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> REVISED: A M E C A N FR I SURVEYOR AND MAPPER. <br /> (FIELD DATE:) U R V E Y I N G <br /> '.,Digitally si9n¢d 6y lamesW eoleman <br /> SCALE: 1'= 30 FEET os"'•iv;•;aa.^ DN:c=US.st=Flarida,l--0dando, <br /> 8CM A P P I N G I N C. z' o,. o=AMEBICAN 9UBVEYING& <br /> APPROVED BY: JB MAPPING,INC"cn=JamesW <br /> CERTIFICATION OF AUTHORIZATION NUMBER UB#6393 •• <br /> .+'+' emaiHboleman@asmcorporate.com FOR <br /> 3191 MAGUIRE BOULEVARD, SUITE 200 "7an:;:�•`' Date:2020.08.1208:1934-04'00 THE <br /> JOB NO. 190901 LOT 11, BLOCK 8 ORLANDO, FLORIDA 32803 FIRM <br /> DRAWN BY: DSB WWW.AMERICANSUR <br /> PLOT PLAN 06 10 2020 JG VEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE <br />