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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 4, BLOCK 2, 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 /> S0 �Fq T ST <br /> °F PRit� RcH OR�� <br /> N / T Op <br /> 93 1Yq\ iz <br /> as / <br /> / -•t: GRAPHIC SCALE <br /> �.r��•�m �"��'(yf: 0 1 so <br /> NOT O <br /> 406, <br /> C9 to <br /> 40T i a <br /> e�0 <br /> N <br /> pj' ON LOT CALCULATIONS <br /> '2 LOT = 6,059 SO. FT. <br /> LIVING AREA = 2,034 SO. FT. <br /> GARAGE = 458 SO. FT. <br /> LANAI — 218 SO. FT. <br /> o /h 4Q ENTRY SLAB = 23 SO. FT. <br /> T DRIVEWAY = 406 SO. FT. <br /> 3ger e(OCk3 A/C PAD = 12 SO. FT. <br /> =S2. 2 WALKWAY = 36 SQ. FT. <br /> 76,J. m•:•i;;;'., 3• 3 IMPERVIOUS = 53% <br /> u mil •. t — 3215 SO. FT. <br /> SOD = 2,844 SQ. FT. <br /> o h O OFF LOT CALCULATIONS <br /> 'V 4O� -� 00 RIGHT OF WAY = 680 SO. FT. <br /> � DRIVE�0 4\' Z PUBLIC AS/WN = 2611 SQ. FT. <br /> B <br /> O S9 s k 2 N SOD = 267 SQ. FT. <br /> co TOTALS <br /> C? AREA = 6,739 SO. FT. <br /> a DRIVEWAY = 558 SO. FT. <br /> (,VO•S,gCT 9O SIDEWALK = 297 so. Fr. <br /> CPR�4Vj't4 2 \ SOD = 3,111 S0. FT. <br /> Curve Table <br /> Curve+ Length Radius Delta Chord Bearing Chord <br /> PREPARED FOR: Line Table C1 23.91' 1161.00' 11648' S66'4Y24'E 23.91' <br /> i Une 0 Direction Length <br /> D•1l•HOIUONOI,� L1 EN65-25'3.B*W <br /> E 28.19' C2 39.91' to4o.o0' 2'11'S6' N8871'38'W 39.91' <br /> FBCSf"4CC!'F 31€/ �° C3 291.16' 1188.00' 14'03'58' N73'13'59'W 290.43' <br /> L2 9.73' <br /> C4 288.74' 1188.00' 1253'10' N73'49'23'W 288.17' <br /> BUILDING SETBACKS C5 24.42' I188.00' I10`48' N66'47.24•W 24.43' <br /> FRONT: 20' <br /> GARAGE: 25' <br /> REAR: 15' <br /> SIDE: 5' <br /> SIDE STREET: 15' <br /> NOTES: <br /> LEGEND: <br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE — BUILDING SETBACK UNE PI POINT OF INTERSECTION <br /> BASED ON THE APPROVED ENGINEERING PLANS PC POINT OF CURVATURE <br /> PREPARED BY HAMILTON ENGINEERING & —— CENTERUNE PT POINT OF TANGENCY <br /> SURVEYING INC.. — — —— RIGHT OF WAY LINE RP RADIUS POINT <br /> 2. ELEVATIONS ARE BASED ON NAVD 1980 XX.XX PROPOSED ELEVATION PRC POINT OF REVERSE CURVATURE <br /> PCP PERMANENT CONTROL POINT <br /> DATUM. TYP TYPICAL <br /> PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES (P) PER PLAT <br /> 'ir::'i. CONCRETE (C) CALCULATED <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.I.R.M. FLOOD INSURANCE RATE MAP <br /> NAVD NORTH AMERICAN VERTICAL DATUM <br /> THIS IS NOT A SURVEY DEAF DRAINAGE EASEMENT EASEMENT <br /> THIS IS A PLOT PLAN ONLY UE UTILITY EASEMENT(PUBLIC) <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EXAMINED THE F.I.R.M. MAP NO. 12161CO293F. 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> DATED 09/26/2014, AND FOUND THE SUB,ECT PROPERTY APPEARS TO LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> LIE IN ZONE'X', 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. PLEASE CONTACT THE LOCAL REM.A. AGENT <br /> FOR VERIFICATION. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> BEARING BASIS: LOCATED EXCEPT AS SHOWN. <br /> A5hA <br /> BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE 3. NOT VALID WITHOUT THE AUTHENTIC <br /> OF LOT 4 BLOCK 2 BEING N2237'12-E,PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> A M E F�1 CAN ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> REVISED: SURVEYOR AND MAPPER. <br /> (FIELD DATE:) S U F2N/FEE NO'I N G Digitally signed by James W. <br /> SCALE: 1'- 30 FEET +.::':a e Boleman <br /> $e MAPPING INC- 't DN:cn=James W.Boleman, <br /> APPROVED BY: 'a <br /> �'o=American Surveying&Mapping, <br /> �'� <br /> CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 a nc,ou=" <br /> %'•.,�dn.,�:m�.?a email�boleman@asmcorpate.com FOR <br /> aoe No. 19090E LOT 4, BLOCK 2 319E ORGE BOULEVARD, SUITE LANDO, FLORIDA 32803 2a0 $ .-US THE <br /> Date:2020.02.2616.1033-05'00' FIRM <br /> DRAWN Br: RMB PLOT PLAN 02-28-20 JSO (WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DAB <br />