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PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 1, 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 = 7,145 SQ. FT. LIVING AREA = 1,828 SQ. FT. GARAGE 430 SQ. FT. ENTRY = 16 SO. FT. LANAI 88 SQ. FT. PATIO = 0 SQ. FT. DRIVEWAY 408 SO' FT. A/C PAD = 12 SQ. FT. WALKWAY = 28 SO. FT. IMPERVIOUS = 39% = 2810 SO. FT. PI EL SOD = 4,335 SO. FT. OFF LOT CALCULATIONS ad RIGHT OF WAY = 2277 SO. FT. Z DRIVE APRON = 133 SO. FT. 1" = 30' PUBLIC S/W = 856 SO. FT. GRAPHIC SCALE SOD = 1,288 SO. FT. I o r 0 15 30 TOTALS m 3 AREA = 9.422 SQ. FT. :3 DRIVEWAY = 541 SQ. FT. F- SIDEWALK = 884 SO. FT. I �_ W SOD = 5,623 SO. FT. 9� > a 0 co r� a 00 LOT 2 03 I BLOCK 10 I I 00 a `9. I 0 W _.—._. S89'25'08"E 115.00' "B2zs�e'w JI Z o CR V D&AE -,a Iirm m ----•m------------ Lo 29.8' -------- o— -- 59.7' -- I Z5.5' i 59.67 co w < a 0 0 �W N o e�N DO cd IR U LLI V ~ O zl iq I Om ma:. B•0. Q .7..,,.'. 25.5i - PI bI I I o ------- � PLAT BOUNDARY 51.7' I. / �^ 0 i sq Z ----------o---------------------in-�� ZEPHRHI LS COLONY J fl: m 1� COMPANY 10'UE 9h' PLAT BOOK 1,PAGE 55 —— P6g BOUNDARY - ZEPHRHILLS COLONY COMPANY PLAT BOOK 1, PAGE 55 Una Table PREPARED FOR: Una d DfrecUon Length 0-I6'HOMON, L1 S003V52-W 3a.00' Curve Table BUILDING SETBACKS Curve d Len9u Radlue ' Delta Chord Bearing Chord FRONT: 20' Ci 1 39.06' 25.00' 11931'02'1 S4520'51'W 35.21' GARAGE: 25' REAR: 15' SIDE: 5' SIDE STREET: 15' NOTES: LEGEND: 1. PROPOSED ELEVATIONS SHOWN HEREON ARE — BUILDING SETBACK LINE PI POINT OF INTERSECTION BASED ON THE APPROVED ENGINEERING PLANS PC PONT OF CURVATURE PREPARED BY HAMILTON ENGINEERING & ——— CENTERLINE PT POINT OF TANGENCY SURVEYING INC.. — —— — RIGHT OF WAY LINE RP RADIUS POINT PRC POINT OF REVERSE CURVATURE 2. ELEVATIONS ARE BASED ON NAVD 198E 0.0PROPOSED ELEVATION PCP PERMANENT CONTROL POINT DATUM. TYP TYPICAL PROPOSED DRAINAGE FLOW CS CONCRETE SLAB THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE (P) PER PLAT ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF 0 (C) CALCULATED A/C AIR CONDITIONER PS PLAT BOOK THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR PGS PAGES OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING S/W SIDEWALK SQ. FT. SQUARE FEET DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY CONSTRUCTION. F.I.R.M. FLOOD INSURANCE RATE MAP NAVD NORTH AMERICAN VERTICAL DATUM THIS IS NOT A SURVEY D&UE DRAINAGE&UTILITY EASEMENT DE DRAINAGE EASEMENT(PUBUC) THIS IS A PLOT PLAN ONLY UE UTILITY EASEMENT(PUBLIC) D&AE DRAINAGE&ACCESS EASEMENT FLOOD NOTE: SURVEYOR NOTES: I HAVE EXAMINED THE F.I.R.M. MAP NO. 12101CO293F, 1. THE SURVEYOR HAS NOT ABSTRACTED THE DATED 09/26/2014. AND FOUND THE SUBJECT PROPERTY LAND SHOWN HEREON FOR EASEMENTS, RIGHT APPEARS TO LIE IN ZONE -X', AREAS DETERMINED TO BE OF WAY, RESTRICTIONS OF RECORD WHICH OUTSIDE THE 0.2X ANNUAL CHANCE FLOODPLAIN. THE MAY AFFECT THE TITLE OR USE OF THE LAND. SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. LOCATED EXCEPT AS SHOWN. BEARING BASIS: A!5hA BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF BROAD 3. NOT VALID WITHOUT THE AUTHENTIC ELECTRONIC SIGNATURE AND THE AUTHENTIC POINTE DRIVE BEING SDO34'52'W PER PLAT. A M E R 1 CA N SELECTRONIC URVEYOR AND MAPPER. OF A FLORIDA LICENSED (FIELD DATE:) REVISED: SCALE: ,•-3o FEET S U RV I-Y 1 N G Digitally signed by lames W. � y•°"�•e+�.: DNBole na James W.Bateman, 4& MAPPING INC. 41�°` APPROVED BY: JS F". �ws�•-_lk o=Amerion Surveying&Mapping, CERTIFICATION OF AUTHORIZATION NUMBER LBd6393 — o `Inc"ou=HB, 3191 MAGUIRE BOULEVARD, SUITE 200a'•a " A email=JBdleman@asmcorporate.co FOR JOB NO, 190901 LOT 1, BLOCK 10 ORLANDO. FLORIDA 32803 ' '�:,�%;<' m,C=US THE a+wnnnos Date:2019.09.2416.5352-04'00' FIRM DRAWN BY: OSB (407) 426-7979 PLOT PLAN 09-19-19 ZA WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE