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PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 11,-BLOCK 2, 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 = 6,291 SO. FT. LIVING AREA — 2,034 SO. FT. Una Table GARAGE = 458 SQ. FT. Una#I DF tion Length ENTRY — 28 SQ. FT. >-- LANAI = 218 SO. FT. L7 I NOD31'35-E 48 43' PATIO = 0 SQ. FT. DRIVEWAY = 440 SQ. FT. A/C PAD = 12 SO. FT. Curve Table WALKWAY — 36 SQ. FT. Curve/ Length Radius Delta Chord Bearing Chord o IMPERVIOUS v 51R = 3226 SQ. FT. C1 1.57' 4&00' 1*59'37' N01'51'24'E 1.57' SOD = 3,065 SO. FT. C2 78.85' 80.00' 5678'13' N29*0941'E 7-5.69' OFF LOT CALCULATIONS RIGHT OF WAY = 946 SO. FT. C3 41.44' 80.00' 28'40'53' N42*29'21'E 40.98' 1' = 30' DRIVE APRON = 223 SQ. FT. GRAPHIC SCALE C4 37.41' 80.00' 2647'20' N14'15'15'E 37.06' PUBLIC S/W = 250 SO. FT. 0 15 30 SOD = 473 SO. FT. TOTALS AREA — 7,237 SQ. FT. DRIVEWAY = 663 SQ. FT. SIDEWALK = 286 SO. FT. i\ SOD = 3.538 SQ. FT. PT. LOT 12 I I BLOCK 2 I d�� N89VB'25'W 9M1ry9 REFERENCE�BEARI G) 9J? 9�s �V QG 33_59' _ S�89'08 25 E 125.65' om? 6�--- I28.3' 'd � 5'D&AE aNf�— 28.2' O Air 0 g 8 74 11 a .0' qm 6.0 ..•..,...•- 11.8':. ao$ of I— U to PI �, _,:,.;,,:,} a c N 1 ro - to H� N z O < O Uz 27.5' 70.0' ❑ iv 28.4I' O 0 a 5'D&AE N— i° uS— N89'08'25"W 125.99' I 'to (NON—RADIAL) qti' PREPARED FOR: H-H-HIJIMIN'" LOT 10 in ra'c 's ouff;i(ar BLOCK 2 BUILDING SETBACKS FRONT: 22' GARAGE: 27' REAR: 13' 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 1988 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 ;r::::. CONCRETE (C) CALCULATED ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/C AIR CONDITIONER PB PLAT BOOK THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR 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.EM.A. FEDERAL EMERGENCY MANAGEMENT AGENCY CONSTRUCTION. F.I.R.M. FLOOD INSURANCE RATE MAP NAVD NORTH AMERICAN VERTICAL DATUM DRAINAGE&UTILITY THIS IS NOT A SURVEY DE UE DRAINAGE EASM TASEMENT UE UTILITY EASEMENT(PUBLIC) THIS IS A PLOT PLAN ONLY 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 APPEARS TO LAND--SHOWN HEREON FOR EASEMENTS, RIGHT UE IN ZONE'X', AREAS DETERMINED TO BE OUTSIDE THE 0.2:i ANNUAL OF WAY, RESTRICTIONS OF RECORD WHICH CHANCE FLOODPLAIN.THE SURVEYOR MAKES NO GUARANTEES AS TO MAY AFFECT THE 71TLE OR USE OF THE LAND. THE ABOVE INFORMATION,PLEASE CONTACT THE LOCAL F.E.M,A. AGENT FOR VERIFICATION. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF 3. NOT VALID WITHOUT THE AUTHENTIC LOT 11.BLOCK 2 BEING S89'08'25%PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC A M E R I CA N ELECTRONIC SEAL OF A FLORIDA LICENSED (FIELD DATE:) REVISED: SURVEYOR AND MAPPER. SURVEYING :� Digitally signed by James W Boleman 1'— 30 FEET ''+��, .DN:c IJS.st—Florida,l=0dando, SCALE: ai:�" 'ti'a,•. Sc MAPPING INC. MAPPING,INC,ANS RVEYING& James �`MAPPING,IN ,—James W APPROVED BY: `a % rE Bole man, CERTIFICATION OF AUTHORIZATION NUMBER LBp6393 c + emal 1�leman@asmcamo,aee.comFOR 3191 MAGUIRE BOULEVARD, SUITE 200 Date:2020.05.2e0729A3-avow THE 1809D1 LOT 11, BLOCK 2 JOB NO. ORLANDO. FLORIDA 32803 FIRM (407) 426-7979 DRAWN BY. DSB PLOT PLAN 05 21 2020 JG WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE