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PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 9, 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. I DAME RAY DRIVE TRACT 'P" 50' WIDE PRIVATE ROADWAY _— PI CENTERUNE OF/� — — — — — — RIGHT OF WAY �> 8 a F. 1" — 30' 10'LIE GRAPHIC SC ALE CLE ::..: t. z I. 0 15 30 ---"---- -----^ p ------ ------------ _ 8 m O _ _ _ _ _ _ _ z9.e —. — .� E0 51.r 9y a z W (j o iy Q O II I a Q of �'— �'�w o I o Y LLI CD I1;:� 8.0' � � 4. 25.5� < O O cV F- U !� T` I m 3 l a J J In 0 OI z fO m e 4. o 0. s9.6r �; I � a :•. p n----- 5 D&AE I b y� o N8925'OB'W ur N89 5'08' 115.00' 6 25.00' � S �o. I I o LOT 8 BLOCK 10 J 0 J OJ ON LOT CALCULATIONS LOT — 7,351 SO. FT. PI LIVING AREA = 1,828 SO. FT. PLAT BOUNDARY GARAGE — 430 SQ. FT. ENTRY = 16 S0. FT. LANAI = 88 S0. FT. PATIO = 0 S0. FT. DRIVEWAY = 408 SO' FT. A/C PAD = 12 SO' FT. WALKWAY = 28 SQ. FT. Line Table IMPERVIOUS = 38% Line+ Direction Length = 2810 SQ. FT. SOD = 4,541 SQ. FT. Lt S0034.52-W 40.14' OFF LOT CALCULATIONS RIGHT OF WAY = 2279 SQ. FT. Curve Table DRIVE APRON = 133 SQ. FT. PREPARED FOR: PUBLIC S/W = 867 SO. FT. Curve#1 Length I Radwe I Delta I Chord Bearing Chord ��ry p� .a SOD = 1,279 SO. Fr. C1 39.31' 25.DO' 90'05'22' S44-27.49-E 35.38' D-11-HOIMJN� +F'a= TOTALS �i1f)f'LCdi'> i�aty ' AREA = 9,630 SO. FT. DRIVEWAY = 541 SO. FT. BUILDING SETBACKS SIDEWALK SQ. FT. = 5,8 SOD 20 SQ. FT. FRONT: 20' 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 POINT 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 :,r:;:i. CONCRETE �C� PER CALCULATED ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PB PLAT BOOK THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR A/C AIR CONDITIONER P,S 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 D&UE DRAINAGE&UTILITY EASEMENT THIS IS NOT A SURVEY DE DRAINAGE EASEMENT(PUBLIC) THIS IS A PLOT PLAN ONLY D&AE DRAINAGE&ACCE�UEASE)LIENT 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. A5hA BEARING BASIS: 3. NOT VALID WITHOUT THE AUTHENTIC BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF BROAD ELECTRONIC SIGNATURE AND THE AUTHENTIC POINTE DRIVE BEING 5003452"W PER PLAT. A M E R 1 CA N SURVEYOR ASEAL ND MA FP AA FLORIDA LICENSED (FIELD DATE:) REVISED: SURVEYING " SCALE 1"— 3D FEET gy `P••�"M�;• avuaM+v�Mlamesw.eok,nan 8c M AP P I N G INC. APPROVED BY: `� get„�.�• ema"iied.,,,,,°,�°,smc,�,p„av<m,r-us CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 .4 ",.:io,v.wsa,n e,aaaaa FOR 3191 MAGUIRE BOULEVARD, SUITE 200 '4;; '°mom 190901 LOT 9, BLOCK 10 ;:,:;;,•• - THE JOB NO. ORLANDO. FLORIDA 32803 THE (407) 426-7979 W DRAWN BY: DSB - PLOT PLAN 09-20-19 ZA WWAMERICANSURVEYlNGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE