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PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 6, BLOCK 11, ZEPHYR LAKES SUBDIVISION PHASE 4D AS RECORDED IN PLAT BOOK 84, PAGE(S) 82-84, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. oQ SONNET LANDING AVENUE 50l�o TRACT "A" 50' WIDE PRIVATE RIGHT OF WAY C, o: (REFERENCE BEARING) z PI'� 'IA` S89'53'26'E _ 237.54'_PI. Y 199•17' i 38•37' 1" 30' CENTERLINE / GRAPHIC SCALE' RIGHT OF WAY !� o; 0 15 30 in a - Ui I ---n ---�• n- O 0 N `.DFtIVf_ of Line Table :''•``'` Line # Direction Length (� s- 5.2' L1 S89-53-26-E 40.00' -n• 19.3' 5.2' 5.7' 16 4.7' OVERED ENTRY LOT 7 LOT 5 BLOCK 11 o '7 BLOCK 11 0 0 , p•- oo in L1I N o�w ci w . I`ci n p �j C� a w t7 0 (0 0 0 Z29.67' 0 14.3' 0 19 :.COVERED': o 5.2' LANAI .. 615.3' 5.2' 90. _LOT 6 A/G BLOCK 11 g O1 4,fiO0 S0. FT f °1 ?� DRAINAGE TYPE�A q'69 - - N89'53'26"W PREPARED FOR: 1 4-0.00' . LEGEND: D R-HOlQDN'PR4,' LOT 26 j LOT 27 LOT 28 �liLYlu,f•%.�[H>(A�6 BLOCK 11 I —'—'— BUILDING SETBACK UNE BLOCK 11 BLOCK 11 _ __ CNTERUNE BUILDING SETBACKS — —— — RIGHT OF WAY LINE FRONT: 20 ON LOT CALCULATIONS PROPOSED ELEVATION GARAGE: 25' LOT = 4,600 SQ. FT. PROPOSED DRAINAGE FLOW REAR: 15, LIVING AREA = 1,504 SQ. FT. '.ri.=`~�_SDE: 5' GARAGE = 390 SQ. FT. CONCRETE SIDE STREET: 15' ENTRY = 31 SQ. FT. A/C AIR CONDITIONER LANAI = 86 SQ. FT. D&AE PATIO = 0 SQ. FT. S/W SIDEWALK NOTES: DRIVEWAY = 408 SO. Fr. PI PONT OF INTERSECTION 1. PROPOSED ELEVATIONS SHOWN HEREON ARE A/C PAD = 12 SQ. FT. PC POINT OF CURVATURE BASED ON THE APPROVED ENGINEERING PLANS WALKWAY = 61 SQ. FT. PT POINT OF TANGENCY PREPARED BY HAMILTON ENGINEERING & IMPERVIOUS = 547 RP RADIUS poINT PRO POINT OF RSE CURVATURE SURVEYING INC., = 2492 SO. FT. PCP PERMANENT ONTROL POINT 2. ELEVATIONS ARE BASED ON NAVD 1988 SOD = 2,108 SQ. FT. TYP TYPICAL DATUM. OFF LOT CALCULATIONS CS CONCRETE SLAB RIGHT OF WAY =' 520 SQ. FT. (P) PER PLAT THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES DRIVE APRON = 152 SQ. FT. (C) CALCULATED PB PLAT BOOK ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PUBLIC S/W = 200 SO. FT. PGS PAGES THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR SOD = 168 SQ. FT. So. Fr. SQUARE FEET OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING TOTALS F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY AP DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY AREA 5,120 SQ. FT. F.I.R.M. ' FLOOD INSURANCE VERTTIICAL DATUM CONSTRUCTION. DRIVEWAY = 560 SQ. FT. D&UE DRAINAGE&UTILITY EASEMENT DE DRAINAGE THIS IS NOT A SURVEY SIDEWALK = 261 SQ. FT. POE DPRIVATE RAINAGE EASEM NT) SOD 2,276 SQ. FT. UE UTILITY EASEMENT(PUBLIC) THIS IS A PLOT PLAN ONLY PLE PRIVATE LANDSCAPE EASEMENT FLOOD NOTE: I HAVE EXAMINED THE F.I.R.M.MAP NO. 12101CO293F, SURVEYOR NOTES: DATE'09/26,/2014, AND FOUND THE SUBJECT PROPERTY APPEARS TO 1. THE SURVEYOR HAS NOT ABSTRACTED THE LIE IN ZONE X', AREAS DETERMINED To BE OUTSIDE THE 0.2%ANNUAL LAND SHOWN HEREON FOR EASEMENTS, RIGHT CHANCE FLOODPLAIN. .THE SURVEYOR MAKES NO GUARANTEES AS TO THE OF WAY, RESTRICTIONS-OF RECORD WHICH VABOVE ERIFICATION. PLEASE CONTACT THE LOCAL F.E.M.A AGENT FOR MAY AFFECT THE TITLE OR USE OF THE LAND. 2, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF SONNET 3. NOT VALID WITHOUT THE AUTHENTIC LANDING AVENUE BEING S89'5326-E, PER.PLAT. 85 Mmmmml ELECTRONIC SIGNATURE AND THE AUTHENTIC ELECTRONIC SEAL OF A FLORIDA LICENSED (FIELD DATE:) REVISED: -AMERICAN SURVEYING SURVEYOR AND.MAPPER. SCALE 1'= 30 FEET & MAPPING, INC• �.v'c;v yo ;i Digitally signed byJamezWBoleman o n'•. DN:c=US,st=FIodda,l=Orlando, • • +?.'�` �'.'�% o=AMEPoCAN SURVEYING&MAPPING, IT APPROVED BY: JB • • G„-, ;J, _'INC,cn=JamesW Bateman, g' emall=jboleman@asmcorpomte.com FOR 210116 LOT 6, BLOCK 11 ' ' ' e-% .��'Date:2a21A2.2211:3757-05'0a' JOB NO. 3191.Maguire Blvd,Suite 200,Orlando;FL 32803 �� /.' Adobe Avobatversiam11.023 THE FIRM DRAWN BY: DSB ADD REC 0%19/2021 AAM 407-426.7979 DAMES W. BOLEMAN PSM 6485 PLOT PLAN o1 1e 2O2t J. arlleflCanSUNe in andma in .COm. # DATE