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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 32, BLOCK 9, ZEPHYR LAKES SUBDIVISION PHASE 4D <br /> AS RECORDED IN PLAT BOOK 84, PAGE(S) 82-84, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> Curve Table <br /> Curve Q Length Radius Delta .Chord Bearing Chord - <br /> C1 39.06' 25.00' 89-31'42" S45-20-43"W 35.21' <br /> Line Table <br /> Line Direction Length <br /> LOT 33 <br /> L7 N89-53'26•W 47.95, - <br /> BLOCK 9 I <br /> ZEPHYR LAKES SUBDIVISION <br /> PHASES 1A, 2A, 29 &4A' I <br /> PLAT BOOK 80,�PAGE 37 I a <br /> Ix <br /> PLAT BOUNDARY — S89'53r26 7 . Iw3 z <br /> wljw 1" - 30' <br /> GRAPHIC SCALE' <br /> _ LOT 32 0 15 30 <br /> e� I BLOCK 9 <br /> e' 8,288 So. FT f m <br /> DRAINAGE TYPE A ^ I I } <br /> O I I <br /> I 10.0' I I I 3 <br /> I z <br /> I b I o 04n <br /> r-- I PATIO; A/CEl I I - H Sdfw <br /> 29.9' I 0 0 <br /> I 38.0' =p I D a'0 0.mi a <br /> }° 5E nao <br /> <I 38.00' I o I Q V�J W N co <br /> o I I M¢a Qao <br /> BLOCKLOT 19 in I PROPOSED I I W�IL IL JEn m <br /> w <br /> LLJ -I 4EVB DAKOTA"A" I I w <br /> FINISHED FLOOR is I I Q o aag <br /> 1. ra ELEVATION=90.80' I I p <br /> a I 0 <br /> O <br /> I <br /> O <br /> O I COVERED <br /> Z I 4.2' ENTRY <br /> 5.5'I 20.8' 4a 13.0' 29.5' <br /> —� I —PLAT BOUNDARY <br /> g876 � :-.DhIVE�'�'•'. 10'UE <br /> l I <br /> bol <br /> V) I <br /> PI CENTERLINE OF <br /> 140.00' _ 5 97.54' — — RIGHT WAY <br /> L-��— S89'S3'26'E 237.54 <br /> (REFERENCE BEARING) <br /> PREPARED FOR: SONNET LANDING,AVENUE LEGEND: <br /> R-11 RDIN'.tree; 50' WIDE PRIVATE RIGHT OF WAY ' <br /> fil3!•!CG%"�/lH � — — — .BUILDING SETBACK LINE <br /> ——— CENTERLINE <br /> BUILDING SETBACKS — - - — RIGHT OF WAY LINE <br /> FRONT: 2V ON LOT CALCULATIONS PROPOSED ELEVATION <br /> GARAGE: 27' LOT = 8,288 SQ. FT. PROPOSED DRAINAGE FLOW <br /> LIVING AREA = 1,402 SQ. FT. <br /> REAR: 13' GARAGE = 424 SQ. FT. CONCRETE <br /> SIDE: 5' ENTRY = 16 SQ. FT. <br /> SIDE STREET: 15' LANAI = 0 - SQ. FT, A/C AIR CONDITIONER <br /> PAT10 = 80 SQ. FT. S/W <br /> NOTES: DRIVEWAY =' 440 SQ. FT. Pi Y' POINT o INTERSECTION <br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE A/C PAD = 12 SO. FT. PC POINT OF CURVATURE <br /> BASED ON THE APPROVED ENGINEERING PLANS WALKWAY = 27 SQ. FT. PT POINT OF TANGENCY <br /> PREPARED BY HAMILTON ENGINEERING & IMPERVIOUS = 29% RP RADIUS POINT <br /> SURVEYING INC.. = 2401 SO. FT. PCP PERMANENT CONTROL POIRC POINT OF REVERSE NT <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 SOD = 5,887 SQ. FT. TYP TYPICAL <br /> DATUM. OFF LOT CALCULATIONS CS CONCRETE SLAB <br /> RIGHT OF WAY = 2608 SQ. FT. (P) PERCAL PLAT <br /> EU <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES DRIVE APRON = 152 SQ. FT. (C PLAT BOOK <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PUBLIC S/W = 1469 SO. FT. PGS PAGES <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR SOD = 987 SQ. FT. SQ. FT. SQUARE FEET <br /> OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING TOTALS F.E.M.A. FEDERAL'EMERGENCY MANAGEMENT AGENCY <br /> DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY AREA = 10,896 SO. FT. NAvo NORTH OD INSURANCE <br /> VERTICAL DATUM <br /> CONSTRUCTION. DRIVEWAY = 592 SQ. FT. D&UE DRAINAGE&UTILITY EASEMENT <br /> DE DRAINAGE EAST(PUBLIC) <br /> THIS IS NOT A SURVEY SIDEWALK = 1496 SQ. FT. POE DPRIVATE RAINAGE EASEMENT <br /> SOD = 6,874 SQ, FT. UE UTILITY EASEMENT(PUBLIC) <br /> THIS IS A PLOT PLAN ONLY PLE PRIVATE LANDSCAPE EASEMENT <br /> FLOOD NOTE:,- I HAVE EXAMINED THE F.I.R.M. MAP NO.12101CO293F, SURVEYOR NOTES: <br /> - DATED 09/26f2014,AND FOUND THE SUBJECT PROPERTY'APPEARS TO 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> LIE IN ZONE X", AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> CHANCE FLOODPLAIN. .THE SURVEYOR MAKES NO GUARANTEES AS TO THE OF WAY, RESTRICTIONS OF RECORD WHICH <br /> 1�IFIC INFORMATION.PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: <br /> BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF SONNET51" 3. NOT VALID WITHOUT THE AUTHENTIC" <br /> LANDING AVENUE BEING S89.53.26"E, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> (FIELD DATE:) REVISED: AMERICAN SURVEYING SURVEYOR AND MAPPER. <br /> pwmmnlmry� <br /> &-MAPPING INC. ;t::�:r•o bb, Digitally FI bylamesW Bolemn <br /> SCALE: 1'0 30 FEET ! 5°r;,ee• N''•.�*n DN:c=US,st=Florida,l=Orlando, <br /> z<+� ° �•:>< -AMERICAN SURVEYING&MAPPING, <br /> e~ �08 INC,m=lames W eote=N <br /> APPROVED BY: JB a�rz o, email=jholeman@asmcorporate.cam <br /> • e 8 Date 2021A7.171134:13-05'00' FOR <br /> 210116 LOT 32, BLOCK 9 gdobeAwbatversion:tt.o13 THE <br /> JOB NO. 3191 Maguire Blvd,Suite 200,,Orlando,FL'32603 �0mnrammmmnw f FIRM <br /> DRAWN BY: DSB ADD REC 02 19 2021 AAM 407.426.7979 <br /> PLOT PLAN 01 15 2021 JG americansurveyin andma in .com JAMES W. BOLEMAN PSM# 6485 DATE <br />