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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 1, BLOCK 15, ZEPHYR LAKES SUBDIVISION PHASE 2D <br /> AS RECORDED IN PLAT BOOK 82, PAGE(S) 62-64, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> W <br /> Y <br /> =012� <br /> iePey 70E p P O�Z7 pRl►� <br /> PLAT BDOK SU2B!4A p ASE <br /> CENTERLINE pF��— PI $ <br /> RIGHT of WAY —_ 80 PAGE 37 <br /> PR C4_ z <br /> OPOSED IN <br /> NOT FIELD LOCATED a 1" = 3p' <br /> ..:.:. ���` I GRAPH SCALE <br /> 15 30 <br /> yyp�pC? _�_ QPRC <br /> 1 � _ <br /> OI :"^21.7• ,�, �l / Curve Table <br /> CJ 1 N `^':TB;J', �14..1• / Curve/ Length Radlue Delta Chord Bearing Chord <br /> PRIV TRACT " '� �I cotH�ED /. <br /> PUBLIC DRRAINAGE AREq j �7RY 18D• C1 65.11' 710.00' 515'tY s763o'58'E 85.09' <br /> ZEPHIR LAKES SUBDI EASE'jVEN- ^ I ); p / ! C2 54.5V 595.00' 594'55' N7830'47'W 54.49' <br /> PLAT BOOK 80B A6E 37ON HASE � $ FI 4HA &4 EN& m �! �^ �I C3 239.35' 735.00' 1839.30' N7n8'31'W 238.30' <br /> I FINISHED-N N I ! C4 60.92' 735.00' 4'4456' N78'15'48W 60.90' <br /> • 98� h �AnO/1�8�60• 1pD0, CS 178.43' 735.00' 13'S4'34' N6856'03'W 177.99' <br /> 1 39,67' !� 1G�'I <br /> 20 <br /> tW 7�' A/C.::. 39.7 I 0E y BLOCKL07 <br /> 7 N jAriS j 1p2' lg <br /> S!3 1 10.0•.: I 3c <br /> �0) 2 I ON LOT CALCULATIONS <br /> of <br /> �►m / +d / LOT - 6,878 SO. FT. <br /> O Igt I LIVING AREA = 1.104 SO. FT. <br /> z OafY GARAGE = 437 SO. FT. <br /> ENTRY = 111 SO.'FT. <br /> 1 Lo-r '� ^ / LANAI = 0 SO. FT. <br /> 1 BIO�K� / C07 I PATIO = Bo SO. FT. <br /> 6.878 SQ 15 I DRIVEWAY = 412 SQ. FT. <br /> �1 1 DRAINAGE T E B j WALKWAY = 0 SO. FT. <br /> I IMPERVIOUS = 32% <br /> C2 = 2186 SQ. FT. <br /> / SOD = 4.692 SQ. FT. <br /> OFF LOT CALCULATIONS' <br /> PRIVA7ETRACT -C. QQ� RIGHT OF WAY' = 778 SO. FT. <br /> PUB DRAINAG DRIVE APRON = 133 SO. FT. <br /> PREPARED FOR: ZEPH uL4KESISUSOO EAREA ENT SODUC S/w _ 283 S0. Fr. <br /> �I, H PLAT BO K'80 ACE 37HASE AREA = 7,656 SO. FT. <br /> n'"'t DRIVEWAY - 545 SQ. FT. <br /> SIDEWALK = 392 SQ. FT. <br /> BUILDING SETBACKS SOD = 4,975 SO. FT. <br /> FRONT: 20' <br /> GARAGE: 25' <br /> REAR: 15' <br /> SIDE: 5' <br /> SIDE STREET: 15' <br /> NOTES: <br /> LEGEND: <br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE -•—•— BUILDING SETBACK UNE PI POINT OF INTERSECTION <br /> BASED ON THE APPROVED ENGINEERING PLANS PC POINT OF CURVATURE <br /> PREPARED BY HAMILTON ENGINEERING & —-— CENTERLINE PT POINT OF TANGENCY <br /> SURVEYING INC. ———— RIGHT OF WAY LINE RP RADIUS POINT <br /> PRC POINT OF REVERSE CURVATURE <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 PROPOSED ELEVATION PCP PERMANENT CONTROL POINT <br /> DATUM. TYP TYPICAL <br /> PROPOSED DRAINAGE FLOW CS CONCRETE SLAB THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE �P� PERCAL PLAT <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR A/C AIR CONDITIONER Pos PAGES oac <br /> OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING S/W SIDEWALK SO. FT. SQUARE FEET <br /> DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY F•E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> CONSTRUCTION. F.I.R.M. FLOOD INSURANCE RATE MAP <br /> NAVD NORTH AMERICAN VERTICAL DATUM <br /> D&AE DRAINAGE&ACCESS EASEMENT <br /> THIS IS NOT A SURVEY DE DRATY�EA A EVENT(PUBLIC)THIS IS A PLOT PLAN ONLY <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EXAMINED THE F.I.R.M. MAP NO.1210100293P,DATED 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> 09/261,2014, AND FOUND THE SUBJECT PROPERTY APPEARS TO UE IN LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> ZONE AE',DEN07M AREAS DETERMINED TO BE SPECIAL FLOOD HAZARD OF WAY, RESTRICTIONS OF RECORD WHICH <br /> AREAS SUBJECT TO INUNDA71ON BY THE 1X ANNUAL CHANCE FLOOD MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> EVENT,BASE FLOOD ELEVATIONS DETERMINED TO BE 85.1.THE SURVEYOR <br /> MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION.PLEASE 2 NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> CONTACT THE LOCAL F.E.M.A. .M.A. AGENT FOR VERIFICATION. LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: L51.. <br /> BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHEASTERLY LINE 3. NOT VALID WITHOUT THE AUTHENTIC <br /> OF LOT 1,BLOCK.15 BEING 514MV40-M PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> ELECTRONIC SEAL OF.. IF491Q,�mIUGENSED <br /> (FIELD DATE:) REVISED: AMERICAN SURVEYING :WDN:MU's,1I�11,dd,,-1­d.. <br /> M/1Pit& MAPPING INC DN:MU's,st=Flodda,-1d do, <br /> SCALE: 1'— 3D FEET • -AMERICAN SURVEYING& <br /> MAPPING,INC.,cn=James W <br /> APPROVED BY: `�' , , Roleman, <br /> ,mail=jholeman@azmcorporateco <br /> ,n FOR <br /> 200831 LOT 1,BLOCK 15 ' ' ' Location:Orlando,F132R01 THE <br /> JOB NO. 3191 Maguire Blvd,Suite 200,Orlando,FL 32803 '% Date:2020.011.2111:19.10-04W FIRM <br /> DRAWN BY: DSB 407-426 7973 JAMES W. BOLEMAN PSM 6485 OATS <br /> PLOT PLAN 08 19 2020 JG ameticansurve in andma .in ,com # <br />