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PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 40, BLOCK 9, 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. 88.1 \ \ aV�v Q• \ �.P �. G� TX +s0 GRAPHIC SCALE QJO�Q 1l0\\\ 0 15 30 �1''' Q QQyo� \S• 88.7 .60 A \ .r. g00'y- Cal l� SO0' g+oa \/ (REFERENCE BEARING) n \\ PcA N8930'31-W 'p SIOe`�� ry `oJ;^'?>0;-/ /IRIGHT OF WAY I / ��` ;i.?'off:• 'r•Y'`.• ;.._ FLOOD "AF.F ' :-`•� "� F.f:=65.i •-s ��oo. •u �z$j,: :•.goy � SCOT 1 ! O oP 3g C 2SDasw� QS �Q � � O �o I yo Curve Table PT Curve+ Length Radius Delta Chord Bearing Chord Ci 31.29' 75.00' 235419'. S3022'45'W 31.07' ON LOT CALCULATIONS C2 79.27' 190.OW 2354'19' N30'&45'E 78.70' LOT = 6,357 SQ. FT. LIVING AREA = 907 SQ. FT. C3 78.46' 50.00' B954'38' S45.32'11'W 70.66' GARAGE = 453 SQ. FT. C4 15.57' 50.00' 1750'44' S09'30'14'W 15.51' ENTRY = 64 SQ. FT. LANAI = 0 SO. FT. C5 62.B9' 50.00' 72-03.54' S5427.32-W 58,82' PATIO = 80 SQ. FT. DRIVEWAY = 438 SO. FT. A/C PAD = 12 SQ. FT. WALKWAY = 65 SO. FT. IMPERVIOUS = 32% = 2019 SQ. FT. SOD = 4,338 SQ. FT. PREPARED FOR: OFF LOT CALCULATIONS RIGHT OF WAY = 345 SO. FT. DRIVE APRON = 135 SO. FT. is fPL+kCR r �'jlc.l'?F PUBLIC S/W - 151 SO. FT. SOD = 59 SQ. Ff. TOTALS BUILDING SETBACKS AREA = 6.702 SQ. FT. DRIVEWAY = 573 SO. FT. GARAGE: 25' FRONT: 2 ' SIDEWALK = 216 SQ. Fr. REAR: 15, SOD = 4.397 SQ. FT. SDE- 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 —_— CENTERLINE PC POINT OF CURVATURE PREPARED BY HAMILTON ENGINEERING do PT POINT OF TANGENCY SURVEYING INC.. —--— RIGHT OF WAY LINE RP RADPRC POINTUS OF REVERSECURVATURE 2 ELEVATIONS ARE BASED ON NAVD 1988 XX.XX PROPOSED ELEVATION PCP PERMANENT CONTROL POINT DATUM. TYP TYPICAL PROPOSED DRAINAGE FLOW CS CONCRETE SLAB THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE (P) PERCAL PLAT ED ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (C) THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR A/C AIR CONDITIONER PGS PACES OOK OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING S/W SIDEWALK SO. 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 THIS IS NOT A SURVEY D&UE DRAINAGE&UTILITY EASEMENT DE DRAINAGE EASEMENT(PUBLIC) THIS IS A PLOT PLAN ONLY UE UTILITY EASEMENT(PUBLIC) D&AE DRAINAGE&ACCESS EASEMENT FLOOD NOTE: SURVEYOR NOTES: I HAVE EXAMINED THE F.I.R.M. MAP NO. 12101CO293F,DATED 1. THE SURVEYOR HAS NOT ABSTRACTED THE 19/26/2014,AND FOUND THE SUBJECT PROPERTY APPEARS TO UE IN LAND SHOWN HEREON FOR EASEMENTS, RIGHT ZONE-AV',DENOTES AREAS DETERMINED TO BE SPECIAL FLOOD HAZARD OF WAY RESTRICTIONS OF RECORD WHICH AREAS SUBJECT TO INUNDATION BY THE IX ANNUAL CHANCE FLOOD MAY AftCT THE TITLE OR USE OF THE LAND. SIT.BASE FLOOD ELEVATIONS DETERMINED TO BE 85.1. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION.PLEASE 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. LOCATED EXCEPT AS SHOWN. BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF DAME 3. NOT VALID WITHOUT THE AUTHENTIC RAY DRIVE BEING N8930'31'W, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC (FIELD DATE:) REVISED: A M E FR I C A N SURVEYOR AND MAPPER FLORIDA LICENSED SU R V E Y I N G 1, Digitally signed by JamesW. SCALE 1'- 30 FEET ^ +�..., so Boleman 8cM A P P I N G INC. �{:e••ti DN:cn=James W.Boleman, APPROVED BY: .° JB uu„ � -American Surveying&Mapping, CERTIFICATION OF AUTHORIZATION NUMBER L.B#6393 3 Inc.,ou=HB, 3191 MAGUIRE BOULEVARD, SUITE 200 :u;°cm;.•ea" small=JBoleman@asmco po ate.w FOR JOB No. 190901 LOT 40,BLOCK 9 ORLANDO, FLORIDA 32803 y m,c=U5 THE 4r..p.' D (407) 426-7979 ateaotg.oglato-szso-oaao FIRM DRAWN BY: D5B PLOT PLAN 09-20-19 KJW WWW.AMER]CMSURVEYINGMDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE