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r PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 45, 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. ON LOT CALCULATIONS LOT = 5,750 SO. FT. LIVING AREA = 1,066 SO. FT. TRACT "C" GARAGE = 422 SQ. FT. PRIVATE DRAINAGE AREA do ENTRY = 39 SO. FT. PUBLIC DE LANAI = 0 SQ. FT. PATIO — 80 SQ. FT. DRIVEWAY =A/C PAD 126 SO. FT: S89'30'31"E 50.00' WALKWAY = 30 SO. FT. — — — — •—•—•— IMPERVIOUS = 36% �? = 2057 SO. FT. iz SOD = 3.693 SO. FT. 1" = 30' OFF LOT CALCULATIONS — I GRAPHIC SCALE RIGHT OF WAY = 650 SO. FT. 0 15 30 DRIVE APRON — 152 SO. FT. O PUBLIC S/W = 250 SQ. FT. 0 �CD LOT 45 m 00 SOD = 248 SO. FT. BLOCK 9 TOTALS Lo AREA = 6,400 SQ. FT. 5.750 SO. FT t DRIVEWAY = 560 SQ. FT. DRAINAGE TYPE B SIDEWALK = 280 SO. FT. SOD = 3,941 SO. FT. <,;10.Q PA'110,�• A/C LOT 44 �e 5.2 39.7' S•2 s9� LOT 46 BLOCK 9 4 39.67' o BLOCK 9 lin PROPOSED W HAYDEN s N co FINISHED FLOOR g N ELEVATION-90.D0' 0 � N CV COVERED O 0 18.0' 'o ENTRY 0 21.7 DRIVE;•• N_ e?O 1 D'UE - 0� I�8 f CENTERLINE OF.., +. ..:• .. :,•�g PC _ RIGHT OF WAY _749.11' _ J -80,87 ^ PI N89'30'31'W 230.08' (REFERENCE BEARING) DAME RAY DRIVE TRACT PREPARED FOR: RIG 50' WIDE PRIVAYE RIGHT OF WAY _ saf��cta?�,�tas,<cT' BUILDING SETBACKS 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 & ——— CENTERUNE 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 0.0PROPOSED 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 ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/c AIR CONDITIONER PB PLAT BOOK THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR PGS PAGES OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING S/W SIDEWALK SO. FT. SQUARE FEET DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR.TO ANY D&AE DRAINAGE k ACCESS EASEMENT 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 DE�E DRAINAGE EASEMENT EASEMENT THIS IS A PLOT PLAN ONLY UE UTILITY EASEMENT FLOOD NOTE: SURVEYOR NOTES: I HAVE EXAMINED THE F.I.R.M. MAP NO. 1210100293F. 1. THE SURVEYOR HAS NOT ABSTRACTED THE DATED 09/26/2014, AND FOUND THE SUBJECT PROPERTY APPEARS TO LAND SHOWN HEREON FOR EASEMENTS, RIGHT UE IN ZONE-X-. AREAS DETERMINED TO BE OUTSIDE THE 0.2X ANNUAL OF WAY, RESTRICTIONS OF RECORD WHICH CHANCE FLOODPLAIN.THE SURVEYOR MAKES NO GUARANTEES AS TO MAY AFFECT THE TITLE OR USE OF THE LAND. THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A.AGENT FOR VERIFICATION. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF DAME A!5hA 3. NOT VALID WITHOUT THE AUTHENTIC RAY DRIVE BEING N89'30'31'W, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC (FIELD DATE:) REVISED: A M E IR I C A N SURVEYOR ANDAMAPPER FLORIDA LICENSED "_30 FEET S U R V E Y I N G i DigitallysignedbyJames W. 1 SCALE: " 8cM A P P I N G INC. ,y �'•` BOleman '�°" "y._. DN:cn=James W.Boleman, ,JB �' s -American Surveying&Mapping, APPROVED BY: In4ou=HB, CERTIFICATION OF AUTHORIZATION NUMBER LBJ6393 email=Jboleman@asmcorpate.com, FOR 190901 LOT 45, BLOCK 3191 MAGUIRE BOULEVARD, SUITE 200 c=u5 THE JOB NO. ORLANDO, FLORIDA 32803 ~'ommmp ;.' Date:2019.12.1114.46:29-05'00' FIRM (407) 426-7979 DRAWN BY. DSB PLOT PLAN 12-10-19 JCM WWWAMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE