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PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 17, BLOCK 8, 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. Pc I LOT 16 � I BLOCK 8 10�� ego S89'25 08.,E 114.06' iz O I PROPOSED �r Q w GRAPHIC SCALE o I iC !ri c 0.7' 470'% 4EAB IA c -$ .` n o041 m cW 0 15 30 FINISHED FLOOR 8.0' C7a611 .28.3' . COVERED ELEVA110N�B9.90' m F- I th y F- N y`f: �:•.. ENTRY e� 0 Jlc z Q () Q w -- I OL 5'D&AE m o W In 2 LOo-rleensa6�w N89'25'08"W 114.14' e N m N I �� I O I~ I LOT 18 BLOCK 8 PI1 ON LOT CALCULATIONS LOT = 5,705 SQ. FT. LIVING AREA = 1,672 SQ. FT. GARAGE = 432 SQ. FT. ENTRY = 38 SQ• FT. LANAI = 96 SO. Fr. PATIO = 0 SO. FT. DRIVEWAY = 432 SQ. FT. A/C PAD = 12 SQ. FT. WALKWAY " = 28 SO. FT. PREPARED FOR: IMPERVIOUS = 48% = 2710 SO. FT. lI.R.NOKRIN* OFF = 2,995 SQ. Fr. `` OFF LOT CALCULATIONS RIGHT OF WAY = 650 SO. FT. DRIVE APRON = 152 SQ. FT. BUILDING SETBACKS PUBLIC S/W = 250 SO. FT. SOD = 248 SO. FT. FRONT: 22' TOTALS GARAGE: 27' AREA = 6.355 SQ. FT. REAR: 13' DRIVEWAY = 584 SQ. Fr. SIDE: 5' SIDEWALK = 278 SO. FT. SIDE STREET: 15' SOD = 3,243 SO. FT. NOTES: 1. PROPOSED ELEVATIONS SHOWN HEREON ARE BASED ON THE APPROVED ENGINEERING PLANS PREPARED BY HAMILTON ENGINEERING k SURVEYING INC LEGEND: .. 2. ELEVATIONS ARE BASED ON NAVD 1988 —•—•— BUILDING SETBACK LINE PI POINT OF INTERSECTION DATUM. PC POINT OF CURVATURE 3. FOR ALL LOTS WHERE SIDE-YARD —-— CENTERUNE PT POINT OF TANGENCY SETBACKS ARE LESS THAN 7.50 FEET, A —--— RIGHT OF WAY LINE RP RADIUS POINT PRO POINT OF REVERSE CURVATURE MINIMUM 5.00 FOOT WIDE DRAINAGE AND PROPOSED ELEVATION PCP PERMANENT CONTROL POINT ACCESS EASEMENT IS REQUIRED PER PASCO TYP TYPICAL COUNTY LAND DEVELOPMENT CODE. PROPOSED DRAINAGE FLOW CS CONCRETE SLAB (P) PER PLAT THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ` CONCRETE (C) CALCULATED ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/C AIR CONDITIONER PB PLAT BOOK THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR S/W SIDEWALK SO FT• gq(U�FEET OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING (A) PER AFFIDAVIT F.EM.A. FEDERAL EMERGENCY MANAGEMENT AGENCY DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY F.I.R.M: FLOOD INSURANCE RATE MAP CONSTRUCTION. NAVD .NORTH AMERICAN VERTICAL DATUM DA:AE DRAINAGE At ACCESS EASEMENT(PUBLIC) THIS IS NOT A SURVEY DE DRAINAGE EASEMENT(PUBLIC) uE UTILITY EASEMENT(PUBLIC) THIS IS A PLOT PLAN ONLY WLE WALL do LANDSCAPE EASENT(PRIVATE) 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 0.2E ANNUAL OF WAY, RESTRICTIONS OF RECORD WHICH 05--4-2020.7HPE SURVEYORR MAKES No GUAAwo-w�i DATED H ABOVE MAY AFFECT THE TITLE OR USE OF THE LAND. INFORMATION.PLEASE CONTACT THE LOCAL REM.A.AGENT FOR VERIFICATION. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF BROAD A5hA 3. NOT VALID WITHOUT THE AUTHENTIC POINTE DRIVE BEING NOO'34'52'E,PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC A M E FR 1 CA N ELECTRONIC SEAL OF A FLORIDA LICENSED REVISED SURVEYOR AND MAPPER. (FIELD DATE:) SURVEY 1 N G Digit ally signed by James W Boleman 1'— 30 FEET eO SCALE: Q� �,'+o• A'•'•;, DN:c=US,st=Florida,l=Orlando, Sc M A P P I N G INC. s o=AMER]CAN SURVEYING&MAPPING, •�`LS2fAf APPROVED BY: `9 INC, cn=James W Boleman, . .---1-- CERTIFICATION OF AUIHOR17ATION NUMBER LB#6393 %1 tiN�. emaiy-boleman@asmcorporate.comFOR 3191 MAGUIRE BOULEVARD, SUITE 200 # Date:2020.10.191033U2-04'00' THE JOB NO. 190901 LOT 17. BLOCK 8 ORLANDO. FLORIDA 32803 � ;- Adobe Acrobat version:11.023 FIRM DRAWN BY: DSB (407) 426-7979 DATE PLOT PLAN 10 15 2020 JG WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485