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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 27, OAKS OF PASCO <br /> AS RECORDED IN PLAT BOOK 80, PAGE(S) 113-118, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> ON LOT CALCULATIONS <br /> LOT = 5,750 SQ. FT. <br /> LIVING AREA = 1,850 SQ. FT. <br /> GARAGE = 524 SQ. FT. <br /> ENTRY = 21 SQ. FT. <br /> LANAI = 154 SQ. FT. <br /> PATIO = 0 SQ. FT. <br /> DRIVEWAY = 328 SQ. FT. <br /> A/C PAD = 9 SQ. FT. <br /> WALKWAY = 41 SQ. FT. <br /> IMPERVIOUS = 51 . <br /> = 2927 SQ. FT. <br /> SOD = 2,823 SQ. FT. a <br /> OFF LOT CALCULATIONS <br /> RIGHT OF WAY = 393 SQ. FT. o <br /> DRIVE APRON = 57 SQ. FT. z <br /> PUBLIC S/W = 250 SQ. FT. 1" = 30' <br /> SOD = 86 SQ. FT. GRAPHIC SCALE <br /> TOTALS 0 15 30 <br /> AREA = 6,143 SQ. FT. <br /> DRIVEWAY = 385 SQ. FT. <br /> SIDEWALK = 291 SQ. FT. <br /> SOD = 2.909 SQ. FT. <br /> U <br /> Q <br /> O <br /> W <br /> �U <br /> 2 O <br /> 09 I N <br /> �Q 0 0 I o <br /> W 3 a 0 I FLOOD ZONE <br /> In <br /> L } ro 50 0993 I <br /> tJ 3 N I <br /> > S82-53'12" <br /> o � o i4.s E 115.00' 9°�e yes <br /> (n N W I 5'D&AE S I <br /> 0 il� to <br /> O I cy 51.0' o` <br /> 0-c— I cl o I I vjc� <br /> N <br /> o .'on <br /> 15.0': 24.5'—� <br /> 3�= z Ll1 I s.3' I O <br /> Qv I N O <br /> w�.JI 001. 20.5' -':;5.0' W I worn Li teo 9.0' 6.0 OIn .. <br /> p in <br /> m Li "d .;:`,".'I` s.3' akaoz oLu <br /> �ira nl�m <br /> Wcl:2 A ...-..�."•I\..�c-.I N U W =`1-�W 0 O O IL—W4 01,/ J <br /> 9 0- <br /> st �_ "20.5' 70.00' h o (D 1— <br /> I S82 53'12'E � 64.0, I O Z <br /> n 20.00' I e9 N82�53 5 D&AE A/C . <br /> �i o 30,5'- O <br /> M I '12 w 115.0(j' <br /> PREPARED FOR: <br /> p <br /> APPROXIMATE 100 YEAR FLOOD <br /> ELEVATION LINE PER FEMA I <br /> F� u <br /> Ite_ N 2 , <br /> (. N W <br /> O o 0 <br /> 0 0 <br /> BUILDING SETBACKS o <br /> FRONT: 20' <br /> REAR: 10' <br /> SIDE: 5' <br /> SIDE STREET: 15' <br /> NOTES: <br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE BASED <br /> ON THE APPROVED ENGINEERING PLANS PREPARED LEGEND: <br /> BY CORNELISON ENGINEERING & DESIGN INC. <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 _ . BUILDING SETBACK LINE PI POINT OF INTERSECTION <br /> DATUM. PC POINT OF CURVATURE <br /> 3. FOR ALL LOTS WHERE SIDE—YARD — CENTERUNE PT POINT OF TANGENCY <br /> SETBACKS ARE LESS THAN 7.50 FEET, A — — RIGHT OF WAY LINE RP RADIUS POINT <br /> MINIMUM'5.00 FOOT WIDE DRAINAGE AND )CA.", PROPOSED ELEVATION PRC POINT REVERSE CURVATURE <br /> ACCESS EASEMENT IS REQUIRED PER PASCO PCP PERMANENT CONTROL POINT <br /> TYP TYPICAL <br /> COUNTY LAND DEVELOPMENT CODE. PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE (P) PER PLAT(C) CALCULATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PB PLAT BOOK <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR A/C AIR CONDITIONER PGS PAGES <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 O+AE 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 /> THIS IS NOT A SURVEY SEE DRAINAGE SEWEREASM EASEMENT <br /> NT <br /> THIS IS A PLOT PLAN ONLY UE UTILITY EASEMENT <br /> FLOOD NOTE: I HAVE EXAMINED THE F.I.R.M. MAP NO. 12101CO452F SURVEYOR NOTES: <br /> DATED 09/26/2014 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> PARTIALLY IN ZONE'X' & "AE". ZONE"X", AREAS DETERMINED TO BE LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> OUTSIDE <br /> BE SPECIAL FLOOD HAZARDPA EASZSUBJECT TOAREAS � OF WAY, RESTRICTIONS OF RECORD WHICH <br /> INUNDATION BY THE 1%ANNUAL CHANCE FLOOD EVENT, BASE FLOOD MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> ELEVATIONS DETERMINED TO BE 88.5'. THE SURVEYOR MAKES NO <br /> GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> LOCAL F.E.M.A. AGENT FOR VERIFICATION. LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: <br /> BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF A5M 3. NOT VALID WITHOUT'THE AUTHENTIC <br /> BRADFORD WOODS DRIVE BEING N07'06'48"E, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> (FIELD DATE:) <br /> REVISED: A M E R I CA N SURVEYOR AND MAPPER. <br /> SURVEY 1 N Gt;;,; II Digitally signed by James W Boleman <br /> SCALE: 1" = 30 FEET s`y:•e,,,.iJ'•�c DN:c=US,st=Florida,l=Orlando, <br /> Sc MAPPING I N C. o=AMERICAN SURVEYING&MAPPING, <br /> APPROVED BY: JB G rsnM INC,cn=James W Boleman, <br /> CERTIFICATION OF AUTHORIZATION NUMBER LB 6393 =• a email=jholeman@asmcorporate.com FOR <br /> •'• • 1 Date:7021.01API M19.14 <br /> 3191 MAGUIRE BOULEVARD, SUITE 200 ���.,;s....•••e' THE <br /> JOB NO. 191105 LOT 27 ORLANDO, FLORIDA 32803 ' wo Adobe Acrobat version:11.0.23 FIRM <br /> (407) 426-7979 / . <br /> DRAWN BY: DSB WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE <br /> PLOT PLAN 12 31 2020 JG <br />