Laserfiche WebLink
PLOT PLAN <br /> DESCRIPTiCN:(AS FURNISHED) <br /> LOT 26, OAKS OF PASCO <br /> AS RECORDED IN PLAT BOOK 80, PAGE(S) 113-118, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> Curve Table ON LOT CALCULATIONS <br /> Curve III I Length I Radius I Delta Chord rd LOT = 5,752 SQ. FT. <br /> I LIVING AREA = 1,696 SQ. FT. <br /> CI '1 13.97'1230.00!1.3-28'52-1 N08'511'114-E 11197' GARAGE = 463 SQ. FT. <br /> — ENTRY = 25 SQ. FT. <br /> LANAI = 117 SO. FT. <br /> Line Table PATIO = 0 SO. FT. <br /> Una III Direction Length DRIVEWAY = 411 SQ. FT. <br /> A/C PAD = 9 SQ. FT. <br /> LI N07-06-48"E 36.03'1 WALKWAY = 35 SQ. FT. <br /> IMPERVIOUS = 48% <br /> = 2756 SO. FT. 21 <br /> SOD = 2,996 SQ. FT. - <br /> OFF LOT CALCULATIONS <br /> RIGHT OF WAY = 400 SQ. FT. 0 <br /> DRIVE APRON = 57 SQ. FT. z <br /> PUBLIC S/W = 250 SQ. FT. 1 30, <br /> SOD = 93 SQ. FT. GRAPHIC SCALE <br /> TOTALS b 15 30 <br /> AREA = 6,152 SQ. FT. <br /> DRIVEWAY = 468 SQ. FT. <br /> SIDEWALK = 285 SO. FT. <br /> SOD = 3,089 SQ. FT. <br /> La <br /> :X <br /> LU 1,J <br /> 0 <br /> 0 <br /> 0 Of a <br /> CL,,r 2 <br /> 0 <br /> a'Q <br /> 4. <br /> C, <br /> 0 <br /> S82*s3*12-E 0 <br /> Q: 3 cd 20-00, <br /> 0 pi <br /> S82-53'12"E <br /> C.) 5.7' vi 115.00 <br /> 0�c CS: alu <br /> aF 11.:T <br /> 61.17'0 LLJ <br /> 0 U) <br /> A/C <br /> 0 <br /> 0�00 0 <br /> UJ 0" <br /> 0 0'z 0 <br /> C11 C; <br /> a- <br /> zo (0 w <br /> 2 J�E' b . awe C'J <br /> E, 9.0. in 1 0 <br /> 0 <br /> 49,0' 0 <br /> N82-53'12PIW 33.3, p <br /> ( I <br /> 1 5.42' <br /> NON RADIAL) 0 <br /> PREPARED FOR: Lo <br /> 0 9,� _ w <br /> 09to% <br /> 10 <br /> Z <br /> BUILDING SETBACKS <br /> FRONT: 20' <br /> REAR: 10, <br /> SIDE: 5' <br /> SIDE STREET- 15' LEGEND: <br /> NOTES.: BUILDING SETBACK LINE PI POINT OF INTERSECTION <br /> - PC POINT OF CURVATURE <br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE BASED CENTERLINE PT POINT OF TANGENCY <br /> ON THE APPROVED ENGINEERING PLANS PREPARED RIGHT OF WAY LINE RP RADIUS POINT <br /> BY CORNELISON ENGINEERING & DESIGN INC. PRC POINT OF REVERSE CURVATURE <br /> PROPOSED ELEVATION PCP PERMANENT CONTROL POINT <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 TYP TYPICAL <br /> DATUM. PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> (P) PER PLAT <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE (C) CALCULATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PEI PLAT BOOK <br /> E. THE CONTRACTOR AND/OR A/C AIR CONDITIONER PGS PAGES <br /> THE PROPOSED STRUCTURE, S/W SIDEWALK So FT. SQUARE FEET <br /> OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING F.E*.M.A FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY F.LRA.' FLOOD INSURANCE RATE MAP <br /> CONSTRUCTION. NAVD NORTH AMERICAN VERTICAL DATUM <br /> SSE SANITARY SEWER EASEMENT <br /> THIS IS NOT A SURVEY DE DRAINAGE EASEMENT <br /> UE UTILITY EASEMENT <br /> THIS IS A PLOT PLAN ONLY <br /> FLOOD NOTE: I HAVE EXAMINED THE F.I.R.M. MAP NO. 12101CO457F SURVEYOR NOTES: <br /> DATED 09/26/2014 AND FOUND THE SUBJECT PROPERTY APPEARS TO UE 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 THE 0.2%ANNUAL CHANCE FLOOOPLAIN. ZONE'AE', AREAS OF WAY, RESTRICTIONS OF RECORD WHICH <br /> DETERMINED To BE SPECIAL FLOOD HAZARD-AREAS SUBJECT TO MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> INUNDATION BY THE 1%ANNUAL CHANCE FLOOD EVENT, BASE FLOOD <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.k AGENT FOR VERIFICATION. LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: 3. NOT VALID WITHOUT THE AUTHENTIC <br /> BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF A5M ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> BRADFORD WOODS DRIVE BEING N07-06'48'E, PER PLAT. ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> REVISED' M IF—= Fz,` I 4C,—AAA. SURVEYOR AND MAPPER. <br /> (FIELD DATE:) S U F;,)"\/FEENir 1 40 Digitally signed by James W Bolemn. <br /> DN:-uSst=FImida.t-0,I,mdo. <br /> SCALE: 30 FEET -AMERICAN SURVMNG&MAPPING, <br /> 4& MAPPING INC. <br /> APPROVED BY. JB CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 email-jbolerrian@asmcarporate.corti FOR <br /> 3191 MAGUIRE BOULEVARD, SUITE 200 Date:2021.61.28 0755:27-05'00' THE <br /> 191105 LOT 26 ORLANDO, FLORIDA 32803 Adobe Actobatwition:11.013- FIRM <br /> JOB NO. - I <br /> (407) 426-7979 1 <br /> DRAWN BY. RMB PLOT PLAN 01-25-2021 JSO WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BbLEMAN PSM# 6485 DATE <br />