20-1290 - Laserfiche WebLink

Browse Search

PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 73, OAKS OF PASCO AS RECORDED IN PLAT BOOK 80, PAGE(S) 113-118, OF THE PUBLIC RECORDS OF P.ASCO COUNTY, FLORIDA. ON LOT CALCULATIONS Curve Table LOT = 7.231 SQ. FT. LIVING AREA = 1,661 SQ. FT. Curve # Length I Radius I Delta Chord Bearing Chord GARAGE = 463 SQ. FT. ENTRY = 25 SQ. FT. Cl 47.61' 1 190.00' 14'21'28"1 S14-17-32"W 47.49' LANAI = 117 SQ. FT. PATIO = 0 SQ. FT. Line Table DRIVEWAY = 406 SQ. FT. A/C PAD = 9 SQ. FT. Line 8 Direction Length WALKWAY = 35 SO. FT. L1 S07.06.48"W 2B.85' IMPERVIOUS = 38% a = 2716 SQ. FT. SOD = 4,515 SQ. FT. OFF LOT CALCULATIONS w 0 RIGHT OF WAY = 620 SQ. FT. Z DRIVE APRON = 57 SQ. FT. 1" = 30' PUBLIC S/W = 385 SQ. FT. GRAPHIC SCALE SOD = 178 SQ. FT. 0 15 30 TOTALS AREA = 7.851 SQ. FT. W DRIVEWAY = 463 SQ. FT. SIDEWALK = 420 SQ. FT. Boa. SOD = 4,693 SQ. FT. C$ =� o •¢¢¢-� oo IN a 4 0 09'�6 �9gg1 _ O 3 1 6 I c I 115.00, 9°'c Z �] I JV�•5J,1LnE 9y�6 158253'12'E Ala d' 20.00'CID - U¢ 1n Q�Q ^ 4 NIWQ ON j N 36.4' a. f 5.8' 58.00, 56.01 CV / \ ABC 71 91 /16 8• 7' 23 m PREPARED FOR: `� 6R /4L�4 O 89.51 BUILDING SETBACKS FRONT: 20' / REAR: 10' SIDE: 5' SIDE STREET: 15' LEGEND: NOTES: — BUILDING SETBACK UNE PI POINT OF INTERSECTION 1. PROPOSED ELEVATIONS SHOWN HEREON ARE BASED — PC POINT OF CURVATURE CENTERLINE PT POINT OF TANGENCY ON THE APPROVED ENGINEERING PLANS PREPARED _ — RIGHT OF WAY LINE RP RADIUS POINT BY CORNELISON ENGINEERING & DESIGN INC. PRC POINT OF REVERSE CURVATURE 2. ELEVATIONS ARE BASED ON NAVD 1988 PROPOSED ELEVATION PCP PERMANENT CONTROL POINT DATUM. TYP TYPICAL PROPOSED DRAINAGE FLOW CS CONCRETE SLAB _ THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES (P) PER PLAT 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 PGS PAGES OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING S/W SIDEWALK SQ. 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 SSE SANITARY SEWER EASEMENT DE DRAINAGE EASEMENT . THIS-IS A PLOT PLAN ONLY UE UTILITY EASEMENT HOA HOMEOWNER ASSOCIATION FLOOD NOTE: I HAVE EXAMINED THE F.I.R.M. MAP NO. 12101CO452F SURVEYOR NOTES: DATED 09/26/2014 AND FOUND THE SUBJECT PROPERTY APPEARS TO UE 1. THE SURVEYOR HAS NOT ABSTRACTED THE. PARTIALLYAN ZONE"X'&'AE". ZONE"X", AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLDODPLAIN. ZONE"AE', AREAS LAND SHOWN HEREON FOR EASEMENTS, RIGHT DETERMINED TO BE SPECIAL FLOOD HAZARD AREAS SUBJECT TO OF WAY, RESTRICTIONS OF RECORD WHICH INUNDATION-BY THE 17.ANNUAL CHANCE FLOOD EVENT, BASE FLOOD MAY AFFECT THE TITLE OR USE OF THE LAND. ELEVATIONS DETERMINED TO BE 88.5'. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE NO UNDERGROUND IMPROVEMENTS HAVE BEEN 2. LOCAL F.E.M.A. AGENT FOR VERIFICATION. LOCATED EXCEPT AS SHOWN. BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF A5M3. NOT VALID WITHOUT THE AUTHENTIC BRADFORD WOODS DRIVE BEING N07'06'48"E, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC A M E IR I CAN SURVEYORI SEAL OF A FLORIDA LICENSED (FIELD DATE:) REVISED: . S U FZV E Y I N G a t SCALE: 1" = 30 FEET � OBe° � gia ysigned bylames WBoleman Sc MAPPING INC. �K `� —M RICA=FURVE l_orlan A y`� �.' a=AMEflICANSURVEYING&MAPPING, APPROVED BY: JB s `'INC,rn=James W 6oleman, CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 <J.zg emadjbolemanPasmmrpomte.mm .FOR 191105 LOT 73 3191 MAGUIRE BOULEVARD, SUITE 200 •.;��6"�°'°;e3 —wie:zo20.i2.22osoa:22-oS•0o• .THE 6 JOB NO. ORLANDO, FLORIDA 32803 Adobe Acmbatwrsion:11.0.23 FIRM (407) 426-7979 f DRAWN BY, RMB 2020 JG PLOT PLAN 12 17 WWW•AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE