21-1478 - Laserfiche WebLink

Browse Search

PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 24, OAKS OF PASCO AS RECORDED IN PLAT BOOK 80, PAGE(S) 113-118, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. ON LOT CALCULATIONS LOT = 6;377 SQ. FT. Curve Table LIVING AREA = 1,651 SQ. FT. Curve # Length Radius Delta Chord Bearing Chord GARAGE = 416 SQ. FT. ENTRY = 100 SQ. FT. Cl 14.17' 134.00' 6*03'33" S30'06'42*W 14.16' LANAI = 260 SO. FT. C2 39.66' 230.00' 9*52'50" N28*12'04"E 39.61' PATIO = 0 SO. FT. DRIVEWAY = 514 SQ. FT. C3 95.40' 210.00' 26'01'41' N20'07'39"E 94.58' A/C PAD = 9 SQ. FT. C4 30.40' 210.00' 8*17'39" N28*59I WALKWAY = 30 SO.,FT.30.3r IMPERVIOUS = 47% C5 65.00' 210.00' 17*44'02" N15'58'49'E 64.74' = 2980 SQ. FT. SOD = 3,397 SQ. FT. OFF LOT CALCULATIONS Une Table RIGHT OF WAY = 431 SQ. FT. z length DRIVE APRON = 62 SQ. FT. 30' Line# Direction GRAPHIC SCALE I PUBLIC S/W = 269 SQ. FT. MI Ll SOO-03'09-E 4.74' SOD = 100 SO. FT. Q 15 30 TOTALS AREA = 6,808 SQ. FT. DRIVEWAY = 576 SQ. FT. SIDEWALK = 299 SQ. FT. SOD = 3,497 SQ. FT. cje c"I e AF S821531 12.E /8g h9 (NON—RADIAL) _j 20.91- R2Q / op ENCE BEARING) 0 -77 (REFE S82-5305.O fir- 12 E 2 16 0 1 124.07' 48.7' C3 10. co C.) 6 ol IS C.) 0 Q: a_p 0 - p p 0 ti at: 0 xx 64.7* 0 54.7' 0 W vi k 104 4' .6 0 N8253'1 2 is w S89'32'57" (NON—RADIAL) 40-16' 04 IL- 0 PREPARED FOR: BUILDING SETBACKS FRONT: 20' REAR: 10, SIDE: 5' LEGEND: SIDE STREET: 15' BUILDING SETBACK UNE PI POINT OF INTERSECTION PC POINT OF NOTES: CENTERLINE PT POINT OF TANGENCYCURVATURE 1. PROPOSED ELEVATIONS SHOWN HEREON ARE BASED RIGHT OF WAY UNE RP RADIUS POINT ON THE APPROVED ENGINEERING PLANS PREPARED PRO POINT OF REVERSE CURVATURE PROPOSED ELEVATION PCP PERMANENT CONTROL POINT BY CORNELISON ENGINEERING & DESIGN INC. TYP TYPICAL 2. ELEVATIONS ARE BASED ON NAVD 1988 PROPOSED DRAINAGE FLOW CS CONCRETE SLAB DATUM. (P) PER PLAT CONCRETE (C) CALCULATED THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PB PLAT BOOK ONLY. THIS IS NOT,INTENDED FOR THE CONSTRUCTION OF A/C AIR CONDITIONER S/W PGS PAGES So. THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR SIDEWALK F.E FT. SQUARE FEET .M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING F.I.R.M. FLOOD INSURANCE RATE MAP DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY NAVD NORTH AMERICAN VERTICAL DATUM CONSTRUCTION. SSE SANITARY SEWER EASEMENT DE DRAINAGE EASEMENT THIS IS NOT A SURVEY UE UTIUTY EASEMENT TW TOP OF WALL THIS IS A PLOT PLAN ONLY FLOOD NOTE: I HAVE EXAMINED THE RI.R.M. MAP NO. 12101CO452F SURVEYOR NOTES: DATED 09/26/2014 AND FOUNDTHE SUBJECT PROPERTY APPEARS To UE 1. THE SURVEYOR HAS NOT ABSTRACTED THE PARTIALLY IN ZONE'X" &'AE.ZONE-X-, AREAS DETERMINED TO BE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OUTSIDE THE 0.2%-ANNUAL CHANCE FLOOOPLAIN. ZONE'AI AREAS OF WAY, RESTRICTIONS OF RECORD WHICH DETERMINED TO BE SPECIAL FLOOD HAZARD AREAS SUBJECT Yd INUNDATION BY THE 1%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 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCAL F.E.M.A. AGENT FOR VERIFICATION. LOCATED EXCEPT AS SHOWN. BEARING BASIS:BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF .3. NOT VALID WITHOUT THE AUTHENTIC A5M ELECTRONIC SIGNATURE AND THE AUTHENTIC LOT 24 BEING 582'V12"E. PER PLAT. ELECTRONIC SEAL OF A FLORIDA LICENSED jjfkMF_= F;," I CAN SURVEYOR AND MAPPER. (FIELD DATE)- REVISED:. S U F:;,\/ICY I "CD SCALE: 1" - 30 FEET 8c MAPPING INC. APPROVED BY: JB CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 FOR .......... 3191 MAGUIRE BOULEVARD, SUITE 200 THE JOB NO. 191105 LOT 24 ORLANDO, FLORIDA 32803 - FIRM (407) 426-7979 DATE DRAWN BY. RMB PLOT PLAN 01/18/2021 JG WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485