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PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 31, BLOCK 18, SILVERADO RANCH SUBDIVISION PHASES 7, 9B, 11A AND 11B AS RECORDED IN PLAT BOOK 77, PAGE(S) 79-86, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. Curve Table Curvet Length Radius Delta Chard Bearing Chord Of 31.87 55.011 3311*51* S7324s45'E 31.42! P1 (REFERENCE BEARING) N891SW20*W 115.52' --1 C2 70.22'1160.00'1 25-08`43' S7O'2VSI-E 9.07r —9 45 Y E rT WU0 Una Table t: ON LOT CALCULATIONS Una III Direction I Length STELLA VAST DRIVE LOT = 9.851 SO. FT. TRACT "G" LIVING AREA = 1,672 SO. FT. U N89-59WE119.07- Rp 60' WIDE PRIVATE RIGHT OF WAY GARAGE - 432 SO. FT. ENTRY = 38 SO. FT. LANAI = 96 SO. FT. zi PATIO = 0 SQ. FT. DRIVEWAY = 331 SO. FT. I A/C PAD - 12 SO. FT. WALKWAY = 28 SO. FL IMPERVIOUS = 26% - 2609 SO. FT. SOD = 7,242 SO. FT. OFF LOT CALCULATIONS RIGHT OF WAY = 409 SO. FT. DRIVE APRON = 57 SQ. Fr. PUBLIC S/W = 247 SO. FT. I SOD = 105 SO. FT z TOTALS I AREA = 10.260 SO. FT. 0 1;a 3V GR ALE DRIVEWAY = 388 SO. FT. 6 SIDEWALK = 275 SO. FT. fuk 15 30 SOD = 7,347 SO. FT. 21.3. mi 100 CO 12.6' -C-4 00 LOT 32 BLOCK 18 w 0 A/C p LOT 31 0 0 BLOCK 18 V) 9,851 So FT* III TYPAGE E A/9 PREPARED FOR: IN' D 0 p% BUILDING SETBACKS j N89'59'2 "W FRONT. 20' 48.61 LOT 33 REAR: 15' SIDE' V (50' LOTS) BLOCK 18 7.5' (55' & 60- WIDTH LOTS) SIDE STREET. 15' NOTES: 1. ELEVATIONS SHOWN ARE PER LOT GRADING LEGEND: PLANS PROVIDED BY THE CLIENT. 2. ELEVATIONS ARE BASED ON NAVD 1988 BUILDING SETBACK LINE PI POINT OF INTERSECTION DATUM. PC POINT OF CURVATURE CENTERLINE PT POINT OF TANGENCY 3. FOR ALL LOTS WERE SIDE-YARD RIGHT OF WAY LINE RP RADIUS POINT SETBACKS ARE LESS THAN 7.50 FEET, A PRO POINT OF REVERSE CURVATURE PCC POINT OF COMPOUND CURVATURE PROPOSED ELEVATION MINIMUM 5.00 FOOT WIDE DRAINAGE AND TYP TYPICAL ACCESS EASEMENT IS REQUIRED PER PASCO PROPOSED DRAINAGE FLOW CS CONCRETE SLA13 COUNTY LAND DEVELOPMENT CODE. (P) PER PLAT (C) THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE CALCULATED PLAT ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/C AIR CONDITIONER PS PGS PAGES BOOK THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND S/w SIDEWALK SQ. FT. SQUARE FEET OPTION UST FOR CONSTRUCTION. ALL BUILDING SET BACK REM.A. FEDERAL EMERGENCY MANAGEMENT AGENCY LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT F.I.RX FLOOD INSURANCE RATE MAP AND IS FOR INFORMATIONAL PURPOSES ONLY. NGVD NATIONAL GEODE NAVD NORTH AMERICAN VERTICAL DATUM nC VERTICAL DATUM & THIS IS NOT A SURVEY POED&AE PRIVDRAINAGEATE DRAINAGEACCESS EASEMENTEASEMENT PU PBLIC EASEMENT THIS IS A PLOT PLAN ONLY PLEE PRUIVATEUTILITY LANDSCAPE EASEMENT FLOOD NOTE: SURVEYOR NOTES: I HAVE EXAMINED THE F.I.R.M. MAP NO. 12101CO2861", 1. THE SURVEYOR HAS NOT ABSTRACTED THE DATED SEPTEMBER 28,2014,AND FOUND THE SUBJECT PROPERTY LAND SHOWN HEREON FOR EASEMENTS, RIGHT APPEARS TO UE IN ZONE'X", AREAS DETERMINED TO BE OUTSIDE THE OF WAY, RESTRICTIONS OF RECORD WHICH 0 2%ANNUAL CHANCE FLOODPLAIN. THE SURVEYOR MAKES NO MAY AFFECT THE TITLE OR USE OF THE LAND. GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.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 STELLA 3. NOT VALID WITHOUT THE AUTHENTIC A5M ELECTRONIC SIGNATURE AND THE AUTHENTIC VAST DRIVE BEING N89`59`20"K PER PLAT. ELECTRONIC SEAL OF A FLORIDA LICENSED REVISED: A M F=- FR I CD A,, r-,] SURVEYOR AND MAPPER. (FIELD DATE:) SU R \/F=- "r I N G Digitally signed byJarnes W Bole— DN—U5,st-Ftofid4t=0rlandm 30 FEET SCALE: -AMERICAN SURVEYING&MAPPINr� <�kM APPING INC. URMI INC.—lames niPas—poiatexons FOR APPROVED BY: ER LB#6393 emill�ibolessev"I CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 ' 180820 LOT 31. 3191 MAGUIRE BOULEVARD, SUITE 200 Date 2020.06.12 08:31. -000 THE JOB NO. BLOCK 16 ORLANDO.)FLORIDA 32803 FIRM (407 426-7979 st DRAWN BY. D.S13 PLOT PLAN 06-08-2020 JSO WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE