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PLOT - PLAN . DESCRIPTION:(AS FURNISHED) LOT 2, BLOCK 19, SILVERADO RANCH SUBDIVISION PHASES 7, 9B, 11 A AND 11 B AS RECORDED IN PLAT.BOOK 77, PAGE(S) 79-86, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. STELLA VAST-DRIVE - TRACT "G" 60' WIDE PRIVATE RIGHT OF WAY (REFERENCE BEARING) PI/� -� - N8959'20'_W - - 54NE F7 PI 397.50' �- 147.50' CENTERLINE OF/ ,. RIGHT OF-WAY o�l o 1" - 30' GRAPHIC SCALE -- --- 0 15 30 :.'..'DRIVE:''.:; I •p> .. . iD r 1 ^ moo".. 5.7' 5.7' 13.0'0 8:3 0 21.3' I . .. O I .. 4.3 COVED I O COVERED L(i ENTRY PROPOSED ARIA' h I m 4EAB- C `r FINISHED FLOOR n LOT 3 ELEVATION= 137.20' O BLOCK 19 38.67' p BLOCK 19 LnI I O I 12.0' I p I: I cf) (.COVERED. 0 I - LANAI 5.T"i 26.TA/C •..i5.7' LLI o I I I 0 N LOT 2 N BLOCK 1,9 M ON LOT CALCULATIONS O j 5,750 SO. FT t I LOT - 5,750 SO. FT. I DRAINAGE TYPE A I ti 'LIVING AREA = 1.672 SO. FT. 3Z i GARAGE 432 SO. FT. ENTRY 38 SQ. FT. — — LANAI = 96 SO. FT. N89'59'20"W 50.00' PATIO = o SQ. FT. DRIVEWAY = 339 SQ. FT. A/C PAD = 12 SQ. FT. PREPARED FOR: LOT 16 I -LOT 17 I LOT 18 WALKWAY = 28 SQ. FT. BLOCK 19 I BLOCK 19 IMPERVIOUS = 46% D'R'HORTUN" I BLOCK 19 = 2617 SQ. FT. yfLJf��GGl,S gZLf� SOD = 3,133 SO. FT. dJ OFF LOT CALCULATIONS RIGHT OF WAY = 855 SQ. FT.. DRIVE APRON = 230 SO. FT. BUILDING SETBACKS Pueuc s/w = 250 so. Fr. SOD 375 SO. FT. FRONT: 20' TOTALS REAR: 15' AREA = 6,605. SQ. FT. SIDE: 5: (50' LOTS) DRIVEWAY = 569: SO. FT. 7.5' (55' & 60' WIDTH'LOTS) SIDEWALK 278 SQ. FT. SIDE STREET: 15' SOD = 3.508 SQ. FT. NOTES:. 1. ELEVATIONS:SHOWN ARE PER LOT GRADING - PLANS PROVIDED BY THE CLIENT. LEGEND: 2. :ELEVATIONS ARE BASED ON,NAVD 198E DATUM. —•—•— BUILDING SETBACK LINE PI POINT OF INTERSECTION 3. FOR ALL LOTS WHERE SIDE-YARD _- PC POINT OF CURVATURE CENTERLINE PT POINT OF TANGENCY - SETBACKS;ARE LESS THAN 7.50 FEET.,A - - — RIGHT OF WAY LINE RP RADIUS POINT MINIMUM 5.00 FOOT WIDE DRAINAGE AND XX PRO POINT OF REVERSE CURVATURE ACCESS EASEMENT IS REQUIRED PER PASCO / PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE .. COUNTY LAND DEVELOPMENT CODE. PROPOSED DRAINAGE FLOW CS CONCRETE SLAB THIS PLOT'PLAN IS INTENDED FOR,PERMITTING PURPOSES ;.;,Z-r CONCRETE ��) CALCULATED ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (C PLAT BOOK THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND A/C AIR CONDITIONER PB PAGES OPTION LIST FOR'CONSTRUCTION. ALL BUILDING SET BACK S/W SIDEWALK SO. FT., SQUARE FEET LINES SHOWN'HEREON IS PER DATA FURNISHED BY CLIENT D&AE DRAINAGE&ACCESS EASEMENT F.I-M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY AND IS FOR INFORMATIONAL PURPOSES ONLY. F.I.R.M. FLOOD INSURANCE RATE MAP NAVD NORTH AMERICAN VERTICAL DATUM THIS IS NOT A SURVEY D&LIE DRAINAGE&UTILITY EASEMENT THISTHIS IS A PLOT PLAN ONLY POE PRIVATE ILITY EASEMENT EASEMENT FLOOD NOTE: SURVEYOR NOTES: I HAVE EXAMINED THE'F.I.R.M.'MAP NO. 12101CO288F. 1. THE SURVEYOR HAS NOT ABSTRACTED THE " DATED SEPTEMBER 26.2014. 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.EM.A. AGENT FOR VERIFICATION. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. . BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF STELLA 3. NOT VALID WITHOUT THE AUTHENTIC VAST DRIVE BEING N89Ti9'20"W.PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC A M E R I CA N ELECTRONIC SEAL_OF A FLORIDA;LICENSED REVISED• SURVEYOR AND MAPPER: (FIELD DATE:) S U'RV I-Y I N-G _ DigitallyslgnedbyJam W. 1'=30 FEET as;:"�.o G}�Boleman SCALE: $e M A P P I N G INC. ON:c dames W.Boleman, APPROVEDBY: J9a.�`,.se„ f.2 jA-'ro=American Surveying a Mapping, CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 �:n .� In4o_=_b 1 A5M 180820 LOT 2. _ 3191 MAGUIRE BOULEVARD, SUITE 200 m;.ra _-�,n lboleman@asmmrpate com FOR JOB NO. BLOCK 19 ORLANDO, FLORIDA 32803 "' a' s -Us THE f.,: Date 2020.02.27045050-0500' FIRM DRAWN BY-. DSB PLOT PLAN 02 26 2020 JG (407) 426=7979 # DATE WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM 6485 - ..