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PLOT PLAN <br /> DESCRIPTION:(AS'FURNISHED)' <br /> LOT 20, BLOCK 18, .SILVERADO RANCH SUBDIVISION PHASES 7, 9B, 11A AND 11B <br /> AS RECORDED IN PLAT. BOOK 77, PAGE(S) 79-86;-OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA: <br /> I <br /> TRACT "A" <br /> PRIVATE DRAINAGE.AREA <br /> S89'59'20"E 50.00' o <br /> -LOT 20 <br /> BLOCK 18 GRAPHIC s scn�. <br /> .DRAT 6,�50 SQ.FT ip .. ' <br /> O r7 DRAINAGE TYPE B C) 00 <br /> O L0 <br /> ON LOT CALCULATIONS Ln <br /> w. <br /> LOT = 5,750 SO. FT. <br /> A/C <br /> LIVING AREA = 1,828 SQ. FT. 5,2'` 5.2' <br /> GARAGE' =.436 _ SQ. FT. $8.T m CovEREd <br /> ENTRY = 16 SQ' FT. LANAI <br /> LANAI = 88 Sq. FT. 11.0' <br /> PATIO ='0 SO. FT. 39.67' <br /> DRIVEWAY = 360 SQ. FT. <br /> A/C PAD' = 12 SQ. FT. LOT 21 wLOT. 19 <br /> WALKWAY 28 SO. Fr. BLOCK 18 N PROPOSED <br /> ED o <br /> IMPERVIOUS = 48% BLOCK 18 <br /> _.2762 SO. FT. 6� m FINISHED <br /> - C - <br /> $OD = 2,988 SO. FT. loo'� W N uci FINISHED FLOOR 1 - <br /> OFF LOT CALCULATIONS ' - ELEVATION=137.30' <br /> RIGHT OF.WAY = 855, SQ. FT. O O <br /> DRIVE APRON_ = 230 SQ. FT. -O <br /> PUBLIC S/W = 250 SO. FT. 0 <br /> SOD', _.375 SO..FT. O <br /> TOTALS O O <br /> COVERED' .3' O, <br /> `U' <br /> AREA-' _ '6,605 SQ. FT. . O ENTRY 1` N <br /> DRIVEWAY = 590 SQ. FT. . Z 5.z' 21.3' a 14.0' 5.2' <br /> SIDEWALK = 218 SQ. FT. <br /> SOD'. = 3,363 SQ. FT. <br /> -i� - - i�------d7 <br /> 1 UE <br /> I` <br /> Qoi <br /> o w <br /> o I <br /> ' PREPARED FOR: - Z 333.58' RIGHTOF WAY PI <br /> pp pp 1�' 211.44' <br /> B-Ift-HOHRIN' wn PI /` A N89'59'20'W 545.60' <br /> �� (REFERENCE BEARING) <br /> JL& STELLA VAST DRIVE <br /> TRACT "G" <br /> 60' WIDE PRIVATE RIGHT OF WAY <br /> BUILDING SETBACKS . <br /> FRONT: 22' <br /> REAR: 13' <br /> SIDE: 5' (50' LOTS) <br /> 7.5'-(55' & 60' WIDTH LOTS) <br /> SIDE STREET: 15' <br /> NOTES:. <br /> 1. . ELEVATIONS'SHOWN ARE PER LOT GRADING <br /> PLANS'PROVIDED BY THE CLIENT. LEGEND: <br /> 2. .ELEVATIONS ARE BASED ON.NAVD 1988 <br /> DATUM. — — BUILDING SETBACK LINE PI ...POINT OF INTERSECTION <br /> 3,. FOR'ALL LOTS WHERE SIDE-YARD _ - PC POINT OF CURVATURE <br /> CENTERLINE PT" POINT OF TANGENCY <br /> SETBACKS ARE LESS THAN 7.50 FEET,,A - RIGHT OF WAY LINE RP RADIUS POINT <br /> MINIMUM 5.00 FOOT WIDE DRAINAGE AND PRC POINT OF REVERSE CURVATURE <br /> ACCESS'EASEMENT IS REQUIRED PER PASCO PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE <br /> COUNTY LAND DEVELOPMENT CODE. TYP TYPICAL <br /> PROPOSED DRAINAGE FLOW _ 1 CS CONCRETE SLAB <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE (P) PER <br /> PLAT <br /> . <br /> ONLY. THIS'IS NOT INTENDED.FOR THE CONSTRUCTION OF A/C AIR CONDITIONER PB PLAT BOOK <br /> THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND PBS PAGES <br /> OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK S/W SIDEWALK SQ..FT. SQUARE FEET <br /> LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT ,D&AE DRAINAGE&ACCESS EASEMENT F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY- <br /> AND IS FOR'INFORMATIONAL PURPOSES ONLY. - F•I•R•M• FLOOD INSURANCE RATE MAP <br /> _ NAVD NORTH AMERICAN VERTICAL DATUM <br /> NGVD NATIONAL GEODETIC VERTICAL DATUM <br /> THIS IS NOT A SURVEY D&UE DRAINAGE&UTILITY EASEMENT <br /> PDE PRIVATE DRAINAGE EASEMENT <br /> THIS IS A PLOT PLAN ONLY UE UTILITY EASEMENT <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EXAMINED THE F.I.R.M.'MAP N0:'12101CO288F, 1. THE SURVEYOR HAS,NOT ABSTRACTED THE' <br /> DATED SEPTEMBER 26,2014,.AND FOUND THE SUBJECT PROPERTY LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> APPEARS'M UE IN ZONE'X','AREAS DETERMINED M BE OUTSIDE THE OF WAY, RESTRICTIONS:OF RECORD WHICH <br /> 0.2%ANNUAL:CHANCE FLOODPLAIN. THE SURVEYOR MAKES NOMAY AFFECT THE TITLE,OR USE-OF THE,LAND. <br /> GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE-CONTACT THE <br /> LOCAL F.E.M.A.AGENT FOR VERIFICATION. 2- NO UNDERGROUND IMPROVEMENTS HAVE.BEEN <br /> LOCATED EXCEPT AS SHOWN... <br /> BEARING BASIS: <br /> BEARINGS SHOWN HEREON ARE BASED ON TiE CENTERUNE OF STELLA : 3. NOT VALID WITHOUT THE AUTHENTIC' <br /> VAST DRIVE BEING N89'59'20'W, PER PLAT.' ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> ELECTRONIC SEAL.OF A FLORIDA a10ENSED <br /> REVISED:' A M E'R I CA N SURVEYOR AND MAPPER. <br /> (FIELD DATE:) - c <br /> SCALE: �--+U RV EY I N'G _,�s u.W Digitally signed by JamesW.Boleman <br /> 1'=30 FEET a;...... <br /> $e MAPPING. INC. 6 ;DN:cn lames W.Boleman, <br /> - � •� ,`�o„-��• - t o=Amedran Surveying&Mapping, <br /> APPROVED BY: •JB - <br /> in Ln <br /> A5M <br /> CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 •• email=Jbolemanpasmcorpate.mm, <br /> BLOCK 10820 807 20, 3191 MAGUIRE•BOULEVARD, SUITE 200 r''a r' ~DMe:2020.0227095. BS'OB' �R <br /> Joe No. ORLANDO, FLORIDA 32803 THE <br /> (407) 426-7979 ° FIRM <br /> DRAWN BY-. DSB 26 2020 JG WWW.AMERICANSURVEYINGANDMAPPIN.G.COM JAMES W. BOLEMAN PSM 6485 DATE <br /> PLOT PLAN 02 � � .# ". <br />