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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 13, BLOCK• 18, SILVERADO RANCH SUBDIVISION PHASES 7, 913, 11A AND 11B <br /> AS RECORDED IN PLAT BOOK 77, PAGE(S) 79-86, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> PC <br /> LOT 12 <br /> BLOCK 18 <br /> I �II m <br /> r » r NB9'53'52'E .I <br /> N89'53 52 E 115.00 30.001 <br /> ___ <br /> 5' D&AE <br /> -30.3' N 25.01 I Z <br /> Z 1 59.7' :r�-:" . ` *:;: a m 1" - 30' <br /> 0 i a 59.B7 " " =. "` oz GRAPHIC SCALE <br /> j LL::o: .,1::" I d z <br /> OO v ro c c L-z.;..I,.i::,;:: O m 0 15 30 <br /> r r- C5 ��CD m Z m m <br /> O O M ��rr a,-n� z 45� r(" I " ma <br /> C�-I O zw0OI wct <br /> o =Bmso� e :'I::_ r;': }•`• A rn <br /> Uoo 0a '•, I I g O <br /> DD -.W. W 4.7'' I m o r� X <br /> m R•OD *t <br /> r� O <br /> CEO 51.7' isby **>O <br /> 30.3' oc <br /> ,Z <br /> a1 N ar � <br /> 10'PUE W��h G� h.�' an � =i <br /> PROPOSED INLET <br /> NOT FIELD LOCATED <br /> I <br /> CENTERLINE OF� PI <br /> RIGHT OF WAY STELLA VAST DRIVE . <br /> TRACT "G" <br /> 60' WIDE PRIVATE RIGHT OF WAY <br /> ON LOT CALCULATIONS <br /> LOT = 6,773 SQ. FT. <br /> Line Table LIVING AREA = 1,828 SQ. FT. <br /> Line# Direction Length GARAGE = 430 SQ. FT. <br /> ENTRY = 16 SQ. FT. <br /> L7 SOO.06-08"E 35.13' LANAI = 88 SQ. FT. <br /> PATIO = 0 SQ. FT. <br /> Curve Table DRIVEWAY = 400 SQ. FT. <br /> Curve#1Length Radius Delta Chord Bearing Chord A/C PAD = 12 S0. FT. <br /> WALKWAY = 28 SO. FT. <br /> C1 1 39.32' 25.00' 90'06'48' S44-57'16'W 35.39' IMPERVIOUS = 41% <br /> = 2802 SQ. FT. <br /> SOD = 3.971 SQ. FT. <br /> PREPARED FOR: OFF LOT CALCULATIONS <br /> RIGHT OF WAY = 3268 SQ. FT. <br /> D°R�NOR7t)N:'NuVi DRIVE APRON = 228 SQ. FT. <br /> 4sl36!Cu1'.' PUBLIC S/W = 997 SQ. FT. <br /> SOD = 2.043 SQ. FT. <br /> TOTALS <br /> BUILDING SETBACKS AREA = 10,041 SQ. FT. <br /> DRIVEWAY = 628 SQ. FT. <br /> FRONT: 20' <br /> REAR: 15' SIDEWALK = 1025 SQ. FT. <br /> SIDE: 5' (50' LOTS) SOD = 6,014 SQ. FT. <br /> 7.5' (55' & 60' WIDTH LOTS) <br /> SIDE STREET: 15' <br /> NOTES: <br /> 1. ELEVATIONS SHOWN ARE PER LOT.GRADING LEGEND: <br /> PLANS PROVIDED BY THE CLIENT. <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 <br /> DATUM. — •—•— BUILDING SETBACK LINE PI POINT OF INTERSECTION <br /> PC POINT OF CURVATURE <br /> 3. FOR ALL LOTS WHERE SIDE-YARD - CENTERLINE PT PONT 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 PONT OF COMPOUND CURVATURE <br /> COUNTY LAND DEVELOPMENT CODE. TYPICAL <br /> • � CS PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE (P) PER PLAT <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF CONDITIONER <br /> THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND PB PLAT BOOK <br /> A/c AIR <br /> OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK S/W SIDEWALK SQ. PAGES <br /> SQ. FT. SQUARE FEET <br /> LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT D&UE DRAINAGE&UTILITY 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&AE DRAINAGE&ACCESS EASEMENT <br /> PRIVATE DRAINAGE EAS <br /> THIS IS A PLOT PLAN ONLY POE PUBLIC UTILITY EASEMENTENT <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EXAMINED THE F.I.R.M. MAP NO.12101CO2BBF, 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 TO LIE IN ZONE'X', AREAS-DETERMINED TO BE OUTSIDE THE OF WAY, RESTRICTIONS OF RECORD NMICH <br /> 0.2%ANNUAL CHANCE FLOODPLAIN.THE SURVEYOR MAKES NO MAY 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 THE CENTERLINE OF BOXER A5hA 3. NOT VALID WITHOUT THE AUTHENTIC <br /> ROUND PLACE BEING SOOT06'08'E, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> ELECTRON SEAL OF A FLORIDA LICENSED <br /> (FIELD DATE:) <br /> REVISED: A M E F� I C IAI /N� SURVEYOR AND MAPPER. <br /> UR V E Y V I I V m,�s�ff Digitally signed by James W.B"leman <br /> -James W.Bolems <br /> SCALE: 1"= 30�� ��n'�N�''`e 4 r<Amedcan Surveying&Mappl,g, <br /> JB 8cM A P P I N G INC. " ,ema u-HB, <br /> APPROVED BY. CERTIFICATION OF AUTHORIZATION NUMBER LBI¢6393 *° a S_emampasmwrporate.com, FOR <br /> 10OB20 LOT 13, 3191 MAGUIRE BOULEVARD, SUITE 200 °°%%T;,:,;:r`'� i." Date 2019.10130so8:ra-oan0- THE <br /> JOB NO. BLOCK 18 ORLANDO. FLORIDA 32803 �� FIRM <br /> (407) 426-7979 <br /> .DRAWN BY. DSB PLOT PLAN 10-18-19 JCM WWWAMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE <br />