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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 67, BLOCK 6, SILVERADO RANCH SUBDIVISION PHASES 7, 913, 11A AND 11B <br /> AS RE ORDED IN PLAT BOOK 77, PAGE(S) 79-86, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> PI <br /> RIGHT 1 OF WAY <br /> _- - � <br /> RIDER RAY.COURT <br /> TRACT G I <br /> — 60' WIDE PRIVATE ROADWAY <br /> 1' 30' <br /> �GR�� SCALE• <br /> 0 15 30 <br /> I$� <br /> TRACT "H" Z3 <br /> I I �^v"^,� PRIVATE COMMON AREA :� <br /> (NON—RADIAL) � r <br /> I a� <br /> S8724'28"E � <br /> 138.05' � I�IRE <br /> O t,` <br /> FB— y�o 56.1' �o5'D.adciA E <br /> g R 3 m1�65 <br /> 1'. 2z'IsIi a— II1 zff =OO Q <br /> LU <br /> 0-2-arc ooa� LOT 67. � <br /> a �o JBLOCK U6.945 SQ. F m <br /> DRAINAGE T a <br /> ( {Z I <br /> eOp j3G>- <br /> Go <br /> 2a .1' 58.7' PC <br /> uf <br /> 5'Ddel1E a .23.4'- J <br /> N87.24'28'W f139.16 --' <br /> N p N87'24'2B'W --- 110 <br /> I � 40.08' m <br /> I <br /> LOT 66 W <br /> BLOCK 6 I <br /> I 1 gI�W <br /> IN6 <br /> ON LOT CALCULATIONS <br /> LOT — 6,945 SO. FT. a <br /> LIVING AREA = 1.828 SO. FT Una Table <br /> GARAGE = 430 SQ. FT. <br /> ENTRY = 16 SQ. FT. Una f DlreaUon Length PO <br /> LANAI = 88 SQ. FT. L1 S0235.32-W 9.47' <br /> PATIO = 0 SQ. FT. <br /> DRIVEWAY = 543 SQ. FT. <br /> PREPARED FOR: A/C PAD = 12 SQ. F1% <br /> WALKWAY = 18 S0. FT. <br /> U Br80Rii)IV' IMPERVIOUS = 429E Curve Table <br /> 2935 SO. FT. <br /> g�{�C.GL•�5 �dl, SOD = 4.010 SQ. FT. Curve#1 Length I Radlue I Delta Chad Bearing Chord <br /> OFF LOT CALCULATIONS Ct 1 40,55' 700.00' 3-19.10'1 S00'55'5YW 40.55• <br /> BUILDING SETBACKS RIGHT OF WAY = 1320 SQ. FT. <br /> DRIVE APRON = 199 S0. FT. <br /> FRONT., 22' PUBLIC S/W = 254 SO. FT. <br /> REAR: 15' SOD = 867 SO. FT. <br /> SIDE: 5' (50' LOTS) TOTALS <br /> 7.5' (55' & 60' WIDTH LOTS) AREA = 8,265 SO. FT. <br /> SIDE STREET: 15' DRIVEWAY = 742 SO. FT. <br /> NOTES: SIDEWALK = 272 SO. FT. <br /> 1. ELEVATIONS SHOWN ARE PER LOT GRADING SOD = 4,877 S0. FT. <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 /> PC POINT OF CURVATURE <br /> 3. FOR ALL LOTS WHERE SIDE—YARD — — CENTERUNE 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 MADE DRAINAGE AND PRC PONT OF REVERSE CURVATURE <br /> ACCESS EASEMENT IS REQUIRED PER PASCO PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE <br /> COUNTY LAND DEVELOPMENT CODE. CS TYPICAL <br /> � PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ;;: CONCRETE PER PLAT <br /> EO <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (C PLAT BOOK <br /> THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND A/C AIR CONDITIONER P S 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 /> THIS IS NOT A SURVEY D&UE DRAINAGE&UPLT'EAASEMENTATUM <br /> PRIVATE <br /> THIS IS A PLOT PLAN ONLY PUE PUBLIC UTILITYAGE EAS MENTENT <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EXAMINED THE F.I.R.M. MAP NO. 1210100288F. 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 UE IN ZONE-X-, AREAS DETERMINED TO BE OUTSIDE THE OF WAY, RESTRICTIONS OF RECORD WHICH <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 CENTERUNE OF A!5hA 3. NOT VALID WITHOUT THE AUTHENTIC <br /> SILVERADO RANCH BOULEVARD BEING S023W32W.PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> ELECTRON SEAL OF A FLORIDA LICENSED <br /> REVISED. A M E R I C A N SURVEYOR AND MAPPER. <br /> (FIELD DATE:) S U FR V E Y I I V V <br /> Digitally signed bylames W. <br /> SCALE: 1" 30 FEET Boleman <br /> /� <br /> 7•`,O" Ay`f DW—lames W.Boleman, <br /> APPROVED BY: `B <br /> 8cM A P P I N G I N C. �`' wu n o=Amerion surveying&Mapping,CERTIFI <br /> CATION AUTHORIZATION NUMBER LB/6393 u.�i y <br /> 180820 LOT 87, 3191 MAG eml=JBoleman@asmcorporate.com FOR <br /> Inc,ou=HB, <br /> FIRM <br /> UIRE BOULEVARD, SUITE 200 '�:�p,��,,.° , � <br /> JOB NO. BLOCK 6 ORLANDO. FLORIDA 32803 c=us THE Date 2019.082110:2826-04'00' THE <br /> (407) 426-7979 DRAWN BY: DSB PLOT PLAN 08-20-19 NC WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE <br />