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PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 10, BLOCK 11, SILVERADO RANCH SUBDIVISION PHASES 7, 9B, 11A & 11B NOT YET RECORDED IN PLAT BOOK ----, PAGE(S) ----, OF THE'PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. ON LOT CALCULATIONS Curve Table LOT = 6,427 SO. FT. LIVING AREA = 1.751 SQ. FT. Curve/ Length I Radlue I Delta I Chord Bearing Chord GARAGE = 426 SQ. FT. Cl 1 32.20 1 260.00' 7`05'42" N19'53'46-E 3217' ENTRY = 35 SQ. FT. LANAI = 0 SQ. FT. Una Table PATIO = 80 SQ. FT. DRIVEWAY = 386 SQ. FT. Line/ Direction Length A/C PAD = 12 SO. FT. L1 N1820'55'E 15.3Y WALKWAY = 25 SQ. FT. 8 IMPERVIOUS = 42% � = 2716 SQ. FT. SOD = 3,711 SQ. FT. z OFF LOT CALCULATIONS 1" = 30' RIGHT OF WAY = 836 SQ. FT. GRAPHIC SCALE DRIVE APRON = 228 SQ. FT. 0 15 30 PT PUBLIC S/W — 236 SO. FT. SOD = 372 SQ. FT. TOTALS AREA = 7,263 SO. FT. DRIVEWAY = 614 SO. FT. SP/ SIDEWALK = 261 SO. FT. 3e 2 SOD = 4,083 SQ. FT. c Ate/ �b 0 0If�3 O B�OCT 1 0 K 1 / Q PC 340 W is S�3 39'ps., .ova / �,, :.ems• o �• ��,,, p /2Qu'' p �` IV— Rama N 4u co / �\\sSZ. h V � a N66 , oW / Q�Q m•�� 3g.2. O �`c PREPARED FOR: co e�4OT g BUILDING SETBACKS FRONT: U. REAR: 15' SIDE: 5' (50' LOTS) 7.5' (55' & 60' WIDTH LOTS) / SIDE STREET: 15' 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. 3. FOR ALL LOTS WHERE SIDE SETBACKS _ PC POINT OF CURVATURE ARE LESS THAN 7.5', A MINIMUM 5' WIDE CENTERUNE PT POINT OF TANGENCY DRAINAGE AND ACCESS EASEMENT WILL BE —— RIGHT OF WAY LINE RP RADIUS POINT PRC POINT OF REVERSE CURVATURE LOCATED ON ALL SIDE LOT LINES PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE TYP TYPICAL —mod PROPOSED DRAINAGE FLOW CS CONCRETE SLAB THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE �P� PER PLAT Ep ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PB PLAT Boat THE PROPOSED HOUSE. REFER TO HOUSE,PLAN AND A/C AIR CONDITIONER PGS PACES OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK S/W SIDEWALK SO. FT. SQUARE FEET LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT F.E.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&UE DRAINAGE&UTI�LITCY EASEMENT NT DATUM THIS IS A PLOT PLAN ONLY POE PRIVATE DRAINAGE EASEMENT PUE PUBUC UTILITY 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.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 WAGON 3. NOT VALID WITHOUT THE AUTHENTIC TRAIL STREET BEING N1620'55-E, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC ELECTRONIC SEAL OF A FLORIDA LICENSED REVISED: M E FR I C A N SURVEYOR AND MAPPER. (FIELD DATE:) S U R V E Y I N G dmniminnue Digitally signed b lim Boleman 1"— 30 FEET ��d.::....�®, 9 Y 9 Y SCALE: ,% .� DN:cn=Jim Boleman,8cM APPING INC. a=American Surveyin g& APPROVED BY: JB Mapping,ou, CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 100820 LOT 10. 3191 MAGUIRE BOULEVARD, SUITE 200 •� email=l6oleman@asmcorporate.FOR JOB NO. BLOCK 11 ORLANDO, FLORIDA 32803Oa%s "' com,c=US THE (407) 426-7979 mum wmm Date:2018.10.30 08 09:16-04'00'FIRM DRAWN BY: OSB WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOL.EMAN PSM 6485 DATE PLOT PLAN 10 29 18 RMB