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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 27, BLOCK 6, SILVERADO RANCH SUBDIVISION PHASE 6, 8 & 9A <br /> NOT YET RECORDED IN PLAT BOOK ----, PAGE(S) ----, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> U <br /> Z OQ <br /> , <br /> I wi <br /> W ZI <br /> Zty �I_ <br /> LOT 28 I =166 0. <br /> BLOCK 6 I ore <br /> 0 <br /> o <br /> } y 0 PC Z <br /> 9 9• �. <br /> (NON—RADIAL) 'om GRAPHIC SCALE <br /> S87'24'28"E 125.37' �O 0 15 30 <br /> i. <br /> OI 45.2' n I I <br /> 1 21.1' <br /> .of. b 5LT I I <br /> dO U I <br /> (OF��Z w I I� B.0' g a I o <br /> Jd a �o <br /> II . wh <br /> 4. <br /> —I in 0zl <br /> =o O ,a <br /> �I <br /> 1 9m cmwo <br /> U Ja!z 4.7 z <br /> Om >a z N . <br /> w offZ_ <br /> O I 59.67' a ,.o.�.': i v� <br /> Z 45.2' S9.7' <br /> 1 \ 7, <br /> N87'24'28"W- 124.86' — — ----w-- '��•o' •a' sr (NON—RADIAL) g <br /> ,o�• N8as.o2' --� 7 \� <br /> I <br /> I \ <br /> � LOT 26 \ °°'\ <br /> BLOCK 6 <br /> \ <br /> %PT <br /> ON LOT CALCULATIONS <br /> LOT = 6,98E SO. FT. <br /> LIVING AREA = 1,828 SQ. FT. <br /> GARAGE = 430 SQ. FT. <br /> ENTRY = 16 SQ. FT. <br /> LANAI = 88 SQ. FT. <br /> PATIO = 0 SO. FT. Curve Table <br /> DRIVEWAY = 371 SQ. FT. Curve# Length Rodlue Delta Chord Bearing Chord <br /> A/C PAD = 12 SQ. FT. <br /> WALKWAY = 28 SQ. FT. Cl 17.69' 55.00' 18'26'00" S12'35'50"W 17.62' <br /> IMPERVIOUS = 40% <br /> = 2773 SQ. FT. C2 13.55' 25.00' 31'03'03' S06'17'18"W 13.38' <br /> SOD = 4,215 SQ. FT. C3 24.56' 165.00' 7*36*18" S05'26'06"E 24.54' <br /> PREPARED FOR: OFF CALCULATIONS RIGHT OF WAY = 733' SQ. FT. <br /> C4 151.99' 155.00' 56-10.54- S25-29.55-E 145.97' <br /> RIGHT O <br /> rr DRIVE APRON = 155 SQ. FT. C5 71.10' 155.00' 26-16.52' SIO-32-54-E 70.4B' <br /> D R-NORRIIN' PUBLIC S/W = 279 SQ. FT. <br /> �f{3{�«9�rJl11 G t3 SOD = 299 SQ. FT. C6 1 80.89' 155.00' 29-54.02' S3B'38'21-E 79.97' <br /> TOTALS <br /> BUILDING SETBACKS AREA = 7,721 SQ. FT. <br /> DRIVEWAY = 526 SO. FT. <br /> FRONT: 20' SIDEWALK = 307 SO. FT. <br /> REAR: 15' SOD = 4,514 SO. FT. <br /> SIDE: 7.5' <br /> SIDE STREET: 20' <br /> LEGEND: <br /> -NOTES:. — BUILDING SETBACK LINE PI POINT OF INTERSECTION <br /> PC POINT OF CURVATURE <br /> 1. ELEVATIONS SHOWN ARE PER LOT GRADING — CENTERLINE PT POINT OF TANGENCY <br /> PLANS PROVIDED BY THE CLIENT. —— RIGHT OF WAY UNE RP RADIUS POINT <br /> PRC POINT OF REVERSE CURVATURE <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 XX,XX PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE <br /> DATUM. TYP TYPICAL <br /> PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES 0 CONCRETE �C� PER PLAT <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF CALCULATED <br /> THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND A/C AIR CONDITIONER PB PLAT BooK <br /> OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK S/W SIDEWALK SO. PAGES <br /> 0. FT. SQUARE FEET <br /> LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT 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 NGVD' NATIONAL GEODETIC VERTICAL DATUM <br /> D&UE DRAINAGE&UTILITY EASEMENT <br /> THIS IS A PLOT PLAN ONLY POE PRIVATE DRAINAGE EASEMENT <br /> UE UTILITY EASEMENT(PUBLIC) <br /> FLOOD NOT ' SURVEYOR NOTES: <br /> I HAVE EXAMINED THE F.I.R.M. MAP NO. 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 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 /> BEARING BASIS: 7DhA <br /> LOCATED EXCEPT AS SHOWN. <br /> ' <br /> BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF WAGONA 3. NOT VALID WITHOUT THE AUTHENTIC <br /> TRAIL STREET BEING S02-35'32-W, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> A M E R I CAN ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> (FIELD DATE:) <br /> REVISED: SURVEYOR AND MAPPER. <br /> /''� <br /> S U p` /I=`/1 N V BDigitallylsigned hyJamesW <br /> SCALE: ' 1 = 30 FEET �\ V 7 y�.c„�y eo eoleman <br /> 8c MAPPING INC. ,°" '` DN:cn=James W Boleman, <br /> APPROVED BY: J9w. j ''•ouAmerican Surveying&Mapping, <br /> CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 ryn ---~_ —.•emaiF==I6oleman@asmcarpamte.co FOR <br /> JOB NO. 171013 LOT 27, ELK 6 3191 AGUIREO, FLORIDA 328UTE 200 + <br /> ,r -' m,c=US 1HE <br /> ORLANDDate:2017.11.160930m-ovoo' FIRM <br /> (407) 426-7979 GATE DRAWN BY: DSB PLOT PLAN 11 13 17 KJW WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 <br />