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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 8, BLOCK 15, SILVERADO RANCH SUBDIVISION PHASE 10A <br /> AS RECORDED IN PLAT BOOK 80, PAGE(S) 107-112, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> Une Table <br /> Una f Direction Length <br /> Lt SOO O6'O8 E I 3277' <br /> Curve Table <br /> Curve#1 Length Radlue Delta I Chord Bearing Chard <br /> C1 1 33.05' 85.00' 221649'1 S11ro2'17'W 3285' <br /> iz <br /> z <br /> / <br /> GRAPHIC SCALE <br /> I GR IC <br /> ID SCALE <br /> LOT 9 0 15 30 <br /> BLOCK 15 / <br /> tb (NON—RADIAL) �J / <br /> N89'53'52"E 121.35' <br /> 5'D&AE <br /> tn u / <br /> 0 24.5 <br /> I 70.0' 223' �•. <br /> 0.0 <br /> t n gj �I 9.3' PROPOSED COVERED :, ':.� , <br /> PC <br /> Y—� OD ca:` 8 2045 LANTANA F ENTRY <br /> FINISHED 11.8' <br /> SHED FLOOR 20.5' <br /> fF CJI ,:; ELEVATIONS 138.80' m 8:�.:, i q <br /> •�d 11,0' I 1 c I rn <br /> O I c I to N c (n <br /> 0 <br /> O 24.5I 59.8' I 21 I3' 4 m� m m <br /> -- —n---------V D&AE ------- I---T-- `. I�z ya�OD <br /> S8953'52"W 115.00' �h 300Y <br /> LOT 7 I _ + 0 29 <br /> BLOCK 15 <br /> fCCI <br /> mp <br /> <�I <br /> PREPARED FOR: IPT <br /> Q•RHOR'n1N`N� 1 <br /> � .� . <br /> BUILDING SETBACKS LEGEND: <br /> FRONT: 20' — — — BUILDING SETBACK LINE <br /> REAR: 15' ——— CENTERLINE <br /> SIDE: 5' (50' LOTS) ON LOT CALCULATIONS ———— RIGHT OF WAY LINE <br /> 7.5' (55' & 60' WIDTH LOTS) LOT = 7,542 SO. FT. 1DLx>< PROPOSED ELEVATION <br /> SIDE STREET: 15' LIVING AREA - 2,045 SO.FT. - <br /> GARAGE = 454 SQ. FT. PROPOSED DRAINAGE FLOW <br /> NOTES: ENTRY a 35 So' FT. ;:a"i` CONCRETE <br /> 1. ELEVATIONS SHOWN ARE PER LOT GRADING LANAI = 221 so, FT. A/c AIR CONDITIONER <br /> PLANS PROVIDED BY THE CLIENT. PATIO 0 SQ. FT. <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 DRIVEWAY = 338 SQ. FT. S/V SIDEWALK <br /> D PI POINT OF INTERSECTION <br /> DATUM. <br /> A/C PAD = 12 SO. FT. PC POINT OF CURVATURE <br /> 3. FOR ALL LOTS WHERE SIDE-YARD WALKWAY = 25 SO. FT. PT POINT OF TANGENCY <br /> SETBACKS ARE LESS THAN 7.50 FEET, A IMPERVIOUS = 42X RP RADIUS POINTFT.= 3130 SQ PRO POINT OF REVERSE CURVATURE <br /> . <br /> MINIMUM 5.00 FOOT WIDE DRAINAGE AND PCC POINT OF COMPOUND CURVATURE <br /> ACCESS EASEMENT IS REQUIRED PER PASCO SOD = 4,412 SO. FT. TYP TYPICAL <br /> COUNTY LAND DEVELOPMENT CODE. OFF LOT CALCULATIONS CS CONCRETE SLAB <br /> RIGHT OF WAY = 1092 SQ. FT. �C) PER tD PLAT <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES DRIVE APRON = 239 SQ. FT. PB PLAT BOOK <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PUBLIC S/W = 324 SO. FT. PIS PAS <br /> THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND SOD = 529 SQ. FT. SO. FT. SQUARE FEET <br /> TOTALS KEM.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK F.I.R.M. FLOOD INSURANCE RATE MAP <br /> LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AREA - 8,634 SO. FT. NAVD NORTH AMERICAN VERTICAL DATUM <br /> AND IS FOR INFORMATIONAL PURPOSES ONLY. DRIVEWAY = 577 SO. FT. NGVD NATIONAL GEODETIC VERTICAL DATUM <br /> D&UE DRAINAGE&UTILITY EASEMENT <br /> THIS IS NOT A SURVEY SIDEWALK = 349 SO. FT. PDE PRIVATE DRAINAGE EASEMENT <br /> SOD = 4,941 SO. FT. PUE PUBLIC UTILITY EASEMENT <br /> THIS IS A PLOT PLAN ONLY D&AE DRAINAGE&ACCESS EASEMENT <br /> SEM <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 28,2014, 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 STEER A!5hA 3. NOT VALID WITHOUT THE AUTHENTIC <br /> BLADE DRIVE BEING NOOWO8'W, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> A M E R I CA N ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> REVISED: SURVEYOR AND MAPPER. <br /> (FIELD DATE) S U RV IE=Y1 N G �s�"�e Digitally signed by James W Soleman <br /> . ++�,......o <br /> SCALE: <br /> 1' 30 FEET o•e Ny°S,� DN:c=US,st=Floddal=0dando, <br /> 8c MAPPING INC. j 'w.�' s °= ERICANSURVEYING8,MAPPING, <br /> APPROVED BY: '� —-4 ware .INC,m=JamesWiloleman, <br /> CERTIFICATION OF AUTHORIZATION NUMBER 0#6393 nnam.�x emellyboleman@mmmrporate.com <br /> 3191 MAGUIRE BOULEVARD, SUITE 200 b : •„ "Date:202Q10A81B19A7-04md FOR <br /> JOB NO. Z00847 LOT 8,BLOCK 15 ORLANDO, FLORIDA 32803 ..beA—bat-.1..11.0-23 THE <br /> FIRM <br /> (407) 426-7979 <br /> DRAWN BY. DSB PLOT PLAN 10 05 2020 JG WWWAMEFtICANSURVEYlNGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE <br />