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19-21275
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19-21275
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Last modified
1/8/2020 11:24:36 AM
Creation date
1/8/2020 11:24:36 AM
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Building Department
Company Name
SILVERADO
Building Department - Doc Type
Permit
Permit #
19-21275
Building Department - Name
DR HORTON INC
Address
6952 SILVERADO RANCH BLVD
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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 7, BLOCK 7, SILVERADO RANCH SUBDIVISION PHASES 7, 9B, 11A & 11B <br /> AS RECORDED IN PLAT BOOK 77, PAGE(S) 79-86, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> Curve Table <br /> Curve* Length Radius Delta Chord Bearing Chord <br /> C1 5.8 2060.00 12B 09' N12T)312'W 5282' <br /> C2 49.62' 1935.00' 1281 S12'OY12'E 49.62' <br /> C3 163.07' 2100.00' 426'57' S133WOB'E 163.03' <br /> C4 55.37' 2100.00' VW39' S12'01'57'E 55.37' <br /> C5 107.70' 2100.00' 2T18'18' S141V25E 107.86' <br /> i I z 01 8 <br /> 1GRAPHIC SCALE B_o K 7 <br /> 0 15 30 1 ?ee ? <br /> �BFlR1NG) �25.�C' •� <br /> 1 \ y (REF(FNR RA1;15 nc 14.d'7-6 <br /> \ j <br /> G o <br /> ppO RANCH \ eb <br /> s,Y � Vie. ► N y.t <br /> SIL EOOu�V GRp PI _�5__ a . 0o i�o ro <br /> FACT OyIAY — 20. p > �4 cn a <br /> PR\VAS ROAD 1 '2= p �! 1 <br /> 3 <br /> CWVE <br /> R1GNT�OF� \ It <br /> N q0.8' 4: I440 I <br /> 00 <br /> o, 1~ �5A 59.6'1 <br /> o <br /> !�� ,.,�.r.';0': to 59.7'_ o175. <br /> o <br /> ye.: <br /> L OT 67 <br /> 1 <br /> g ON LOT CALCULATIONS <br /> 4} LOT = 6.402 SQ. FT. <br /> LIVING AREA = 1,828 SO. F7. <br /> Qn2 GARAGE = 430 SQ. FT. <br /> � \ ENTRY = 16 SO. FT. <br /> 04 �' LANAI = 88 SQ. FT. <br /> y PATIO = 0 SQ. FT. <br /> 1 DRIVEWAY = 489 SQ. FT. <br /> A/C PAD = 12 SQ. FT. <br /> WALKWAY = 27 SQ. FT. <br /> IMPERVIOUS = 45% <br /> PREPARED FOR: Pi tB OFF LOT CALCULATIONS 12 so. �. <br /> RIGHT OF WAY = 1355 SQ. FT. <br /> D-R- {OR 3 DRIVE APRON = 199 SQ. FT. <br /> A a-'23"` p- PUBLIC S/W = 265 SO' FT. <br /> SOD = 891 SQ. FT. <br /> BUILDING SETBACKS TOTALS <br /> AREA m 7,757 SQ. FT. <br /> FRONT' 20' DRIVEWAY = 688 SQ. FT. <br /> REAR: 15' SIDEWALK = 292 SO. FT. <br /> SIDE: 5' (50' LOTS) SOD = 4.403 SQ. FT. <br /> 7.5' (55' & I 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 POINT OF TANGENCY <br /> SETBACKS ARE LESS THAN 7.50 FEET, A ———— RIGHT OF WAY LINE RP RADIUS POINT <br /> MINIMUN 5.00 FOOT WIDE DRAINAGE AND PRC POINT OF REVERSE CURVATURE <br /> ACCESS EASEMENT IS REQUIRED PER PASCO PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE <br /> COUNTY LAND DEVELOPMENT CODE. TYP PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ;.,:.;'� CONCRETE (P) PER <br /> ELCULLAAT <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (C PB PLAT BOOK <br /> TED <br /> THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND A/C AIR CONDITIONER PGS PACES <br /> OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK S/W SIDEWALK SO. FT. SQUARE FEET <br /> LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT F.EM.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 PDE PRIVATE DRAINAGE EASEMENT <br /> PUE PUBLIC UTILITY EASEMENT <br /> FLOOD NOTE: 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 /> 0.2R 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: <br /> LOCATED EXCEPT AS SHOWN. <br /> BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 7, A5hft 3. NOT VALID WITHOUT THE AUTHENTIC <br /> BLOCK 7 BEING N78.40'S3'E,PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> N <br /> (FIELD DATE:) REVISED: M EFRI C A SURVEYOR AND MAPPER. <br /> S U R VE: YI N G Digitally signed bylim Boleman <br /> LL AY <br /> SCALE 1' 30 FETT +•••H•1� DN:cn=lim Bole man, <br /> 8cM A P P I N G INC. }y',,, �^ o=American Surveying& <br /> APPROVED BY: 's t � Mapping,ou, <br /> 180820 LOT 7, CERTIFICATION OF AUTHORIZATION NUMBER LB/6393 „ 'v` email=lboleman@asmcorporate.FOR <br /> 3191 MAGUIRE BOULEVARD, SUITE 200 +.;••....; com,c=US THE <br /> JOB NO. BLOCK 7 ORLANDO, FLORIDA 32803 ate" Date:2019.01.2815:54:25-05'00'FIRM <br /> OSB (407) 426-7979 <br /> DRAWN BY: PLOT PLAN 01 23 2019 JL �•AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE <br />
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