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20-409
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20-409
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Last modified
3/4/2022 6:33:06 AM
Creation date
3/4/2022 6:33:05 AM
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Building Department
Company Name
DR HORTON INC
Building Department - Doc Type
Permit
Permit #
20-409
Building Department - Name
DR HORTON INC
Address
35562 BURMA REED DR
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PLOT ' PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 36, BLOCK 18, SILVERADO RANCH SUBDIVISION PHASES 7, 98, 11A AND 11B <br /> AS RECORDED IN PLAT BOOK 77, PAGE(S) 79-86, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> ON LOT CALCULATIONS Curve Table <br /> LOT = 7.456 SQ. FT. <br /> LIVING AREA = 1.498 SO. FT. Curve f Length I Radius I Delta I Chord Bearing Chard <br /> GARAGE = 385 SQ. FT. Ct 1 20:87-1 85.00- 13'5V53'I S83'01'23'E 20.62' <br /> ENTRY = 17 SO. FT. <br /> LANAI = 0 SO. FT. <br /> PATIO = 80 SQ. FT. Una Table <br /> DRIVEWAY — 360 SQ. FT. LIne f Direction Length <br /> A/C PAD = 12 SQ. FT. <br /> WALKWAY = 25 SQ. FT. a -895920'E 29.4T <br /> IMPERVIOUS = 32% <br /> = 2377 SQ. FT. <br /> SOD = 5.079 SQ. FT. Z <br /> OFF LOT CALCULATIONS 1" = 30, <br /> RIGHT OF WAY — 817 SQ. FT. GRAPHIC SCALE <br /> DRIVE APRON = 228 SQ. FT. \ BURMA REED DRIVE <br /> 30 <br /> PUBLIC S/W = 248 SO. FT. TRACT RIGHT OF WAY <br /> 0 15 <br /> SOD = 341 SO. FT. 60' WIDE PRIVATE RIG <br /> TOTALS \ (REFERENCE BEARING) <br /> AREA = 8,273 SQ. FT. pTpT S8959'2o'E •Oo' TIA�PC <br /> DRIVEWAY = 588 SO. FT. _ " 29.4T� 405 53' CENTERLINE OFJ, — <br /> SIDEWALK = 273 SQ. FT. I RIGHT OF WAY <br /> SOD — 5,420 SO. FT. <br /> \ =I <br /> I10'.PUE2g <br /> I" 1 <br /> I 14.7' :::'.: 19.2' <br /> 2 COVERED 4.2 I _ <br /> I ENTRY M <br /> I " <br /> N I I1 CV <br /> tri <br /> I 0 PROPOSED o 0 1 <br /> LOT 35 I FREEPORT A 9 1 <br /> BLOCK 18 m I FINISHED FLOOR I LOT 37 <br /> o EiEVAnoN-137.40 BLOCK 18 <br /> Zu I a <br /> I I <br /> I 38.00' o I. <br /> LtJ ps.e :.0 Sao' \ 7.0' <br /> PAYIO:ad I <br /> 7N j io.o j ED <br /> g d <br /> ` a►'7 I I <br /> o LOT 36 i o <br /> z I N BLOCK 18 NI� 0 <br /> PREPARED FOR: I 7,456 SO. FT d: (n <br /> DRAINAGE TYPE A <br /> D•)�i•HORTfg�1N'° <br /> —I----- ------------- r {Tst <br /> BUILDING SETBACKS -. 10'PILE <br /> FRONT: 22' _ _ �_• _ _ _ <br /> REAR: 13' S89'59'26"W 68.39' <br /> SIDE: 5' (50' LOTS) <br /> 7.5' (55' do 60' WIDTH LOTS) ZEPHYRHILLS COLONY COMPANY <br /> SIDE STREET: 15' LANDS <br /> PLAT BOOK 1, PAGE 55 <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 — BUILDING SETBACK UNE PI POINT OF INTERSECTION <br /> DATUM. PC POINT OF CURVATURE <br /> CENTERLINE PT POINT OF TANGENCY <br /> 3. FOR,ALL LOTS WHERE SIDE—YARD RIGHT OF WAY LINE RP RADIUS POINT <br /> SETBACKS ARE LESS THAN 7.50 FEET, A PRC POINT OF REVERSE CURVATURE <br /> MINIMUM 5.00 FOOT WIDE DRAINAGE AND PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE <br /> ACCESS EASEMENT IS REQUIRED PER PASCO PROPOSED DRAINAGE FLOW TTYP TYPCONCRETE SLAB <br /> COUNTY LAND DEVELOPMENT CODE. PER PUT <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE (C) CALCULATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/C AIR CONDITIONER PB PLAT BOOK <br /> S PAGES <br /> THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND S/W SIDEWALK SQ. FT. SQUARE FEET <br /> OPT10N LIST FOR CONSTRUCTION. ALL BUILDING SET BACK F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT F.I.R.M. FLOOD INSURANCE'RATE MAP <br /> AND IS FOR INFORMATIONAL PURPOSES ONLY. NAVD NORTH AMERICAN VERTICAL DATUM <br /> NOVO NATIONAL GEODETIC VERTICAL DATUM <br /> THIS IS NOT A SURVEY D&AE DRAINAGE as ACCESS EASEMENT <br /> PDE PRIVATE DRAINAGE EASEMENT <br /> THIS IS A PLOT PLAN ONLY PUE PUBLIC UTILITY EASEMENT <br /> PLE PRIVATE LANDSCAPE EASEMENT <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EXAMINED THE F.I.R.M. MAP NO. 11210100298F, 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 OU79DE 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 BURMA A51A 3. NOT VALID WITHOUT THE AUTHENTIC <br /> REED DRIVE BEING S8959'20'E, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> (FIELD DATE:) REVISED: M E R I C A N SURVEYOR AND MAPPER. <br /> SU R VE YI N G a�-, Digitally signed by JamesW Boleman <br /> SCALE: 1" 30 FEET tiya se DN:c=US,zt=Florida,l=Orlando, <br /> 8CM A P P I N G INC. t , o=AMEBIOIN SUNIFYING& <br /> APPROVED BY: JB '"�' .. Bole an, <br /> CERTIFICATION CERTIFICATION OF AUTHORIZATION NUMBER LBf6393 ;•f Boleman,__ <br /> 180820 LOT 36. 3191 MAGUIRE BOULEVARD, SUITE 200 :+,+e ewil=jbolemn@asmcorporaw.com FOR <br /> JOB NO. BLOCK 18 ORLANDO, FLORIDA 32803 �m�ua; �t5"' ,.A Date:2020.0&1201133:20-04'00' RM <br /> DRAWN BY' Dse WWW.AMERICA(NSUR <br /> PLOT PLAN VEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM 6485 DATE <br /> OB—OB-2020 JSO <br />
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