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20-22548
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20-22548
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Last modified
5/12/2021 1:57:59 PM
Creation date
5/12/2021 1:57:58 PM
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Building Department
Company Name
ZEPHYR LAKES
Building Department - Doc Type
Permit
Permit #
20-22548
Building Department - Name
DR HORTON INC
Address
8040 WHEAT STONE DR
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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 3, BLOCK 1, ZEPHYR LAKES SUBDIVISION PHASES 1A, 2A, 2B, AND 4A <br /> AS RECORDED IN PLAT BOOK 80, PAGE(S) 37-48, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> PC <br /> Q WHEAT STONE DRIVE <br /> \ TRACT ''H" <br /> 50' WIDE PRIVATE ROADWAY <br /> � C3 <br /> 4\ _ PT (REFERENCE BEARING) <br /> N90.00'OD'E <br /> 3 1 CSC�EPITERUNE OF <br /> N o 1 RIGHT OF WAY <br /> TN� <br /> o <br /> GRAPHIC SCALE <br /> �,- ^----- 0 15 30 <br /> 1 _ DRIVE:.;'•.'„...i <br /> �r 21.3' .. .�0 13.7' S.8' <br /> [V <br /> jCOVER C� Line Table <br /> 1� 1 ENTRY 4'7 I N Line Direction Length <br /> �--• L7 N90-00'00'E 1 30.28' <br /> 1 I <br /> LOT 4 i m i LOT 2 Curve Table <br /> BLOCK I <br /> 1 1 MODEL PROPOSED DB 6 II w BLOCK 1 Curve A Length Radius Delta Chard Bearing Chord <br /> 1 DELRAY'A' I o L11 <br /> . C1 15.65' 80.00' 11'12'28" S8423'46'E 15.62' <br /> La I c FINISHED FLOOR I ., C2 37.31' 1040.002 2103'20' S883,V31'W 37.31' <br /> o� o ELEVATION=BB.40' In 0^ <br /> 7n 1 I O w C3 86.60' 55.00' 90'13'00' S44'53'30'E 77.93' <br /> I c <br /> C 1 39.67' C4 75.84' 55.00' 79'00'32' S39'17'18'E 69.98' <br /> 1 I N o <br /> 23.3' C5 10.76' 55.00' 11'12'2B" S8423'46'E 10.74'I I Qo <br /> 1 i�. 1%COVERFlY. I U) <br /> / <br /> v- 18.5' 16.3' <br /> 1 5.8- <br /> El <br /> A/c <br /> I LOT 3 <br /> I •-o._ .— . — .— <br /> r it BLOCK 1 ON LOT CALCULATIONS <br /> I <br /> 0 So FT f I LOT = 7,110 SQ. FT. <br /> I 7,11 I <br /> 1 DRAINAGE.TYPE A I LIVING AREA = 2,034 SQ* FT. <br /> GARAGE = 458 SQ. FT. <br /> S87"3G'50"W C2 ENTRY = 28 SQ. FT. <br /> �� LANAI = 218 SQ. FT. <br /> �^ 33.31' TRACT "E" ENTRY SLAB = 23 SQ. FT. <br /> PRIVATE LANDSCAPE DRIVEWAY = 438 SO. FT. <br /> AREA A/C PAD = 12 SO. FT. <br /> WALKWAY = 59 SQ. FT. <br /> IMPERVIOUS = 46% <br /> 3270 SQ. FT. <br /> SOD = 3,840 SQ. FT. <br /> PREPARED FOR: OFF LOT CALCULATIONS <br /> RIGHT OF WAY = 581 SO. FT. <br /> D'RH0R70N, DRIVE APRON = 154 SQ. FT. <br /> PUBLIC S/W = 227 SQ. FT. <br /> SOD = 200 SQ. FT. <br /> TOTALS <br /> BUILDING SETBACKS AREA = 7,691 SO. FT. <br /> DRIVEWAY = 592 SQ. FT. <br /> FRONT: 20' SIDEWALK = 286 SQ. FT. <br /> GARAGE: 25' <br /> REAR: 15' SOD = 4,040 SQ. FT. <br /> SIDE: 5' <br /> SIDE STREET: 15' <br /> NOTES: LEGEND: <br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE —•—•— BUILDING SETBACK LINE PI POINT OF-INTERSECTION <br /> BASED ON THE APPROVED ENGINEERING PLANS PC POINT OF CURVATURE <br /> PREPARED BY HAMILTON ENGINEERING & —- — CENTERLINE. PT POINT OF TANGENCY <br /> SURVEYING INC.. - - RIGHT OF WAY LINE RP RADIUS POINT <br /> XX•XX PRO POINT OF REVERSE CURVATURE <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 PROPOSED ELEVATION PCP PERMANENT CONTROL POINT <br /> DATUM. TIP TYPICAL <br /> PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE (P) PER PLAT <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (C) CALCULATED <br /> PB PLAT <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR A/C AIR CONDITIONER PGS PAGES BOOK <br /> OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING S/W SIDEWALK SO. FT. SQUARE FEET - <br /> DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> CONSTRUCTION. F.I.R.M. FLOOD INSURANCE RATE MAP <br /> NAVD NORTH AMERICAN VERTICAL DATUM <br /> THIS IS NOT A SURVEY D&UE DRAINAGE&UTILITY EASEMENT <br /> DE DRAINAGE EASEMENT(PUBLIC) <br /> THIS IS A PLOT PLAN ONLY UE DRAIN EASEMENT(PUBLIC) <br /> D&AE DRAINAGE &ACCESS EASEMENT <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EXAMINED THE F.I.R.M. MAP NO.12101CO293F, 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> DATED 09/28/2014, AND FOUND THE SUBJECT PROPERTY APPEARS TO LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> LIE IN ZONE'X", AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL OF WAY, RESTRICTIONS OF RECORD WHICH <br /> CHANCE FLOODPLAIN.THE SURVEYOR MAKES NO GUARANTEES AS TO MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A.AGENT <br /> FOR VERIFICATION. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: <br /> BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF WHEAT A5hft 3. NOT VALID WITHOUT THE AUTHENTIC <br /> STONE DRIVE BEING N9oroO`DO'E, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> A M E F2 I C A N ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> REVISED U FR V E Y I N G SURVEYOR AND MAPPER. <br /> (FIELD DATE:) ������11suuwuw�u DigitBole mallyansigned 6y James W. <br /> pr;l b I <br /> SCALE: 1'= 30 FEET `°^'ey: DN:cn=James W.Boleman, <br /> APPROVED BY: JB <br /> 8cM AP P I N G I N C. p aus 1o=American Surveying&Mapping, <br /> CERTIFICATION OF AUTHORIZATION NUMBER Inc.,—1-13,LB 6393 a? s" "' $ ..ema1IQBoleman@wmcorporate.co FOR <br /> 190901 LOT 3, BLOCK 1 3191 MAGUIRE BOULEVARD, SUITE 200 _;;• ;>,� Y' THE <br /> JOB NO. ORLANDO. FLORIDA 32803 ° immm �%� Dac=US 9.gg.241oS5:17-04'00' FIRM <br /> (407) 426-7979 DRAWN BY: DSB PLOT PLAN 09-19-19 KJW WHWAMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE <br />
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