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19-22102
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19-22102
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Last modified
2/17/2021 9:49:52 AM
Creation date
2/17/2021 9:49:51 AM
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Building Department
Company Name
ZEPHYR LAKES
Building Department - Doc Type
Permit
Permit #
19-22102
Building Department - Name
DR HORTON INC
Address
8023 SAIL CLOVER LN
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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 4, BLOCK 7, 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 /> \ TRACT "D" <br /> PRIVATE LANDSCAPE <br /> \ _ — AREA <br /> z <br /> \\\ �p'�\o� LOT 3 <br /> m o 1" = 30' <br /> t6 BLOCK 7 GRAPHIC SCALE <br /> pa ,� \ ��\ �' % 0 15 30 <br /> APPROXIMATE <br /> fp.' `� `. G0 �• \as. \ DELINEATION LINE <br /> i•S• •y \ ¢r \ , SCALED FROM FEMA MAP. <br /> 89.1 (TYPICAL) <br /> 10 <br /> 0. <br /> \`ra \\ FL OE ZONE <br /> 0. O�p�, ;.!0 •o.,•� \ <br /> p� •F �¢ m.:%: <br /> 00 <br /> 4. <br /> PCc <br /> P `G CENTERLINE OF <br /> Curve Table \\/ RIGHT OF WAY <br /> i <br /> Curve/ Length Radius Delta Chord Bearing Chord � ••` <br /> C1 4211' 11250' 2126'3B' S51'OB'55'W 41.86' \ .i•:,,. �` 6ti y�Py <br /> L�C2 116.31' 87.50' 77'28'13' S49'47'57'W 109.50' // m aQ �pVS, <br /> C3 40.72' B7.50' 26'39'49' S7512'09'W 40.35' / / •(ELQ�dp(�wl <br /> C4 77.59' 87.50' 50'48'24' S36'28'03'W 75.07' APPROXIMATE <br /> DELINEATION LINE ✓\ <br /> SCALED FROM FEMA MAP. <br /> PREPARED FOR:,� (TYPICAL) <br /> D.RL-HURRIV� PR <br /> C/� <br /> '611e lcas �la��` ///�\\ <br /> ol ' LEGEND: <br /> — BUILDING SETBACK LINE <br /> BUILDING SETBACKS - CENTERLINE <br /> ON LOT CALCULATIONS __ _ <br /> FRONT: 20' LOT = 8,634 SQ. FT. RIGHT OF WAY LINE <br /> GARAGE: 25' LIVING AREA = 2,034 SQ. FT. PROPOSED ELEVATION <br /> REAR: 15, GARAGE = 458 SQ. FT. PROPOSED DRAINAGE FLOW <br /> SIDE: 5' ENTRY = 28 SQ. FT. <br /> SIDE STREET: 15' LANAI = 218 SQ. FT. CONCRETE <br /> ENTRY SLAB = 23 SQ. FT. A/C AIR CONDITIONER <br /> NOTES: DRIVEWAY = 0 SQ. FT. S/W SIDEWALK <br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE A/C PAD = 12 SQ. FT. PI POINT OF INTERSECTION <br /> BASED ON THE APPROVED ENGINEERING PLANS WALKWAY = 0 SQ. FT. PC POINT OF CURVATURE <br /> PREPARED BY HAMILTON ENGINEERING & IMPERVIOUS = 32% PT POINT OF TANGENCY <br /> SURVEYING INC.. = 2773 SQ. FT. FCC POINT OF COMPLEX CURVE <br /> SOD = 5,861 SQ. FT. PRC POINT OF REVERSE CURVATURE <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 PCP PERMANENT CONTROL POINT <br /> DATUM. OFF LOT CALCULATIONS TYP TYPICAL <br /> RIGHT OF WAY = 478 SQ. FT. CS CONCRETE SLAB <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES DRIVE APRON = 0 SQ. FT, (P) PER PLAT <br /> CALCULATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PUBLIC S/W = 206 SQ. FT. (c PLAT BOOK <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR SOD = 272 SQ. FT. PGS PAGES <br /> OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING TOTALS SQ. FT..SQUARE FEET <br /> DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY AREA = 9,112 SQ. FT. F.E M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> CONSTRUCTION. NCE RATE MAP <br /> DRIVEWAY = 0 SQ. FT. NAVD NORTH IAMERICAN VERTICAL DATUM <br /> THIS IS NOT A SURVEY SIDEWALK = 206 SQ. FT. D&UE DRAINAGE&UTILITY EASEMENTDE DRAINAGE EASEMENT(PUBLIC) <br /> THIS IS A PLOT PLAN ONLY SOD = 6,133 SQ. FT. UE UTILITY EASEMENT D&AE DRAINAGE&ACCESS UEASE)MENT <br /> FLOOD NOTE: I HAVE EXAMINED THE F.I.R.M.MAP NO.12101CO293F, SURVEYOR NOTES: <br /> DATED D9/26/2014,AND FOUND THE SUBJECT PROPERTY APPEARS TO UE 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> PARTIALLY IN ZONE'X&AE'.ZONE'X', AREAS DETERMINED TO BE LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> AREEAAS DE ERMINED TTONBE SPECIAL FLOOCE D HAZZARDZAARREAS S DENOTES <br /> TO OF WAY, RESTRICTIONS OF RECORD WHICH <br /> INUNDATION BY THE IX ANNUAL CHANCE FLOOD EVENT, BASE FLOOD MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> ELEVATIONS DETERMINED TO BE 85.1',THE SURVEYOR MAKES NO <br /> GUARANTEES AS To THE ABOVE INFORMATION.PLEASE CONTACT THE LOCAL2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> F.E.M.A.AGENT FOR VERIFICATION. LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: <br /> 3. NOT VALID WITHOUT THE AUTHENTIC <br /> BEARINGS SHOWN HEREON ARE BASED ON THE NORTHEASTERLY LINE ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> OF LOT 4, BLOCK 7 BEING N28'o7'46'W,PER PLAT. A M E R 1 CA N SELECTRONIC URVEYOR ASEALND M OF R FLORIDA LICENSED <br /> (FIELD DATE:) REVISED:SCALE: 1'= 30 FEET S U RV ICY 1 N G unu j Digitally signed hyJames W.Boleman <br /> Se MAPPING INC. `'o•`x�.:e DN:—an1 W.Boleman, <br /> °':°` =American surveying&Mapping, <br /> APPROVED BY: JB s'"sIOc.,Oo=HB, <br /> CERTIFICATION AUTHORIZATION NUMBER LB7}6393 s a email (Boleman@asmcorporate.com FOR <br /> 190901 LOT 4, BLOCK 7 3191 MAGUIRE BOULEVARD, SUITE 200 `%�;j�"':�:•;(�° '"",c=us�= .ME <br /> ^•+°'' Date:7019.092411:4493.04'DD' <br /> JOB No. ORIANDO, FLORIDA 32803 FIRM <br /> (407) 426-7979 DRAWN BY: JMH PLOT PLAN 09-20-19 JMH WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 5485 DATE <br />
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