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20-1195
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20-1195
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Last modified
6/1/2022 2:41:35 PM
Creation date
6/1/2022 9:01:32 AM
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Building Department
Company Name
DR HORTON
Building Department - Doc Type
Permit
Permit #
20-1195
Building Department - Name
DR HORTON
Address
7904 BROAD POINTE DR
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PL <br /> AN <br /> DESCRIPTION:(AS;FURNISHED) <br /> LOT 18, BLOCK 8, 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 /> Pct <br /> LOT 17 <br /> BLOCK 8 <br /> lbl7 <br /> I S89*25'08"E 114.141 <br /> V D&AE az <br /> :3 59.'r b 1" 30' <br /> 59.Br c� w GRAPHIC 1;&L& <br /> c <br /> R Ix <br /> < 15 30 <br /> J. to 0 <br /> 0 cd -H 2 <br /> I-- w COVERED PROPOSED DoIz OW3IL <br /> CAU <br /> TRY 4EBB-D m z c 9� <br /> ff FINISHED FLOOR o 0 0) 0 <br /> 25.5- ELEVATION-09.70' <br /> 4.r 8.0* l _5_j g 04 < <br /> ED <br /> LL 0) <br /> b b <br /> 0 CIL <br /> < w 51.'r 0 <br /> C) C3 e .. 25.5� --291.0.. 0 a. <br /> X A <br /> w 9 z I i- ;<-== 5'D&AE C4 <br /> IV <br /> 25.00, N89-25-08-W 11 4.21'\� <br /> z <br /> TRACT "PS" <br /> PRIVATE PUMP STATION <br /> P11 <br /> ON LOT CALCULATIONS <br /> LOT = 5,709 SQ. Fr. <br /> LIVING AREA = 1,828 SO. Fr. <br /> GARAGE = 430. SQ. <br /> FT. <br /> ENTRY = 16 so. FT. <br /> LANAI = 88 SQ. Fr. <br /> PATIO = 0 SO. Fr. <br /> DRIVEWAY = 408 SO. FT. <br /> A/C PAD = 12 SO. Fr. <br /> WALKWAY - 28 SO. FT. <br /> PREPARED FOR: IMPERVIOUS = 49X <br /> = 2810 SQ. Fr. <br /> SOD - 2,899 SQ. FT. <br /> OFF LOT CALCULATIONS <br /> RIGHT OF WAY = 650 SO. FT. <br /> DRIVE APRON = 152 SO. FT. <br /> PUBLIC S/W = 250 SO. Fr. <br /> BUILDING SETBACKS SOD = 248 SO. FT. <br /> FRONT- 20: TOTALS <br /> GARAGE: 25 AREA = 6.359 SO. FT. <br /> REAR: 15' DRIVEWAY = 560 SO. Fr. <br /> S SIDE <br /> 5- SIDEWALK - 278 SO. Fr. <br /> S <br /> DE STREET: 15' SOD = 3,147 SQ. Fr. <br /> NOTES: <br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE <br /> BASED ON THE APPROVED ENGINEERING PLANS <br /> PREPARED BY HAMILTON ENGINEERING & <br /> SURVEYING INC.. LEGEND: <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 BUILDING SETBACK LINE PI POINT OF INTERSECTION <br /> DATUM. PC POINT OF CURVATURE <br /> 3. FOR ALL LOTS WHERE SIDE-YARD CENTERUNE PT POINT OF TANGENCY <br /> SETBACKS ARE LESS THAN 7.50 FEET, A RIGHT OF WAY LINE RIP RADIUS POINT <br /> PRC POINT OF REVERSE CURVATURE <br /> MINIMUM 5.00 FOOT WIDE DRAINAGE AND PROPOSED ELEVATION PCP PERMANENT CONTROL POINT <br /> ACCESS EASEMENT IS REQUIRED PER PASCO TYP TYPICAL <br /> COUNTY LAND DEVELOPMENT CODE. PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> (P) PER PLAT <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE (C) CALCULATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/C PB PLAT BOOK <br /> S AIR CONDITIONER PGS PAGES <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR S/W SIDEWALK SO.Fr. SQUARE FEET <br /> OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING (A) PER AFFIDAVIT F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY F.I.R.M. FLOOD INSURANCE RATE MAP <br /> Ik <br /> NAVD NORTH AMERICAN VERTICAL DATUM <br /> CONSTRUCTION. D&AE DRAINAGE&ACCESS EASEMENT(PUBLIC) <br /> THIS IS NOT A SURVEY DE DRAINAGE EASEMENT(PUBLIC) <br /> LIE UTILITY EASEMENT(PUBLIC) <br /> THIS IS A PLOT PLAN ONLY W&LE WALL&LANDSCAPE EASENT(PRIVATE) <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EKAMINED THE F.I.P.M.MAP NO.1210100293F, 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> DATED 09/26./2014,AND FOUND THE SUBJECT PROPERTY APPEARS TO LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> CHANCE <br /> ZONE X* AREAS DE70MINED TO BE OUTSIDE THE 0.2X ANNUAL <br /> CHANCE FLOOOPUN PER LOMR CASE NO.20-04-2472A DATED OF-WAY, RESTRICTIONS OF RECORD WHICH <br /> 05-1+-202 K THE ABOVE MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> INFORMATION. <br /> SURVEYOR MAKES NO GUARANTEES AS TO <br /> PLEASE CONTACT THE LOCAL F.E.M.A.AGENT FOR <br /> 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 BROAD A!5hA 3. NOT VALID WITHOUT THE AUTHENTIC <br /> POINTE DRIVE BEING NOO'21V52"E,PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> MF= F:;,, I C,—.4M, ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> REVISED: <br /> (FIELD DATE:) SURVEYOR AND MAPPER. <br /> SU F,'\/I—=N**'I "C3x' Digitally signed byJames%V Boleman <br /> N <br /> c__USst=FIoridaI--0rIando, <br /> Sc MAPPING INC. Ak;%SCALE. 1" 30 FEET DNAMERICAN SURVEYING& <br /> JB 0 MAPPING.INC,m=jamesW <br /> APPROVED BY., <br /> Boleman. <br /> CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 .,em�il=Jbolman@asmmrporate.com FOR <br /> JOB NO.' 190901 LOT 18. BLOCK 8 3191 MAGUIRE BOULEVARD. SUITE:200 Date:2020.10.1910-32.33-"W THE <br /> ORLANDO. FLORIDA 32803 Adobe A—b.t-mi.n:11.023 FIRM <br /> A�407) 426-7979 DATE <br /> PLOT PLAN 10/1512020 JG WWW.AMERIC <br /> DRAWN BY. DSB SURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 648 <br /> I <br />
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