My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
20-22256
Zephyrhills
>
Building Department
>
Permits
>
2020
>
20-22256
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/25/2021 10:50:22 AM
Creation date
3/25/2021 10:50:19 AM
Metadata
Fields
Template:
Building Department
Company Name
ZEPHYR LAKES
Building Department - Doc Type
Permit
Permit #
20-22256
Building Department - Name
DR HORTON INC
Address
8029 SAIL CLOVER LN
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
33
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
PLOT PLA <br /> DESCRIPTION:(AS FURNIS EE D) <br /> I I <br /> LOT 3, BLOCK 7, ZEPHYR LAKES SUBDIVISION HASES 1A, 2A, 2B, AND 4A <br /> AS RECORDED IN PLAT BOOK 80. PAGE(S) 37-48, OF THE PU LIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> TRACT "D" <br /> PRIVATE LANDSCAPE <br /> AREA <br /> N87*32'50"E 84.31' <br /> -4j A LOT 3 t 1 LOT 2 <br /> BLOCK 7 It BLOCK 7 <br /> (A <br /> DRAINAGE TYPE A L" 11 II 1 <br /> I I o <br /> AILT t ---Ir z <br /> 1" 30' <br /> L-,Q AJ /a GRAPHIC SCALL- <br /> as <br /> 0 15 30 <br /> LU <br /> rL,;j b <br /> 402"fcool.' <br /> S9.10 <br /> qw <br /> S�orw APPRO E <br /> DELI LINE <br /> LOT 4 ikovkplDl- A I's /—SCALED FROM, FEMA "AP. <br /> (TYPICAL) <br /> C` t!BLOCK 7 - I <br /> 1 FLOOD ZONE 'AE' <br /> EL-85,11 <br /> Ct <br /> 7ssf I <br /> jo <br /> P <br /> CZ/ <br /> IDAP-. <br /> vo <br /> IWO- \01 Curve Table <br /> Curve Length Radlue Delta Chard B-Ffng Chord <br /> 15PO uf o7.W 77128'13' S49'4757W 109-50' <br /> cl 111.,7 <br /> E <br /> C E2' — <br /> 2 40.72! 87.50' 26*39'49' S75'12'09'W 40-35' <br /> 9. <br /> PREPARED FOR: /24'ttr <br /> 03 -msw 87,50' 5W4V2e S367WO3*W 7&07*, <br /> 04 42 <br /> D-R-HURRINIffi, _11' llZ5W 21'2638' q72-MV32rW <br /> LEGEND: <br /> BUILDING SETBACK LINE <br /> BUILDING SETBACKS ON LOT CALCULATIONS CENTERLINE <br /> FRONT: 20: PRC� LOT = 8,600 SO. Fr. RIGHT OF WAY UNE <br /> GARAGE* 25 LIVING AREA = 1.828 SO. nxX.%� PROPOSED ELEVATION <br /> GARAGE = 430 SO. FT. <br /> REAR: 15' ENTRY - 18 SO. FT. PROPOSED DRAINAGE FLOW <br /> SIDE: V LANAI = 88 SO. FT. <br /> SIDE STREET: 15' PATIO = 0 SQ. FT. CONCRETE <br /> DRIVEWAY = 0 SQ. F7. A/C AIR CONDITIONER <br /> NOTES: A/C PAD e- 12 SO. FT. S/W SIDEWALK <br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE WALKWAY = 28 SO. F7. FT POINT OF INTERSECTION <br /> BASED ON THE APPROVED ENGINEERING PLANS IMPERVIOUS = 28% PC POINT OF CURVATURE <br /> PREPARED BY HAMILTON ENGINEERING & = 2402 SO. Fr. PT POINT OF TANGENCY <br /> NT <br /> SURVEYING INC.. SOD - 6,198 SO. FT, PCC POPRC POV OF COMPLEX CURVE <br /> OF REVERSE CURVATURE <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 OFF LOT CALCULATIONS PCP PERMANENT CONTROL POINT <br /> DATUM. RIGHT OF WAY = 478 SQ. FT. TYP TYPICAL <br /> CS <br /> DRIVE APRON = 0 SO. Fr. (P CONCRETE SLAB <br /> ) PER PLAT <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PUBLIC S/W = 206 SO. FT. (C) CALCULATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF SOD = 272 SO. Fr. ps PLAT BOOK <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR TOTALS POS PAGES <br /> OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING AREA = 9.Q78 SO. FT. SO. FT. SQUARE FEET <br /> F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY DRIVEWAY = 0 SO. Fr. F.LR.M. FLOOD INSURANCE RATE MAP <br /> CONSTRUCTION. SIDEWALK - 234 SQ. FT. NAVD NORTH AMERICAN VERTICAL DA11JM <br /> DRAINAGE&UTILITY EASEMENT <br /> THIS IS NOT A SURVEY SOD = 6,470 SO. FT. DED&UE DRAINAGE EASEMENT(PUBLIC) <br /> UE UTILITY EASEMENT(PUBLIC) <br /> THIS IS A PLOT PLAN ONLY . I D&AE DRAINAGE&ACCESS EASEMENT <br /> FLOOD NOTE: I HAVE EXAMINED THE F.I.R.M.MAP NO. 1210100293F, SURVEYOR NOTES: <br /> DATED 09/26/20K AND FOUND THE SUB,1ECT 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 /> OUTSIDEAREASDETIERMI THE 0.2XNED TO ANN H BE SPECIAL FLOOD <br /> UAL CHANCE FLOODPAZARDLAIN.ZAREAS SLIBJECT ONE'AC DENOTESTO OF WAY, RESTRICTIONS OF RECORD MH104 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 LOCAL 2. NO.UNDERGROUND IMPROVEMENTS HAVE BEEW <br /> REM.A. AQW FOR VERIFICATON, LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: 3. NOT VALID WITHOUT THE AUTHENTIC <br /> BEARINGS SHOWN HEREON ARE BASED ON THE SDUJHWESTERLY LINE A5M ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> OF LOT 3,BLOCK 7,som.Nworm"w PER PLAT. ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> REVISED: F—�-- FZ I C,'4 N SURVEYOR AND MAPPER. <br /> (FIELD DATE:) Digitally signed by James W. <br /> ,S U F:;,'\/IFF N"I I A C3, -0 Soleman <br /> SCALE 30 FErr <br /> a MAPPING NC. ON:cn=James W.Boleman, <br /> APPROVED BY., �-Anrmmfcam Surveying&Mapping. <br /> CERTIFICATION OF AUTHORIZATION NU BIER LB#6393 FOR <br /> 3191 MAGUIRE BOULEVARD, SU11I 200 THE <br /> 190901 LOT 3,BLOCK 7 OR M,C=US <br /> JOB NO. LANDO, FLORIDA 3280, iiim Date:2019,09.2411,42:58-"W FIRM <br /> (407)*26-7979 DATE <br /> FpmoT—z 09-19-19&AH <br /> DRAWN BY. DSB-jMH WWMAMERICANSURVEYINGANDMAP aING.COM JAMES W. BOLEMAN PSM# 6485:: I <br />
The URL can be used to link to this page
Your browser does not support the video tag.