My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
20-1066
Zephyrhills
>
Building Department
>
Permits
>
2020
>
20-1066
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/27/2022 7:23:01 AM
Creation date
5/27/2022 7:22:59 AM
Metadata
Fields
Template:
Building Department
Company Name
DR HORTON
Building Department - Doc Type
Permit
Permit #
20-1066
Building Department - Name
DR HORTON
Address
7941 BROAD POINTE DR
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
11
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 , PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 12, BLOCK 15, ZEPHYR LAKES SUBDIVISION PHASE 2D <br /> ` AS RECORDED IN PLAT BOOK 82, PAGE(S) 62-64, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> ON LOT CALCULATIONS <br /> LOT = 5,750 SQ. FT. <br /> LIVING AREA = 1,672 SQ. FT. <br /> GARAGE — 432 SQ. FT. <br /> ENTRY = 38 SQ. FT. <br /> LANAI = 96 SQ FT. <br /> PATIO = 0 SQ. FT. <br /> DRIVEWAY = 408 SO. FT. <br /> A/C PAD — 12 SQ. FT. <br /> WALKWAY = 28 SQ. FT. <br /> IMPERVIOUS = 47% <br /> = 2686 S0. FT. <br /> SOD = 3,064 S0. FT. <br /> OFF LOT CALCULATIONS <br /> RIGHT OF WAY = 650 SO. FT. <br /> DRIVE APRON = 152 SO. FT. Z <br /> PUBLIC S/W — 250 SO. FT. 1" = 30' <br /> SOD = 248 SO. FT. GRAPHIC SCALE <br /> TOTALS <br /> AREA = 6.400 SQ. FT. 0 15 30 <br /> DRIVEWAY = 560 SQ. FT. <br /> SIDEWALK = 278 SO. FT. <br /> SOD = 3,312 SO. FT. Pc� <br /> m <br /> LOT 11 I �I <br /> BLOCK 15 I <br /> 589�00�E S89'25'08"E 115. I0 <br /> Q D n <br /> .;j—x 318' —'- - - - 25.5O I. -- --� WG¢ <br /> in 57.7' <br /> tdaz w < 5833' Q'Ozul <br /> M <br /> e <a17i�< <br /> U w U7* h e 1�q�j g7y �� . ;:n .:'r ",' .. �71xN�a <br /> �Z(w9m Nm LJJ Y� I tV 1` 1n�Oj ri Y S�ij _.:C•:',"'I rKOma <br /> _ p O m <br /> UazN¢Y U gg' 8 $ 7.0' I�` . m O�y m <br /> aOfrul 0 JGO�;z do' s _._. I- .. m a>IyNYO <br /> 0]C6m m Yf�' 7.0' Y' (ra.Y O <br /> aaWZa of o o Su I IO <br /> 31.6_ — <br /> a.. 25.5 E M. = <br /> 13 W N <br /> �> N89'25'08"W �1 115.00' �p , <br /> m to <br /> LOT 13 I 8 <br /> i <br /> BLOCK 15 I I <br /> PREPARED FOR: <br /> D-HI-HOWN"046, PI� <br /> BUILDING SETBACKS <br /> FRONT: 20' <br /> GARAGE: 25' <br /> REAR: 15' <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 /> PRC POINT OF REVERSE CURVATURE <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 PROPOSED ELEVATION PCP PERMANENT CONTROL POINT <br /> DATUM. TYP TYPICAL <br /> PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> PLAT <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ;ri;;i CONCRETE CAALLCULLATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/c AIR CONDITIONER lPB PLAT BOOK <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR PGS PAGES <br /> OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING S/9 SIDEWALK SO.FT. SQUARE FEET <br /> DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY F.EM.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> CONSTRUCTION. F.I.R,M. FLOOD INSURANCE RATE MAP <br /> .. _ _ NAVE) NORTH.AMERICAN VERTICAL DATUM <br /> DRAINAGE&UTILITY <br /> THIS IS NOT A SURVEY oe"E DRAINAGE EASEMENTEASEMENT <br /> THIS IS A PLOT PLAN ONLY UE UTILITY EASEMENT <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EXAMINED THE F.I.R.M. MAP NO.1210100293F,DATED 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> 09/2612014,AND FOUND THE SUBJECT PROPERTY APPEARS TO UE IN LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> ZONE Ar.DENOTES AREAS DETERMINED TO BE SPECIAL FLOOD HAZARD OF WAY, RESTRICTIONS OF RECORD WHICH <br /> AREAS SUBJECT TO INUNDATION BY THE 1%ANNUAL CHANCE FLOOD MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> EVENT,BASE FLOOD ELEVATIONS DETERMINED TO BE 85.1. THE SURVEYOR <br /> MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION.PLEASE 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: <br /> BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF BROAD L5 f" 3. NOT VALID WITHOUT THE AUTHENTIC <br /> POINTE DRIVE BEING SOD34'52"W,PER PLAT BOOK 80,PAGE 27. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> Jam+ ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> (FIELD DATE:) REVISED: AMEQRICAN{SUR SURVEYING SURVEYOR AND MAPPER. <br /> {iG HARPING a` � Dlgltally signed byhmes W Boleman <br /> SCALE: 1 — 30 FEET ! INC.• a;��:;',e DN:c=US,st=Flodda,l=0rlando, <br /> [94+ � 4` „-AMERICAN SURVEYING& <br /> APPROVED BY: JB MAPPING,INC,-James W <br /> Bleman, <br /> 200831 LOT 12,BLOCK • • ; •• �;,�:�."„'�$ ail=;Coleman@asmcorporate.com FOR <br /> JOB NO. 15 3191 Maguire Blvd,Suite 200,Odando,FL 32803 y,,,,✓,. Date:2020.09.0316.4432-04'00' THE <br /> Ilg,"a Adobe Acrobatversion:11.023 FIRM <br /> DSB <br /> a07-42Gi-7979 JAMES W. BOLEMAN PSM 6485 <br /> DRAWN BY: PLOT PLAN 09-02-20 JCM RmeTiC1t15uNe IR aOdma in .c0m # DALE <br />
The URL can be used to link to this page
Your browser does not support the video tag.