My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
19-20785
Zephyrhills
>
Building Department
>
Permits
>
2019
>
19-20785
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/14/2020 9:31:43 AM
Creation date
1/14/2020 9:31:41 AM
Metadata
Fields
Template:
Building Department
Company Name
SILVERADO
Building Department - Doc Type
Permit
Permit #
19-20785
Building Department - Name
DR HORTON INC
Address
6835 WAGON TRAIL ST
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
30
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 7, BLOCK 12, SILVERADO RANCH SUBDIVISION PHASES 7, 98, 11A & 11B <br /> NOT YET RECORDED IN PLAT BOOK ----, PAGE(S) ----, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> ON LOT CALCULATIONS <br /> LOT = 7,495 SO. FT. <br /> LIVING AREA = 1.828 SQ. FT. <br /> Curve Table GARAGE = 430 SQ. FT. <br /> Curve/ Length I Rodlue I Delta I Chord Bearing I Chard ENTRY = 18 SO. FT. <br /> LANAI = 88 SQ. FT. <br /> C1 55.92' 200.00' 16T01'13' S2421.31'W 55.74' PATIO = 0 SO. FT. <br /> DRIVEWAY = 419 SQ. FT. <br /> Una Table A/C PAD = 12 SO. FT. <br /> WALKWAY = 28 SQ. FT. <br /> Line; Direction Length IMPERVIOUS = 38% v <br /> L1 S1620.55-W 22.25' = 2621 SQ. FT. <br /> SOD = 4,674 SO. FT. <br /> OFF LOT CALCULATIONS <br /> RIGHT OF WAY = 1452 SQ. FT. _ <br /> DRIVE APRON = 228 SO. FT. 1" = 30' <br /> MCp <br /> PUBLIC S/W = 396 SQ. FT. - MPUj SCE <br /> SOD = 828 SQ. FT. 0 15 30 <br /> TOTALS <br /> AREA = 8,947 SQ. FT. <br /> 1 DRIVEWAY = 647 SO. FT. <br /> ' SIDEWALK = 424 SO. FT. <br /> SOD = 5,502 SO. FT. <br /> LOT BC <br /> 8 <br /> .oC3, ck 12 <br /> A.2Q r�/ PT <br /> G <br /> Al <br /> Cj <br /> 30 00''W / 2 <br /> Inly <br /> is <br /> LNit m <br /> 3 <br /> •' \ Se '�' / o PC O <br /> rA <br /> 40 <br /> 4On s S 19 /_1`" o <br /> PREPARED FOR: <br /> 'tV' 102•96 / <br /> BUILDING SETBACKS <br /> FRONT: '15 <br /> REAR: 15' <br /> SIDE: 5' (50' LOTS) / <br /> 7.5' (55' do 60' WIDTH LOTS) / <br /> SIDE STREET: 15' <br /> NOTES: <br /> 1. ELEVATIONS SHOWN ARE PER LOT GRADING <br /> PLANS PROVIDED BY THE CLIENT. LEGEND: <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 <br /> DATUM. —•—•— BUILDING SETBACK LINE. PI POINT OF INTERSECTION <br /> 3. FOR ALL LOTS WHERE SIDE SETBACKS ARE PC POINT OF CURVATURE <br /> LESS THAN 7.5', A MINIMUM 5' WIDE ——— CENTERLINE PT POINT OF TANGENCY <br /> DRAINAGE AND ACCESS EASEMENT WILL BE ———— RIGHT OF WAY LINE RP RADIUS POINT <br /> PRC POINT OF REVERSE CURVATURE <br /> LOCATED ON ALL SIDE LOT LINES PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE <br /> TYP TYPICAL <br /> PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES 0 CONCRETE (P) PERCAL PLAT <br /> ED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (C <br /> THE PROPOSED HOUSE. REFER TO HOUSE'PLAN AND A/C AIR CONDITIONER PBPGS PAGES UT BOOK <br /> PLAT <br /> OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK S/W SIDEWALK SO. FT. SOUARE FEET <br /> LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> AND IS FOR INFORMATIONAL PURPOSES ONLY. F.I.R.M. FLOOD INSURANCE RATE MAP <br /> NAVD NORTH AMERICAN VERTICAL DATUM <br /> THIS IS NOT A SURVEY NGVD NATIONAL GEODETIC VERTICAL DATUM <br /> D&UE DRAINAGE do UTILITY EASEMENT <br /> THIS IS A PLOT PLAN ONLY POE PRIVATE DRAINAGE EASEMENT <br /> PUE PUBLIC UTILITY EASEMENT - <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EXAMINED THE R.R.M. MAP NO. 12101CO288F; 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> DATED SEPTEMBER 26,2014,AND FOUND THE SUBJECT PROPERTY - ND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> LA <br /> APPEARS TO UE IN ZONE"X', AREAS DETERMINED TO BE OUTSIDE THE - LOF <br /> A WAY, RESTRICTIONS OF RECORD WHICH <br /> 0.2%ANNUAL CHANCE FLOODPLAIN. THE SURVEYOR MAKES NO, MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> GUARANTEES AS TO THE'ABOVE INFORMATION. PLEASE CONTACT THE <br /> LOCAL F.E.M.A. AGENT FOR VERIFICATION. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> BEARING BASIS: <br /> LOCATED EXCEPT AS SHOWN. <br /> BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF WAGON Ahft 3. NOT VALID WITHOUT THE AUTHENTIC <br /> TRAIL STREET BEING N1620'55'E, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> ELECTRONIC A M E FR I C A N SURVEYOR ANDAL OF A MA PER.�ORIDA LICENSED <br /> (FIELD DATE:) REVISED: - <br /> 401200#11 Digitally signed by Jim Boleman <br /> U FR V E Y I N G S LLIM(+� <br /> SCALE: 1" 30 FEET _ �5��•��H.o, DN:cn=Jim Boleman, <br /> 8cM A P P I N G INC. $'' �^'�S` o=American Surveying& <br /> APPROVED BY: `� �V ''S°"1�• _Mapping,ou, <br /> CERTIFICATION OF AUTHORIZATION NUMBER LBS6393 mOF a email=lboleman@asmco orate. <br /> 180820 LOT 7, 3191 MAGUIRE BOULEVARD, SUITE 200 ?.......•;:ac FOR <br /> JOB NO. BLOCK 12 ORLANDO, FLORIDA 32803 n�,��� com,c=US THE <br /> meunm 428-7979 m� - Date:2018.1030 0833:48-04'00'FIRM <br /> DRAWN BY: OSB WWW.AMERICANSURVEYIN ANDMAPPING.COM JAMES. W. BOLEMAN PSM 6485 DATE <br /> PLOT PLAN 10 29 18 RMB 1�' <br />
The URL can be used to link to this page
Your browser does not support the video tag.