My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
19-20883
Zephyrhills
>
Building Department
>
Permits
>
2019
>
19-20883
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/14/2020 10:56:21 AM
Creation date
1/14/2020 10:56:21 AM
Metadata
Fields
Template:
Building Department
Company Name
SILVERADO
Building Department - Doc Type
Permit
Permit #
19-20883
Building Department - Name
DR HORTON LLC
Address
6881 WAGON TRAIL ST
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
12
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 11, BLOCK 12, SILVERADO RANCH SUBDIVISION PHASES 7, 9B, 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 = 6.002 SO. FT. <br /> LIVING AREA = 1.104 SQ. FT. <br /> GARAGE = 437 SQ. FT. <br /> ENTRY = 43 SQ. FT. <br /> LANAI = 0 S0. FT. Curve Table <br /> PATIO = 80 SQ. F. Curve{ Length Radius Delta Chord Bearing Chord <br /> DRIVEWAY = 389 S0. FT. <br /> A/C PAD — 12 SQ. FT. Ct 50.2r 185.00' 1727'04' S1015'07'W 50.08' <br /> WALKWAY = 29 SO. FT. C2 23.35' 25.00' 5330'12' N033W26'E 22.51' <br /> IMPERVIOUS = 35% a <br /> 2094 SO. FT. C3 101.52' 135.00• 4395'15' SIB52'49'W 99.15' <br /> SOD = 3,908 SO. FT. C4 57.38' 135.00' 2421'18' SO930'5O'W 56.95' <br /> OFF LOT CALCULATIONS Z <br /> RIGHT OF WAY = 792 SO. FT. C5 44.14 135.00' 18143.57- S31'0327'W 43.94' <br /> DRIVE APRON = 209 SQ. FT. 1" = 30' <br /> PUBLIC S/W = 247 SO. FT. P�HIC SCALD <br /> SOD = 336 SO. FT. 0 15 30 <br /> TOTALS <br /> AREA = 6.794 SQ. FT. <br /> DRIVEWAY = 598 SQ. F. <br /> SIDEWALK = 276 SQ. FT. <br /> SOD = 4,244 SQ. FT. <br /> kv PC ' <br /> LOT <br /> BLOCK 12 � <br /> (NON— / t3` <br /> o\ �o� , ---- 6_B.5_ S82 57'58r' <br /> N� ��. �• s s'D&AE E N 134.76 sBzsrsB•E Av <br /> v��� 'O \ oep 38.7' id — ---30.82' / <br /> L-- — <br /> �\ N ii W ^a�: 42.87' JO.4• / 3Q <br /> cd <br /> g 11j 1` IDqqo o I a toti <br /> C7 0 JO a z n o�'I 4' 4.' <br /> N m 8 0 z.0° 225, <br /> ti <br /> = ad <br /> z <br /> �< �b <br /> AD <br /> 4o.r .:::.::i`':, CC a`u <br /> i f4 os 1 5'D&AE iv _24.6 <br /> N82 57'58»w 1'-- o <br /> (NON—RADIAL) 117.10' I <br /> / LOT 10 �i'�6 I PT <br /> PREPARED FOR: BLOCK 12 I m <br /> f�a �`iul-'s�tst' er� 4� <br /> BUILDING SETBACKS <br /> FRONT: 22' <br /> REAR: 15' <br /> SIDE: 5' (50' LOTS) <br /> 7.5' (55' & 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. 3. FOR ALL LOTS WHERE SIDE SETBACKS _ PC POINT OF CURVATURE <br /> ARE 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 ;.,- CONCRETE PER PLATE <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (C PLAT LAD <br /> TE <br /> THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND A/C AIR CONDITIONER PGS PACES <br /> BOOK <br /> OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK S/W SIDEWALK SO. FT. SQUARE FEET <br /> LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT WCASB WETLAND CONSERVATION F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> AND IS FOR INFORMATIONAL PURPOSES ONLY. AREA SETBACK LINE F.I.R.M. FLOOD INSURANCE RATE MAP <br /> D&AE DRAINAGE&ACCESS EASEMENT NAVD NORTH AMERICAN VERTICAL DATUM <br /> THIS IS NOT A SURVEY NGVD NATIONAL GEODETIC VERTICAL DATUM <br /> DkUE DRAINAGE&UTILITY EASEMENT <br /> THIS IS A PLOT PLAN ONLY POE PRIVATE DRAINAGE EASEMENT <br /> PUE PUBLIC UTILITY EASEMENT <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> 1 HAVE EXAMINED THE F.I.R.M. MAP NO. 12101CD288F, 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> DATED SE'PTEMBER 26, 2014. AND FOUND THE SUBJECT PROPERTY LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> APPEARS TO LIE IN ZONE 4X%AREAS DETERMINED-TO BE OUTSIDE THE OF 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 CENTERUNE OF WAGON A5hA 3. NOT VALID WITHOUT THE AUTHENTIC <br /> TRAIL STREET BEING S0239'487W. PER PLAT ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> A M E FR I CAN ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> (FIELD DATE:) REVISED: SURVEYOR AND MAPPER. <br /> SU RV EY 1 N G Digitally signed by JamesW <br /> SCALE: 1' 30 FEET Q r'54 1 e@ Boteman <br /> CSC M A P P I N G INC. �` DN:'.e James W Bateman, <br /> APPROVED BY. <br /> `B V`un,. o=American Surveying& <br /> CERTIFICATION OF AUTHORIZATION NUMBER LB16393 <br /> 180820 LOT 11, 3191 MAGUIRE BOULEVARD, SUITE 2DO " 'e'" email=boteman@asmcor orate.THE <br /> JOB NO. BLOC(12 ORLANDO, FLORIDA 32803 ��'""'•''� om,c_US P THE <br /> (407) 426-7979 Date:zotB.n.n la:asos osroo'Fl� <br /> DRAWN BY. D5B PLOT PLAN 11 20 2018 JL WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE <br />
The URL can be used to link to this page
Your browser does not support the video tag.