HomeMy WebLinkAbout23-682011 26 21 0010 21300 0010
Name: MICHAEL J TRUST SWEENEY
MICHAEL J TRUSTEE SWEENEY
Address: 5053 17Th Street
ZEPHYRHILI FLORIDA 33542
ill
DW CONCRETE 23 FT X 12 FT
Driveway Fee
# I 151MINE
-fit R-006820-2023
Issue Date: 09/06/2023
Permit Type: Building General (Residential)
Class of Work: Driveway
Building Valuation:
Electrical Valuation:
Mechanical Valuation:
Plumbing Valuation:
Total Valuation: $0.00
Total Fees: $45.00
Amount Paid: $45.00
Date Paid: 9/6/2023 1:28:26PM
$45.00
5053 17Th Street
Contractor: MICHAEL J TRUST
SWEENEY MICHAEL J TRUSTEE
SWEENEY t""I
k
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
0 0 0 0 T AM a - 2 * 1174,TiM.
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
ala�ii►6 *rl
PEIMIT OFFICE[)
IVITHOUT APPROVED INSPECTION
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FC972TIT.-
I
PERMIT APPLICATION
il: iO
DRIVEWAY PERMIT APP'+A.O>
CONSTRUCTION MRIGHT-OF-WAY
All information Mug be filled -in completely
City of Zephyrhills
Street,.e
Telephone 813.781 ! Fax 813.780.0005
SITE:
PROPERTY OWNER
-'PROJECT/JOB
Address:
r
CONTRACTOR:
Name:
Contractor's License #: -Mail: v
Phone: Cell Fax:
ARCHITECT/ ENGINEER:
Name: Firm Name:
Address: City: State: dip:
State License #: Phone: Cell: Fax:
t
TYPE OF DRIVEWAY LENGTH OF DRIVEWAY CULVERTS NEEDED
RESIDENTIAL DRIVEWAY ZaLWIDTH OF DRIVEWAY ( } REINFORCED CONCRETE
COMMERCIAL DRIVEWAY . EKC&VAIION CORRUGATED MATERIAL
PUBLIC ACCESS DRIVEWAY DEPTH LINEAR FEET { } BOX CULVERT
( ) OTHER (EXPLAIN) -
CONSTRUCTION ILIA ERIAL CUR CUT RLQ IRED
ASPHALT YES NO
CONCRETE
FIE ALL E I ? YES NO
will be required.
UTILITIES LOCATE CONFIRMATION NUMBER:
PROVIDE SKETCH IN THIS AREA, IF ADDITIONAL SPACE IS REQUIRED, ATTACH TO THIS
APPLICATION.
AFFIDAVIT: Application is hereby made to obtain a permit to do work and installations as indicated, I certify that all foregoing
information is accurate and that all work will comply with all applicable codes. I understand these codes shall take precedence over all
approved construction documents, and issuance of this permit is verification that I will notify the property owner of Florida Lien Law
req.,
The issuance of this permit does not ensure compliance with deed restrictions and I understand that additional deed
restrictions may apply to this property.
Standards (if applicable). (Public Works Design Manual online link: www.ci.zephyrhills.fl.us/public—works.asp)
APPLICATION IS VOID UNLESS SIGNED WITH PROPER IDENTIFICATION AND WITNESSED BY A PERMIT
TECHNICIAN OR NOTARY PUBLIC.
NOTE: The City of Zephyrhills is not responsible for maintenance or repairs of driveways. Driveways shall not alter
interfere with existing stormwater treatment and / or conveyance.
PROPERTY OWNQS!,: By signing this application: I certify that I
statement. JlfO (please initial)
-- 7
Applicant Print Name " "Hicant �igtfarure'
Permit Technician Signature (or) Notary Signature
Applicant is ( ) personally known to me or produced
zm��M
'3
Date
Lom
zmram
Concrete (min. 6'°
Y
A
Asphalt Base (min. 6'�
Y
N
Asphalt (min. 11/2'}
Y
N
Length (min. 19`}
Y N
Width (10' min — 20' max)
Y
N
Existing sidewalk.
y
New sidewalk.
y
ADA compliant.
Y
N
Expansion material required.
Y,
N
Contiguous parking pad.
Y
N'
Triangular flare (3W x 71)
N
Visibility triangle o.k.2Y
e N
Side set back (T min. R.O.W.)
Y
N
Plan Review Fee
C-
Permit application approved by: A Date:
Boundary Survey
Client: MIKE SWEENEY
Work Order Number: 2007-18
Date of Survey: Dec. 5, 2007
Ordered by: Mike Sweeney
N.W. CORNER
BLOCK 213
LEGAL DESCRIPTION:
Lots 1 and 2, Block 213, CITY OF
ZEPHYRHILLS, os recorded in Plot
Book 1, Page 54, Public Records
of Pasco County, Florida.
PREPARED BY:
DAVID G. ARMSTRONG
PROFESSIONAL LAND SURVEYOR
7251 16TH STREET
ZEPHYRHILLS, FL, 33540
(813) 782-0245
Darmstr@cjol.com
U. P.
ST
— 60' R/WAY
U. P.
O
74.2
SURVEYORS NOTES:
1. No underground installations or improvements have been
located except as noted.
2. No instruments of record reflecting easements, rights of
way, and/or ownership were furnished this surveyor except
as shown.
1 This survey was prepared without the benefit of a title
search.
4. Legal description from Pasco County Propery Appraisers Website.
S.E. CORNER
BLOCK 203
tk
I
I
_AVE_N_UE_ _
— 20' PAVED
OU.P.
of
140.00''R)(M)
ONE STORY
MASONRY STRUT
#5053
5.:)O� 5�0
C"1N
140.00'(R)
139. 91 '(N!)
o
D W.M 5�R
19.5'
FURE „19•9' 1
IF ---
FRAMED
ENCLOSUF
6 24.0'
c6
BALK; i�J`
NC
`N o
. �
N SLAB
�E C
N °r, gg.
L�
F7
7/
O un
O '—
S.E. CORNER
BLOCK 213
k .a
1
60.60'
• 26 So..
PASCO COUNTY, FLORIDA
SCALE: 1 " = 30'
IN OR fm "MEMO"
0' 30' 60'
N.W. CORNER
BLOCK 214
Legend
P.O.C.
Point of Commencement
T.O.B.
Top of Bank
P.C.P.
Permanent Control Point
T.O.S.
Toe of Slope
i R.M.
Permanent Reference Monument
CONC.
Concrete
P.O.B.
Point of Beginning
ASPH.
Asphalt
F.O.L.
Point on Line
MAS.
Masonry
F.I.R.
Found Iran Rod
FR.
Frame
F.I.P.
Found Iron Pipe
S.P.
Screened Porch
F.C.M.
Found Concrete Monument
C.P.
Carport
F.N&D.
Found Nail & Disc
C.L.F.
Chain Link Fence
I.R.
Set 1/2" Iron Rod (PLS 4970)
W.F.
Wire Fence
SA&D.
Set Nail & Disk (PLS 4970)
WD.F.
Wood Fence
Per Legal Description or Record Plat
OHL
Overhead Utility Line
;C
Calculated
U.P.
Utility Pole
IM
Field Measured
E.P
Edge of Pavement
8 D
Proportioned Section Breakdown
SEC.
Section
k.=
Radius
" R/WAY
Right —of —Way
CD.=
Chord Distance
M.H.
Manufactured Home
CB.=
Chord Bearing
ZHCCL
Zephyrhills Colony Company Lands
P.C.S.C.
Pasco County Section Corner
Plot Book __, Page —_
Centerline
_
The property described hereon was surveyed under my
direction and supervision, the sketch hereon is a true and
accurate representation of the some and this survey meets the
Minimum Technical Standards set forth by the Florida Board of
Professional Land Surveyors in Chapter 61G17-6 Florida Administrative
Code pursuant to Section 472.027, Florida Statutes.
Not valid without the signature and the
1 original raised seal of a Florida Licensed
Surveyor and Mapper
David G. Armstrong, PLS
r
/Z 25 2ao
Florida S eyor's Regist' anon No. 4970