DS-19-2913Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Permit NO.: DS-12-19-2913
Permit Type: Driveways/Sidewalks/Slabs
Work Classification: Addition/Alteration
Permit Status: Approved
Issue Date: 01/24/2020 Expiration: 07/22/2020
Location Address Parcel Number
1255 NE 95TH ST, Miami Shores, FL 33138 1132060144000
Contacts
BLAINE AND LORI WILLENBORG Owner
1255 NE 95 ST, MIAMI SHORES, FL 331382549
Other: 3057542604
SFL Contractor
ALEXIS JAVIER BADA
6331 SW 16 TER, Miami, FL 33155
Business: 7863568806 abada@soflalandscape.com
Description: REMOVE EXISTING ASPHALT DRIVEWAY AND Valuation: $ 17,000.00 Inspection Requests:
CORAL STONE WALKWAYS & REPLACE WITH CHICAGO BRICK
PAVERS TotalSq Feet: 1,350.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$10.20
Concrete/asphalt/pavers, slabs, dways,
$100.00
swalks
DBPR Fee
$2.25
DCA Fee
$2.00
Education Surcharge
$3.40
Planning and Zoning Review Fee
$35.00
Scanning Fee
$9.00
Technology Fee
$3.75
Total:
$215.60
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$215.60
Credit Card
01/24/2020 $165.60
Credit Card
12/10/2019 $50.00
Amount Due:
$0.00
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFAAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating cory6t/uction and zoning. Futhermore, I authorize the above named contractor to do the work stated.
f✓
ature: Owner
/ Applicant / Contractor / Agent
Date
January 24, 2020 Page 2 of 2
BUILDING
PE MIT APPLICATION
BUILDING ❑ ELECTRIC
C IVED
Miami Shores Village
E C 1 0 2019
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY.
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20
Master Permit No. s—i/ "i / b
Sub Permit No.
❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESStj
City: Miami Shores County: Miami Dade Zip: 3308
Folio/Parcel#: L,b b 2A e,3o , 136(*-Sq c �-3 �n s the Build d ng Historically Designated: Yes NO
Occupancy Type: 5r ` Load: Construction Type: Flood Zone: l: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): 611 Cw yit a"- Lpyl 01 11Qrl Phone#:.3e)5_j5 4 Z--(-Uq
Address:G
City: a-r+u � "Y--eS State: zip: 3313 t'�
Tenant/LesseeName: ^ i Phone#:
Email: LJ; 11 e l be)o Y� b&ILU l kh . (I-e-t CONTRACTOR: Company Name: Soo A LaftAs('LiAnA -Vic- Phone#:r -
- 06 ",351)— (980(D
Address:
City: n I - . State: Zip:
4CX3 315�
Qualifier Name: tIK Sq Phone#: ' o -ftL
State Certification or Registration #: C C� C IS 141165 Certificate of Competency #:
DESIGNER: Architect/Engineer:
hone#:
Address: City: State: Zip:
Value of Work for this Permit: $ %'7, 000 Square/Linear Footage of Work: !, 3 S`1 /
Type of Work: ❑ Addition Alteration ❑ New 0 Repair/Replace ❑ Demolition
Description of Work: V'e"\)c, ey-wr1) driu¢,Wa I 4 Cute WAy
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $
Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $
CCF $,
DBPR $
CO/CC $
Notary $
Double Fee $
Bond $ jW ' GO
TOTAL FEE NOW DUE $ ( C 5 - 60
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Sign atu re7? �`�'
OWNER or AGENT
The foregoing instrument was acknowledged before me this
I day of
Qec&Ibj!� 20 1� , by
�cri Ll;�lcn1>v�c who is personally known to
me or who has produced ZeA(-e/ as
identification and who did take an oath.
NOTARY PUBLI
Sign:_
Print:
GFOFFREY CHAN
Seal: ..
Atiny t;q;nMiSStCN t GG136185
R- S August 20, 2021
APPROVED BY
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
7— day of f 20 M , by
Aocff — who is personally known to
me or who has produced 4ee n P-e— as
identification and who did take an oath.
NOTARY PUBLI
Sign:_
Print:
, 85
Seal: =�•IAK,
�-,nn1,:�,��_,vN �;,u;
t, 1
"t Plans Examiner L Zoning
Structural Review
Clerk
(Revised02/24/2014)
G
C�l 0
1,55 NW 97 V SUITE 200
MIAMI, FLORIDA331
TELEPHONE.(305) 264-2660X `VII�1711rurujar
SURVEY No. 19 0001044-1
FAX: (305) 264-0229
LAND SURVEYORS
DRAWN BY: LG.
SHEET No. 2 OF 2
BOUNDARY SURVEY
SCALE = 1"= 20'
LOT
-14 LOT -13
LOT -12
BLOCK - 84 BLOCK - 84
BLOCK - 84
` N
5.89 ci
100.00, ALLEY(N.A.P.)
a
p
6.94
F.I.P314'
8935• •» it
NO CAP
90°24'
F.I,P314'
0.47'CL
W.M. - •
NO CAP
it CONC,:DR�VE•. ^ I
9?
0.45CL
6.1j 7.94 •.'. N
10. ' • . •
25.45' I 6.20
❑ "/—
AIC
1
6.30
x
7.37
IC•�—
N
LOT - 28
7.20
BLOCK - 84
24.90'
LOT - 31
�
BLOCK - 84
I L.TILE:.:.L, . ;
10.30' '�' i:, L_Lt.i..i.�7..:..
0.45'CL
TWO STORY -' '' I..
.25•
RES. Al16.60'
1zs5
6.60
n
0
M
LOT-29 I LOT -30
%�_
n
BLOCK - 84 e
BLOCK - 84
F.F.E -B.75'
I
15.30' 23.35'
0.13'CL
16
8 26.oI'
15.10' m
20.13'
I
N 7.20
40
90 2' 9"'
250i00*
" F.I.P 314
•. NO CAP
'..: •'-'S'CONC.SWK'•, 100.00'. ' • •:
•�
F.I.P
Jl4"'
' 1:.
' B
6.19
' PM -
NO
P
f L-NO.C'
t
-I
0
626 N.E. 95th. ST.
5,92 0
27' ASPHALT` to Fa-
PVMT. O
SURVEYORS NOTE:
- There may be Easements mcordod in the Public Records not shown on this Survey.
PEW CNQ�v�vti
bt%(,K
1755 NW 97TN AYE, SUITE 200 9-00�1044-�
TELEPHONE:
FL E: (30 Nova Surveyors, Inc. SURVEY NO
TELEPHONE: (705) 284-2880
FAX: 1305) 264-0229
DRAMWBY: LAND SURVEYORS SHEET NO 1 OF 2
SURVEY OF LOT 29&30, BLOCK 84, OF MIAMI SHORES SEC. 2. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10. PAGE
37. OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PROPERTY ADDRESS: 1255 NE 95 ST, MIAMI SHORES, FL 33138
FOR: BLAINE J. WILLENBORG & W LORI
LOCATION SKETCH Scale l"= NT.S.
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so �.I u So�_�f--. - —1 -- so' 69.e I 80
7 ►` s t � , 17 ,�i IsI la ,s •13 11 lo�� I a1[
1 8 '►I s
`-. sa C,x `r 8.a so I .1 P4.6 zo
spT 144.77 Arai
I o. 29
CVG
I
3
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1 OG..1 4
1 6J 2 co, s-rJ 2 - -
t1 t7 30 11 ,32. 21 ti 13t t1 IS t1r iT �t tY/ 3- Jl, 3i 33
N. E. '_t�5--t-h-.S• T
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zJ 11
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IT
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P(tOPE�Rry I ) SJ
ABBREVIATION AND MEANING
A = ARC
A/C • AIR CONDITIONER PAD
AE. = ANCHOR EASEMENT
A/R = ALUMINIUM ROOF
A/$ • ALUMINIUM SHED
ASPH.=ASPHALT
D.C. • BLOCK CORNER
D.C.R. • BROWARD COUNTY RECORDS
B.M. • BENCH MARK
B.O.B. • BASIS OF BEARINGS
C • CALCULATED
C.B. • CATCH BASIN
C.O.W. • CONCRETE BLOCK WALL
CH • CHORD
CH. B. • CHORD BEARING
CL • CLEAR
C.L.F. •CHAIN LINK FENCE
C.M.E. • CANAL MAINTENANCE
EASEMENTS
CONC. • CONCRETE
C.P. • CONCRETE PORCH
C.S. = CONCRETE SLAB
D.E. • DRAINAGE EASEMENT
O.M.E. + DRAINAGE MAINTENANCE
EASEMENTS
DRIVE = DRIVEWAY
ENCR.• ENCROACHMENT
E.T.P. + ELECTRIC TRANSFORMER PAD
F.F.E. = FINISHED FLOOR ELEVATION
F.H. • FIRE HYDRANT
F.IP. + FOUND IRON PIPE
F.I.R. • FOUND IRON ROD
VN, • FOUND NAIL
F.N.D. = FOUND NAIL 3 DISK
PNIP. = FEDERAL NATIONAL INSURANCE
PROGRAM
IN.BEG. = INGRESS AND EGRESS
EASEMENT
L.F.E. = LOWEST FLOOR ELEVATION
L.M.E. = LAKE MAINTENANCE EASEMENT
L.P. = LIGHT POLE
M. = MEASURED DISTANCE
W1= MANHOLE
NA. P. • NOT APART OF
NGVO = NATIONAL GEODETIC VERTICAL
DATUM
N.T.S.: NOT TO SCALE
O.H.L. = OVERHEAD UTILITY LINES
O R.B. = OFFICIAL RECORD BOOK
OIS = OFFSET
OVH.= OVERHANG
P.B. :PLAT BOOK
P.C. = POINT OF CURVE
P.C.C. = POIHT OF COMPOUND CURVE
PL. • PLANTER
P.L.S. • PROFESSIONAL LAND
SURVEYOR
P.O.B.. = POINT OF BEGINNING
P.O.C.. = POINT OF COMMENCEMENT
P.P. • POWER POLE
P.P.S.. = POOL PUMP SLAB
P.R.C. = POINT OF REVERSE CURVE
PRM • PERMANENT REFERENCE
MONUMENT
PT. + POINT OF TANGENCY
PVMT. - PAVEMENT
PINY - PARKWAY
R. - RECORD DISTANCE
LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY PSURVErk
RAD. • RADIUS OF RADIAL
AGE. = RANGE
R P. = RADIUS POINT
R.O.E. • ROOF OVERHANG
EASEMENT
Rfw = RIGHT-OF-WAY
SEC, -SEC TION
S.I.P. • SET IRON PIPE L.S. N6044
SWK. • SIDEWALK
T • TANGENT
TWP = TOWNSHIP
U.E. • UTILITY EASEMENT
U.P. = UTILITY POLE
W.M. • WATER METER
IN FL • WOOD ROOF
W S. -WOOD SHED
5 • ANGLE
a -CENTRAL ANGLE
4 -CENTER LINE
t • MONUMENT LINE
THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY
• EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY,
AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS
OR EASEMEN TS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY,
BOUNDARY SURVEY MEANS A DRAWING AND I OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN
- THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND I OR NOT TO SCALE,
EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN.
- THE TERM' ENCROACHMENT" MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS.
• ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE
- FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO
AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. Tf 113 FIRM HAS NOT ATTEMPTED TO LOCATE
FOOTING AND/OR FOUNDATIONS.
FENCE OWNERSHIP NOT DETERMINED.
- THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED.
- HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY,
- THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW, THE LOCAL F.E.M.A,
• AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED
LAND TO BE SITUATED IN ZONE: AE COMMUNITYIPANELISUFF IX: 120882 0306 L DATE OF FIRM: 0911112009
BASE FLOOD ELEVATION: 8 FT.
CERTIFIED TO: BLAINE J. WILLENBORG & W LORI
LEGEND TYPICAL
—OH- OVERHEAD UTILITY LINES
— C.8.S. = WALL fCBWI
-N--+. C.L.F.=CHAIN LINK FENCE
-O-O• I.F. • IRON FENCE
-� W.F. = WOOD FENCE
• 0.00 • EXISTING ELEVATIONS
SURVEYOR'S NOTES
3
1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED
MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE
PROPERTY, IF NOT, THEN BEARINGS ARE REFERRED TO
COUNTY, TOWNSHIP MAPS.
2) THIS IS A SPECIFIC PURPOSE SURVEY.
3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE
1:7500 FT,
4) IF SHOWN, ELEVATIONS ARE REFERRED TO
MIAMI-DADE COUNTY.
ALL ELEVATIONS SHOWN ARE REFERRED TO
NATIONAL GEOGRAPHIC VERTICAL DATUM OF 1929
MIAMI DADE COUNTY BENCH MARK NO. N-800
LOCATOR NO. 3250-SW
ELEVATION 9.34 FEET OF N,G.V.D. OF 1929
SURVEYOR'S CERTIFICATION
i HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY' OF
TI IE PROPERTY DESCRIBED HEREON, AS RECENTLY
SURVEYED AND DRAWN UNDER MY SUPERVISION,
COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS
AS SET FORTH BY THE FLORIDA BOARD OF
PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17.6.
FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472,027.
FLORIDA STATUTE$.
BY:
70 M-wm)
PROFESSIONAL LAND SURVEYOR NO. 2534
STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL
BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND
SURVEYOR).
REVISED ON:
REVISED ON:
N
.GE !B4
4 P6
NO.2534 W E
•;�.FLORtD�' pr SAP'
•.D .UP•�
SURVEYOR'S SEAL
S
1355 NW 97 A VS—UlTE— 200
fflAMI,—#LOJIIDA 33172
TELEPHONE: (305) 264-2660
SURVEY No. 19-0001044-1
FAX. (305) 264-0229
DRAWN BY., LG.
LAND SURVEYORS
SHEET No. 2 OF 2
BOUNDARY SURVEY
SCALE = 1 20'
LOT
- 14
LOT-13
LOT - 12
BLOCK-84
BLOCK-84
BLOCK-84
\—5—.89
100.00. ALLEY(N.A.P.)
-----------
RLP 3/4'
NO CAP
89*35.19
90-24'
F LP 3/4"
0.47'CL
WM
NO CAP
0.45CL
0
7.94..
,10-04-
25.45'
6.20
•
A/C
See
•
631
630
x
—7
A/C
*see* 0
LOT - 28
7.20
@of* 0
LOT :310 1
BLOCK - 84
24.9
jz,•
sso#*
BLOCK - 94
10.30'
T119 1.
• 00
0141-CL
TWO STORY I
. , 1 5
@goof 4
0
RES. # 1255
16-60' "0
6.80
: so" 4
LOT-30
LOT - 29 F"
Me
BLOCK-84
BLOCK-84
a0
4
F.F.E.-8,76
I
15.30-'- 23.35'
26.05'
0.13'CL.
c?
15.10.
1.3.
7.10
7.20
co
cl
14,
90 -,q
89'573I'll
4 6.01 250,
A
RLP 314"
NO CAP
B
._NO CAI6,15
NO Q
6
6.70
N.E. 95th.
ST.
5.92
Q,
Q,
/-0
27- ASPHALT OA
PVMT.
SURVEYOR'S NOTE:
'The- may be Casements r..d.d in the P.blio Records not aho— on this Survey.
PUBLIC WORKS REV
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