PW-17-2167Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Pe
mit
Permit NO. PW -8-17-2167
Permit Type: Public Works
Work Classification: Public Works
Permit Status: APPROVED
Issue Date. 8129/2017
Expiration: 11/27/2017
Parcel Number
Applicant
1208 NE 95 Street
Miami Shores, FL
1132060144100
Block: Lot:
PEDRO DE MELLO
Owner Information
Address
Phone
Cell
PEDRO DE MELLO
1208 NE 95 Street
MIAMI SHORES FL 33138-
(305)753-5504
1208 NE 95 Street
MIAMI SHORES FL 33138-
Contractor(s)
TECO PEOPLES GAS SYSTEM
Phone Cell Phone
(305)957-3857 (305)970-1783
Valuation:
Total Sq Feet:
$ 1,000.00
0
Scanning: 1
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$0.00
$0.00
$0.00
$0.20
$100.00
$3.00
$0.80
$104.00
Pay Date
Invoice #
08/28/2017
08/29/2017
Pay Type
PW -8-17-65003
Check #: 1592
Credit Card
Amt Paid Amt Due
$ 50.00 $ 54.00
$ 54.00 $ 0.00
Available Inspections:
Inspection Type:
Excavation
Review Public Works
Final Public Works
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 AFFIDAVIT: I certify that all the foregoing infor U n is accurte and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore, I authorize the above- a e9f safilra or to do the work stated.
Authorized Signature: Owner / Applicant / Agent
Building Department Copy
August 29, 2017
Date
August 29, 2017 1
BUILDING
PERMIT APPLICATION
i/liarni Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION UNE PHONE NUMBER: (305) 762-4949
Master Permit
Sub Permit
RECEIVED
AUG 282017
FBC 2014
No. l
No. ft) -1 i - )L - 3 '-2 8
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION El EXTENSION El RENEWAL
❑PLUMBING ❑ MECHANICAL •PUBLIC WORKS ❑ CHANGE OF n CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: '4)1 5)s." sS—
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO X
Occupancy Type:
Load: Construction Type:
Flood Zone: BFE:
FFE:
OWNER: Name (Fee Simple Titleholder): RIGHT OF WAY Phone#:
Address:
City: State: Zip:
Tenant/Lessee Name:
Email:
Phone#:
CONTRACTOR: Company Name: TECO PEOPLES GAS
Address: 5101 NW 21 AVE. STE. 460
Phone#: 954-453-0806
City: FT. LAUDERDALE
State: FL Zip: 33309
Qualifier Name: JESUS VEGA
Phone#: 954-453-0806
State Certification or Registration #: E1608 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address:
City: State: Zip:
Value of Work for this Permit: $ 1000 Square/Unear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Re air Re lace
p / p ID Demolition
Description of Work: PERMIT RE -NEW FOR A GAS SERVICE LINE
Specify color of color thru tile:
Submittal Fee $ Q O Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State
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.
Signature Signature
OWNER or AGENT
CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of , 20 . by 'Z 3 day of Qc.--d 20 by
, who is personally known to
me or who has produced as me or who has • roduced
identification and who did take an oath. identificati . n and who did take an oath.
o is personally known
NOTARY PUBLIC: NOTARY ' UBLIC:
Sign:
Print:
Seal:
0
as
Print:
Seal:
•********+fie************** k**********************R***************
APPROVED BY Plans Examiner
(Revised02/24(2014)
HUBERT NUNEZ
s* •' MY COMMISSION # GG 104234
4um
,•�^�. : EXPIRES: September 11, 2021
"1:::!;;:f;,`S:;. Bonded Thru Notary Public Underwriters
Zoning
Structural Review Clerk
Arlenis Silvera
From: Arlenis Silvera
Sent: Monday, May 01, 2017 1:07 PM
To: 'alfinch@tecoenergy.com'
Subject: PW -12-16-3428
Good Day,
Please be advise that Permit#: PW -12-16-3428 does not have a final inspection. Please advise when you are
ready for inspections.
Best Regards,
Arlenis Silvera
Permit Clerk Supervisor
Miami Shores Village
10050 NE 2 AVE
Miami Shores, FI 33138
305-795-2204
www.miamishoresvillage.com
1
• •••• • • • ••-
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• • •• •••• •• • ••
• • •• •• • •• •• •
• • ••• • • •
• • •••
J
200'
• •••
•• • •
• •• •
• •
• -
• •• •
-
• • •
• • -
• •• • ••
•
•• -
-
• •-
J J
/k Area Work
'
Work
SYMBOLS
MWork Area
■ Channelizing Device (See Index No. 600)
Work Zone Sign
Flagger
- Lane Identification '0 Direction of Traffic
■ ■ ■ ■
'/./)./)./7/7
/ Work Area /
• • • • •• j ••• ••
• • •
• • • • • • • • • •=4.•
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1
xvv .vu
P`�
i
( 1
200'
50'
200'
More Than
200'
GENERAL
1. Work operations shall be confined to one travel lane. leaving
the opposing travel lane open to traffic.
2. When vehicles in a parking zone block the line of sight to TCZ
signs or when TCZ signs encroach on a normal pedestrian
walkway, the signs shall be post mounted and located in
accordance with Index No. 17302.
3. 1I work area i5 confined to an outside auxiliary lane, the work
area shall be barricaded and the FLAGGER signs replaced by
ROAD WORK AHEAD signs. Flaggers are not required.
4. Flaggers shall be in sight of each other or in direct
communication at all times.
NOTES
5. The FLAGGER legend sign may be substituted for the symbol sign.
6 The maximum spacing between devices shall be no greater than 25.'
7. For general TCZ requirements and additional information, refer to
Index No. 600.
8. The two channelizing devices directly in front and directly at the
end of the work area may be omitted provided vehicles in the work
area have high-intensity rotating. flashing, oscillating, or strobe
lights operating.
9. Use Temporary Raised Rumble Strips in accordance with Index 603.
Placement of Rumble Strips and additional signs should begin at
FLAGGER sign location.
CONDITIONS
WHERE ANY VEHICLE, EQUIPMENT, WORKERS
OR THEIR ACTIVITIES ENCROACH ON THE
PAVEMENT REQUIRING THE CLOSURE OF ONE
TRAFFIC LANE, FOR WORK AREAS LESS THAN
200' DOWNSTREAM FROM AN INTERSECTION
FOR A PERIOD OF MORE THAN 60 MINUTES.
CONDITIONS
WHERE ANY VEHICLE, EOUIPMENT, WORKERS
OR THEIR ACTIVITIES ENCROACH ON THE
PAVEMENT REQUIRING THE CLOSURE OF ONE
TRAFFIC LANE, FOR WORK AREAS 200' OR
MORE DOWNSTREAM FROM AN INTERSECTION
FOR A PERIOD OF MORE THAN 60 MINUTES.
DURATION NOTES
1. ROAD WORK AHEAD sign may be omitted if all of (he following
conditions are met:
a. Work operations are 60 minutes or less.
b. Speed is 45 mph or less.
c. No sight obstructions to vehicles approaching the work area for
a distance of 600 feet.
d. Vehicles in the work area have high-intensity, rotating,
flashing, oscillating. or strobe lights operating.
e. Volume and complexity of the roadway has been considered.
LAST
REVISION
07/01/15
DESCRIPTION:
FD OT
2016
DESIGN STANDARDS
TWO-LANE, TWO-WAY, WORK NEAR IINTERSECTIION
INDEX
NO.
605
SHEET
NO.
1 of 1
•
•
•
•
•
•
•
•
• •
•
LOOCAITON MAP (N. T. S.
•
•
..••
•
7 .• •.•••
•
PALL EXISTING•UTIkIWI£S SHOWN •ON
•1-EZi•PLANS ARZ.TO BE ..• ;
CONSIDERED !EPRQXIMATE &
SHOULD BE VMTFaIED BY THE
CONTRACTOR PRIOR TO THE
START OF WORK OPERATIONS.
SOD RESTORATION DETAIL
SCALE: NOT TO SCALE
GENERAL NOTES
1. REPLACED BASE MATERIAL OVER DITCH SHALL BE TWICE THE
THICKNESS OF THE BASE, MIN. 8" AND MAX. 18"
2. BASE MATERIAL SHALL BE PLACED IN 6" MAX. (LOOSE MEASUREMENT)
LAYER AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO 98% OF
MAX. DENSITY PER AASHTO T-180
3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED
4. SURFACE MATERIAL SHALL BE CONSISTENT WITH SURROUNDING SURFACE
MATERIAL (1.5" MIN. THICKNESS)
5. BASE MATERIAL SHALL HAVE A MIN. LBR. OF 100 AND A MIN. CARBONATE
CONTENT OF 70% (60% FOR LOCAL STREETS)
6. CONTRACTOR SHALL SOFT DIG TO VERIFY LOCATION OF EXISTING UTILITIES
LEGEND
CENTER LINE
IN MONUMENT LINE
R/W RIGHT OF WAY
P/L PROPERTY LINE
E.O.P. EDGE OF PAVEMENT
T. T. TAPPING TEE
E.F.V. EXCESS FLOW VALVE
SVC. SERVICE LINE
PE. PLASTIC
STM. SEW. STORM SEWER
S
SCALE: 1"=20'
1Litt AVI.
90.00' TOTAL RAN
=IN Mal
5' CONC SIpE,WAL
R/W
€ 80'
•C]
28' ,CSPHAL
G TI INVC.' TO SAS
T/E.F.
Al
cr
—J
r
PROFILE CROSSING NE. 95th ST.
SCALE: (V) 1:5 (H) NTS.
83.25''R)
—
_ 83 29%M/
R/W BLOCK F.1. P. 3/4'
CORNER NO ID.
F.
NO /0
027'
9.90'
ON/PL^
ASPHALT
E.O.P.
EXIST. 2" PE.
GAS MAIN
2/' PARKWAY
---"d11Yimps —own on
ROP.3/a" PLASTIC
GAS SVC.TO BE
DIRECTIONAL BORED
EAST 100.00' (R&M) 8' 5' CONC. SIDEWAL
9.90'
ASPHAL T
DRIVEWAY
4CBS
WALL
17.50'
I_a CONC.
STONE
WALK
CPS
ALL
STEPS
LOT -/5
BLOCK - 85
5' CBS
WALL
0.27 1j-_
F./.P. E
NO /D. -5' WOOD FENCE
W.U.P.
I 1 \t4
CAUL h WEST ' h -LIMIT OF PLAT
1/45 NO ID.
o L 100.00' (R&M) 0 5' CHAIN LINK
c‘i / 17.9YI'
A/C
3.5'x3.5'
• 10000
PROP.3/a" PLASTIC
GAS SVC.TO BE
DIRECSLONAL BORED
CALL LA HOURS BEFORE YOU DIG IN FLORIDA
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07-06-2016
JUL 19 Z0i6
RISER I►
BY:
MIAMI SHORES BAY VIEW FENCE
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PROJECT TYPE:
NEW GAS SERVICE
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NO. OF SHEET'S:
Suer NO.: 1
Drawing File: \\browardfs\voll\USERS\PGMXC\Documents\RESIDENTIAL\2016\NE 95 ST. 1208, MIAMI SHORES, FL\1208 NE 95 ST.MIAMI SHORES, FL.dwg 07/06/2016
8
80'
a
O
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ROP. 344" PLASTIC
4
36"
MIN.
GAS SVC. TO BE
BORED
iDIRECTIONAL
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0
I
EXT.2" PE.
GAS MAIN
0
PROFILE CROSSING NE. 95th ST.
SCALE: (V) 1:5 (H) NTS.
83.25''R)
—
_ 83 29%M/
R/W BLOCK F.1. P. 3/4'
CORNER NO ID.
F.
NO /0
027'
9.90'
ON/PL^
ASPHALT
E.O.P.
EXIST. 2" PE.
GAS MAIN
2/' PARKWAY
---"d11Yimps —own on
ROP.3/a" PLASTIC
GAS SVC.TO BE
DIRECTIONAL BORED
EAST 100.00' (R&M) 8' 5' CONC. SIDEWAL
9.90'
ASPHAL T
DRIVEWAY
4CBS
WALL
17.50'
I_a CONC.
STONE
WALK
CPS
ALL
STEPS
LOT -/5
BLOCK - 85
5' CBS
WALL
0.27 1j-_
F./.P. E
NO /D. -5' WOOD FENCE
W.U.P.
I 1 \t4
CAUL h WEST ' h -LIMIT OF PLAT
1/45 NO ID.
o L 100.00' (R&M) 0 5' CHAIN LINK
c‘i / 17.9YI'
A/C
3.5'x3.5'
• 10000
PROP.3/a" PLASTIC
GAS SVC.TO BE
DIRECSLONAL BORED
CALL LA HOURS BEFORE YOU DIG IN FLORIDA
O
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L. 5 CD 6O
00,5
i
07-06-2016
JUL 19 Z0i6
RISER I►
BY:
MIAMI SHORES BAY VIEW FENCE
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wa
d� U
A �
PROJECT TYPE:
NEW GAS SERVICE
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NO. OF SHEET'S:
Suer NO.: 1
Drawing File: \\browardfs\voll\USERS\PGMXC\Documents\RESIDENTIAL\2016\NE 95 ST. 1208, MIAMI SHORES, FL\1208 NE 95 ST.MIAMI SHORES, FL.dwg 07/06/2016