PW-18-697Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
Permi
Permit NO. PW-3-18-697
Permit Type: Public Works
Work Classification: Public Works
Permit Status: APPROVED
Date: #1912018 Expiration: 06/17/2018
Parcel Number
Applicant
1276 NE 94 Street
Miami Shores, FL
1132050100150
Block: Lot:
LAUREN MICHELLE GARROTE
Owner Information
Address
Phone
Cell
LAUREN MICHELLE GARROTE
1276 NE 94 Street
MIAMI SHORES FL 33138-
1276 NE 94 Street
MIAMI SHORES FL 33138-
Contractor(s)
TECO PEOPLES GAS SYSTEM
Phone CeII Phone
(305)957-3857 (305)970-1783
Valuation:
Total Sq Feet:
$ 2,000.00
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
$9.00
$0.80
$110.00
Pay Date Pay Type
Invoice # PW-3-18-66826
03/16/2018 Check #: 2012
03/19/2018 Check* 2015
Amt Paid Amt Due
$ 50.00 $ 60.00
$ 60.00 $ 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 information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore, I authorize the above -named co = • • do the work state
Authorized Signature: Owner / Applicant / Contractor / ' Agent
Building Department Copy
March 19, 2018 1
ch 19, 2018
Date
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-305050 Permit Number: PW-3-18-697
Scheduled Inspection Date: August 13, 2018
Inspector: Miranda, Chris
Owner: GARROTE, LAUREN MICHELLE
Job Address: 1276 NE 94 Street
Miami Shores, FL
Project: <NONE>
Contractor: TECO PEOPLES GAS SYSTEM
Permit Type: Public Works
Inspection Type: Final Public Works
Work Classification: Public Works
Phone Number -
Parcel Number 1132050100150
Phone: (305)957-3857
Building Department Comments
INSTALL TWO P.E MAS MAIN DRAIN ALONG NE 94 ST
TO SERVICE TWO LOCATIONS
Passed
Failed
Correction
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP-302860. CREATED AS
REINSPECTION FOR INSP-299590. 4/10/2018
NOT READY FOR FINAL
5/24/2018 NOT READY FOR FINAL
August 10, 2018
For Inspections please call: (305)762-4949
Page 14 of 44
Miami Shores Village
Public Works Department �i
(305)795-2210 /�/
Public works forms are available from the building department, 10050 NE 2nd Ave., Miami Shores, FL 33138
ERR .I 6% ?1f4
PUBLIC WORKS PERMIT APPLICATION
Permit Type: Work in the Right -of -Way on Miami Shores Village or Miami -Dade Property
Permit#: P v ) 18 (c1±
Name of Applicant (if utility see below): / 'ei f 00 G 6 I4 S
Owner off the following described property:
Legal Description: Lot Block
Fplio t:
Address: /02%G tiT 9 r/
.SD"
Subdivision
UTILITY NAME: i 6 / 7 6ep tc S :"itl--_s'
Qualifier/Authorized Agent: V-_s-er,� 'i/g9 R
Address: /S 7 7 9 w C r u le' /1y
City: A-) a State: 7� .. ZIP: 33 I C 7.,Telephone:0.�) 976 - )789' Email: a -a 2c - ke e 7 c6 c ,Jc 25' y - c c ►-i.`
State Certification or Registration #: Certificate of Competency # `/ a
CONTRACTOR NAME: l B / d67 -cS
Qualifier/Authorized Agent: ycSu..s ✓c S 4
Address: j5-77 S' `cj..) x P 4w )
City: ti Jo . ,3 . Skate: %�G - ZIP: 3 .11 ` Z
Telephon 97€ 1 78-4 Email:4-2eccke e 1Ca eNc2 Sy , Cc
State Certification or Registration #: Certificate of Competency #:. / d
a .
Requests permission toi stall (desc vibe wo�3rr'k attach s arate page if necessary) in the adjoining right of
way: y,vs � /�-G c (4 S wr ,4- i . A-2- G .-I S �E 9
--171 SF2Licj a *4-��1—; I v'V s"
Type of Work: ❑ Paving —Utility ❑ Sidewalk ❑ Electric ❑ 'Irrigation
❑ Landscape ❑ Antenna ❑ Other:
DESIGNER: Architect/Engineer:
k-Adiaress:
City: _...... State: ZIP:
Telephone::: Email:
G2)11
•
Value of Work for this Permit: . $
.ti
Square/Lineal Footage of Work:
/***** Fees *****
Permit Fee $100.00
Notary $ Training/Education $ 0.20 Technology Fee $ 0.80 Scannin
Bond $ (if required) • Total Fee Nbw Due $
Bonding Company's Name (if applicable):
Bonding Company's Address:
City: State: ZIP:
Application is hereby made to obtain a public works permittodo the work in the right of way 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, regulation construction in
this jurisdiction. I understand that separate permits must be secured for
APPLICANT'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be,
done in compliance with applicable laws regulating construction and specifically construction in the
right-of-way.
"WARNING TO APPLICANT: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO THE RIGHT-OF-WAY. 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 public' works permit with an estimated value
exceeding $2,500, 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 the
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 public works permit is issued. In the
absence of such posted notice, the inspection will not be approved and a reinspection will be charged.
.[
.. 1
Signature Signature <CCn)s , v
Applicant or Authorized Agent Company/Utilitfgent -
The foregoing instrument was acknowledged before The foregoing instrument was acknowledged b fore
me this day of •, 20 . , by me this j� day of I'r'l. ", 20, by ^
1 who yj...S.,s /cs A who
is personally known to me or who has produced• ersonall nown o me or who has produced
as
identification.
identific= on.
NOTARY
Sign: Sign:
Print: Print:
SEAL: SEAL:
APPROVED BY:
PUBL
r
as
'11F,.:4;;... HUBERT.NUNEZ
• MY COMMISSION # GG 104234
EXPIRES: September 11, 2021
Bonded Thru Notary Public Underwriters
`•...'VP,.. HUBERT NUNEZ
,E►r MY COMMISSION # GG 104234
hnnl EXPIRESt' ' " . "0•'1
. '; Brine d1hni• .`:rs
3\N‘ Ly , Public Works Director, or Designee `
i
2017-04-15
PROP. 2" PE GAS MAIN
AND 3/4" PE SERVICES
TO SERVE 1275 & 1276 NE 94th ST.
RESTORATION OF ROAD CUT
FOR UTILITY CROSSING
GENERAL NOTES
1. REPLACED BASE MATERIAL OVER DITCH SHALL BE TWICE THE THICKNESS OF THE ORIGINAL BASE.
MINIMUM 8'. MAXIMUM IV.
2. BASE MATERIAL SHALL BE PLACED IN B. MAXIMUM (LOOSE MEASUREMENT) LAYERS AND EACH LAYER
THOROUGHLY ROLLED OR TAMPED TO 987G OF MAXIMUM DENSITY. PER AASHTO T-1B0.
3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED.
4. SURFACE MATERIAL SHALL BE CONSISTENT WRH THE SURROUNDING SURFACE MATERIAL
3. BASE MATERIAL SHALL HAVE A MINIMUM LBR OF 100 AND A MINIMUM CARBONATE CONTENT
OF 7O% (60% FOR LOCAL S1REE1S).
RECEIVED
MAR 16101g
41.4411
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-NOTES
CONSTRUCTION
1. LOCATE AND PROTECT ALL UTIUTIES IN AREA OF
CONSTRUCTION. SUNSHINE # 1-800-432-4770
2. RESTORE ALL AREAS TO PRIOR CONDITIONS
3. ALL CONSTRUCTION TO FOLLOW JURISDICTIONAL
GOVERNMENT AND TPG STANDARDS.
Phi 18 *RI
Miami adores Village
APPROVED
ZONING DEPT
BY
DATE
BLDG DEPT
SUBJECT TO COMPLIZE WITH ALL FE3E RAL
STATE AND COUNTY RULES AND REGULATIONS
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SQUEEZE —OFF AN'
DIR. TIE—IN
EX. 2" P
GAS MAIN
PROP. 2" PE GA
(DIR. BORE)
PROP. 3/4" PE GA
(DIR. BORE)
#1270
#1275
ROP. PRE—FAB RISER
ROP. 3/4" PE GAS
(DIR. BORE)
12
12
10
10
8
8
6
EX. GRADE\
6
\1 -
4
4
36"MIN.
2
2
0
0
ROP. 2" PE GAS
-2
EX. 2" P (DIR. BORE)
GAS MAIN
-2
-4
ISQALE. 1 "-40'-HOR-
1 "=4' VERT.
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SHEET
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PROP. 2" PE GAS MAIN
AND 3/4" PE SERVICES
TO SERVE 1275 & 1276 NE 94th ST.
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SYMBOLS:
MWork Area
• Channelizing Device (See Index No. 600)
cp
tr
Work Zone Sign
Flagger
' Lane Identification + Direction of Traffic
Buffer
Space
See
Table 1
250'
C
8
A
41
41
*
41
a
b
C=
U3
Work Area
b
A
C
Tangent
Taper Length
50' To 100'
Device Spacing (See Table 1)
* May Be omitted if ROAD WORK AHEAD sign is installed upstream within the project limits.
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WITHOUT TEMPORARY RAISED RUMBLE STRIPS
GENERAL NOTES:
1. Special Conditions may be required in accordance with these notes
and the following sheets:
A. Railroad Crossings:
a. If an active railroad crossing is located closer to the Work Area than
the queue length plus 300 feet, extend the Buffer Space as shown on
Sheet 3.
b. If the queuing of vehicles across an active railroad crossing cannot be
avoided, provide a uniformed traffic control officer or flagger at the
highway -rail grade crossing to prevent vehicles from stopping within
the highway -rail grade crossing, even if automatic train warning
devices are in place.
B. If the Work Area encroaches on the Centerline, use the Layout for
Temporary Lane Shift to Shoulder on Sheet 3 only if the Existing
Paved Shoulder width is sufficient to provide for an 11' lane
between the Work Area and the Edge of Existing Paved Shoulder.
Reduce the posted speed when appropriate.
2. Temporary Raised Rumble Strips:
A. Use when both of the following conditions are met concurrently:
a. Existing Posted Speed is 55 mph or greater;
b. Work duration is greater than 60 minutes.
B. Use a consistent Strip color throughout the work zone.
C. Place each Rumble Strip Set transversely across the lane at locations
shown.
D. Use Option 1 or Option 2 as shown on Sheet 2. Use only one option
throughout work zone.
3. Additional one-way control may be provided by the following means:
A. Flag -carrying vehicle;
B. Official vehicle;
C. Pilot vehicles;
D. Traffic signals.
When flaggers are the sole means of one-way control, the flaggers
must be in sight of each other or in direct communication at all times.
4. When a side road intersects the highway within the TTC zone, place
additional TTC devices in accordance with other applicable TCZ Indexes.
5. The two channelizing devices directly in front of the work area may be
omitted provided vehicles in the work area have high -intensity rotating,
flashing, oscillating, or strobe lights operating.
6. When Buffer Space cannot be attained due to geometric constraints, use
the greatest attainable length, not less than 200.ft, for posted speeds
greater than 25 mph.
7. ROAD WORK AHEAD and the BE PREPARED TO STOP signs may be omitted if
all of the following conditions are met:
A. Work operations are 60 minutes or less.
8. Speed limit is 45 mph or less.
C. There are no sight obstructions to vehicles approaching the work area for
a distance equal to the Buffer Space shown in Table 1.
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.
F. If a railroad crossing is present, vehicles will not queue across rail tracks.
G. AFADs are not in use.
8. See Index 600 for general TCZ requirements and additional information.
9. Automated Flagger Assistance Devices (AFADs) may be used in accordance
with Specifications Section 102, 990 and the APL vendor drawings.
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TABLE 1
Posted
Speed
DEVICE SPACING
Distance
Between
Signs
Si g
Buffer
Space
Maximum Spacing
of Cones or
Tubular Markers
Maximum Spacing of
Type 1 or Type II
Barricades/Panels/Drums
0n a
Taper
On a
Tangent
On a
Taper
On a
Tangent
A
BCD
25
20'
50'
20'
50'
200'
200'
200'
100'
155'
30
20'
50'
20'
50'
200'
200'
200'
100'
200'
35
20'
50'
20'
50'
200'
200'
200'
100'
250'
40
20'
50'
20'
50'.
200'
200'
200'
100'
305'
45
20'
50'
20'
50'
350'
350'
350'
175'
360'
50
20'
50'
20'
100'
500'
500'
500'
250'
425'
55
20'
50'
20'
100'
2640'
1500'
1000'
500'
495'
60
20'
50'
20'
100'
2640'
1500'
1000'
500'
570'
65
20'
50'
20'
100'
2640'
1500'
1000'
500'
645'
70
20'
50'
20'
100'
2640'
1500'
1000'
500'
730'
CONDITIONS
WHERE ANY VEHICLE, EQUIPMENT,
WORKERS OR THEIR ACTIVITIES
ENCROACH THE AREA BETWEEN
THE CENTERLINE AND A LINE 2'
OUTSIDE THE EDGE OF TRAVEL WAY.
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LAST
REVISION
.DESCRIPTION:
FY 2017-18
TWO-WAY,
INDEX
SHEET
REVISION
FDD ,
TWO-LANE,
NO.
NO.
01/01/16
�r-• DESIGN STANDARDS
WORK WITHIN THE TRAVEL WAY
603
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