PW-18-672Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
Permit
issue Date: 311612018
Permit NO. PW-3-18-672
Permit Type: Public Works
.Work Classification: Public Works
Permit Status: APPROVED
Expiration: 06/14/2018
Parcel Number
Applicant
1275 NE 94 Street
Miami Shores, FL 33138-2946
1132050100090
Block: Lot:
JAMES AND JANINE TURK
Owner Information
Address
Phone
Cell
JAMES AND JANINE TURK
2020 N BAYSHORE Drive
MIAMI FL 33137-
2020 N BAYSHORE Drive
MIAMI FL 33137-
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
(pe,
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee
Scanning Fee
'Technology Fee
Total:
Amount
$0.00
$o.00
$0.00
$0.20
$100.00
$9.00
$0.80
$110.00
Pa Date Pa T • e Amt Pa
Invoice # PW-3-18-66799
03/14/2018 Check #: 2010 $ 50.00 $ 60.00
03/16/2018 Check #: 2012 $ 60.00 $ 0.00
vailable Inspections:
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 AF AVIT: I certify that all the fore
constructs. and zonin. Futhermore, I a or 4I bove-named contractor to do the work stated.
. if
ize - ignature: Owner
information is accurate and that all work will be done in compliance with all applicable laws regulating
March 16, 2018
/ Applicant / Contractor / Agent
Buildin: Department Copy
Date
March 16, 2018 1
Address: /S 7 7 9 M}
Subdivision
a -cis 4-i4-s
su.s v SA .
b x
City: N $( / • State:
RECEIVE:
Miami Shores Village MAR 1 4 2016
Public Works Department
(305)795-2210
Public works forms are available from the building department, 10050 NE 2nd Ave., Miami Shores, FL 33138
PUBLIC WORKS PERMIT APPLICATION
Permit Type: Work in the Right -of -Way on Miami Shores Village or Miami -Dade Property
Permit#: �IV �► B-(F2
Name of Applicant (if utility see below): "reed / e ZP
Owner off the following described property:
Legal Description: Lot Block
Folio #;
Address:
UTILITY NAME:
Qualifier/Authorized Agent:
Address: /S7 7 9 ic) P
City: „W. IT. State: P .
Telephon 3d.0 976 - /7g9 Email:
State Certification or Registration #: Certificate of Competency # 0 F
CONTRACTOR NAME: 72G''Q P6 c as G14-. s
Qualifier/Authorized Agent: 0f:
ZIP: -?3 16 2
ZIP:
Telephone( () 97p- /7 P9 Email: A-/e(2cc(,t� �--. 9y
State Certification or Registration #: Certifi
Requests permission to install (describe work, attach separate page
way: �
7.4-' "
112l -/ wo Z.,o c A a -J - A4.0,cl S .o £' 9
Type of Work: El Paving El Utility ❑ Sidewalk
El Landscape El Antenna
DESIGNER: Architect/Engineer:
Address:
El Other:
G ti g caws
Competency #:/G e�
cessary) in the adjoining right of
i 3%" Se,e.v.c�
❑ Electric ❑
Irrigation
•
City: µ M.--. State: ZIP:
Telephone: . Email:
Registration #:...
Value of Work for this Permit:
Square/Lineal Footage of Work:
***** Fees*****
Permit Fee $ 100.00
Notary $ Training/Education $ 0.20 Technology Fee $ 0.80 Scanning
Bond $ (if required) Total Fee Now Due $
Bonding Company's Name (if applicable):
Bonding Company's Address:
City: State: ZIP:
"Application is hereby made to obtain a public works permit to do 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.
., S j
Signature Signature c�7sr U n
Applicant or Authorized Agent Company/Uti gent
The foregoing instrument was `acknowledged before' The foregoing instrument was acknowledged before
me this day of , 20 , by me this / day of /1/ -- , 20/ 4 by `
who eSKS V, •4 , who
is personally known to me or who has produced-y.erson- ly kno , me or who has produced
as
identification. identifica
NOTARY PUBLIC NOTARYI J.L
Sign: Si
Print: Print:
SEAL: SEAL:
APPROVED BY:
as
HUBERT NUNEZ
=rq`,. "'h? Y COMMISSION # GG 104234
:� •; EXPIRES: September 117021
Bondod Thor Notary Public Underwriters
*******************************
3 \\\\ic , Public Works Director, or Designee; •
2017-04-15
FULL LANE
SURFACE REPLACEMENT
SURFACE
SAW CUT ASPHALT
(TYPICAL)
REPLACEMENT BASE
(NEW MATERIAL)
r4
DITCH WUTH .:
1Y
VARIES
12'
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 18'.
2. BASE MATERIAL SHALL BE PLACED IN 8" MAXIMUM (LOOSE MEASUREMENT) LAYERS AND EACH LAYER
THOROUGHLY ROLLED OR TAMPED TO 98X OF MAXIMUM DENSITY. PER AASHTO T-180.
3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED.
4. SURFACE MATERIAL SHALL BE CONSISTENT NATH THE SURROUNDING SURFACE MATERIAL
5. BASE MATERIAL SHALL HAVE A MINIMUM LBR OF 100 AND A MINIMUM CARBONATE CONTENT
OF 70% (60% FOR LOCAL STREETS).
PROP. 2" PE GAS MAIN
AND 3/4" PE SERVICES
TO SERVE 1275 & 1276 NE 94th ST.
4/t!1 St
NE 96111 St
Mime SlwnE
Renee Chu,
T
dr
a n
'Awn Shares Cotrrry Cite,
NE 991n Sr!
NE 911th Si
NE 9T1n St
Nt 9itn S!
NE 941h Si
AMtddote»dMum i
NE 9itd st
1)
r NE92a St
NE 9Srta St
Nt 95s4 Tenxe
4
3
Aeon' SRere:
�aar7 ^_.r.f
4'
e
NE 9lth St
NE 9S1h ^
Nt 991h S1
NE 9411, A
NE Mt Terr r..
Lake Ward
ln4t RoGnnr
ROJECT
LOCATION
APPROVED
ZONING DEPT
NOTES
CONSTRUCTION
1. LOCATE AND PROTECT ALL UTILITIES 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.
DATE
l
BI_D�DEPT FEISfIh�'�
SUBJEC O COMPLIltN EG WITH ALL
STATE AND COL 1NTY RULES AND REGULATIONS
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41
#1263
' PROP. PRE—FAB RISE
PROP. 2" PE GASH
(DIR. BORE)
SQUEEZE —OFF AN'
DIR. TIE—IN
EX. 2" PE
GAS
AS MAIN
EX. GRADE`
EX. 2" PE
GAS MAIN
#1275
• ROP. 3/4" PE GAS
(DIR. BORE)
ROP. 2"x 3/4" T/T
&c EFV
II. k.i
4 •ROP. PRE—FAB RISER
PROP. 2" PE GAS
(DIR. BORE)
SALE: 1"=40' HOR.
1 "=4' VERT.
s
1 "=40'
12
10
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SYMBOLS:
Work Area
Channelizing Device (See Index No. 600)
Work Zone Sign
Flagger
Lane Identification + Direction of Traffic
Buffer
Space
See
Table 1
250'
C
B
A
11
a
b
Lp
A
8
C
•
•
Work Area/
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.
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.
8. 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;
8. 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.
B. 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.
TABLE 1
Posted
Speed
DEVICE SPACING
-
Distance
Between
Signs
Buffer
Space
Maximum Spacing
of Cones or
Tubular Markers
Maximum Spacing of
Type I or Type 11
Barricades/Panels/Drums
Ona
Taper
Ona
Tangent
Ona
Taper
Ona
Tangent
ABCD
25
20'
50'
20'
50'
200'
200'
200'
10Q'
195' • •
30
20'
50'
20'
50'
200'
200'
2000.001
200'
35
20'
50'
20'
50'
200'
200'
2000 •
JQQ'•
2.101 , •
40
20'
50'
20'
50'
200'
200'
204,,1Dq'•
305' •
45
20'
50'
20'
50'
350'
350'
350' •
•107S'
364'
50
20'
50'
20'
100'
500'
500'
500 •
Q39's
4d5' • •
55
20'
50'
20'
100'
2640'
1500'
1000'• GOC'•
•
4956
60
20'
50'
20'
100'
2640'
1500'
10084 59S'�
570• •
65
20'
50'
20'
100'
2640'
1500'
100A.'•Sp:- 645' •
1000' 500'• 74 • •
70
20'
50'
20'
100'
2640'
1500'
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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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Di
LAST
REVISION
01 /01 /16
REVISION
DESCRIPTION:
FY 2017-18
TWO-LANE, TWO-WAY,
WORK WITHIN THE TRAVEL WAY
INDEX
NO.
603
SHEET
NO.
1 of 3
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F� Ti DESIGN STANDARDS