PW-5-16-1462, 10050 NE 2 AVE Unit:Misc StreetsFPLWR# 6860205
Miami Shores Village
bfoc Works Department 0 2816
10050 N.W. 2"d Avenue, Miami Shores, Florida 33138 '3Y.9=-_1 .
Tel: (305) 796.2204 Fax: (305) 766.8972 -
Public Works
Permit Application
FBC 2004
UTILITY
Pepe; 'Public Works WATER
Owner's Name (Fee Simple Titleholder) Florida Power & Li ht
Owner's Address 4200 West Fla ler St
Permit No. - / /
Phone#: 305-529-6120
City Miami State Florida Zip 33134
Tenant/Lessee Name N/A Phone # N/A
-ALLEY S/O NE 91 ST BET NE 2 AVE TO PARK AVE, PARK AVE TO
S/O NE 92 ST
Job Address (where the work is being done)
City Miami Shores Village
Is Building Historically Designated: Yes N/A
County Miami -Dade
No N/A
Zip
Utility's
Geptrastor's Company Name FLORIDA POWER AND LIGHT COMPANY Phone M (305) 442-6160
Utility's
Gentraelees Address 4200 W. FLAGLER ST. — EPM / LFO
City: MIAMI State: FLORIDA Zip: 33134
Architect/Engineer's Name (if applicable) Irene Hernandez
$ Value of Work For this Permit: $ N/A
Phone #: 305-529-6120
Lineal Footage Of Work:
Type of Work:
❑ Addition
❑
Alteration ❑ New
❑ Repair/Replace
❑ Demolition
Describe Work:
Installing 2,509'
of
2-6" HDPE Conduit by
Directional Bore and
installing
2 Splice Boxes
Submittal Fee $ _
Notary $
Scanning $
Code Enforcement S
Total Fee Now Due $
(Continued on opposite side)
.................... Fees ....................
Permit Fee S CCF $
Training/Education Fee $
Radon $
Structural Plan Review $
Zoning
Technology Fee $
CO/CC
Bond S
Bonding Company's Name (if applicable)
Bonding Company's Address N/A
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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS and 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 this issuance of a Public Works 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 renrspection fee will be charged. n - n A /) If
Signature N/A Signature
Owner or Agent
Utility Representative /-COR€er
The foregoing instrument was acknowledged before me this 25th day of Mav 20 16 by
Ivette Choc , who is personally known to me or-who-has-prsdueed N/A as
identification, and who-did/did not take an oath.
NOTARY PUBLIC: n,,OTAFRy PUG@/Lioe`.
Sign: Sign:
C� �/�
Print:. Print: PAe&A D2p26
My Commission Expires:
tY
MARCIA DEL TORO
Notary Public - State of Florida
Jo"gl-,
X
Commission 8 FF 913576
FOF1FV�'
My Comm. Expires Dec 1, 2019
Bonded through National Notary Assn.
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APPLICATION APPROVED BY:
11 /17/2005
Public Works Director or
his designee.
Engineering and Project Management
4200 W. Flagler Street, Miami, Florida 33134
Office: (305) 442-5140 Fax: (305) 442-5123
F=pL PROCESS #:
(Need to hand carry permit)
May 25, 2016
Miami Shores Village
Attn.: Mr. Ismael Naranjo
Director of Building Department
10050 N.E. 2 Avenue
Miami Shores, Florida 33138
Mr. Naranjo:
SUBJECT: WR# 6860205
FPL plans to construct electrical facilities within you City limits. Attached for you approval
for a "No fee" permit are the following documents:
a. Permit application form
b. Two copies of the job sketch with the proposed facilities highlighted
If you have any questions, please call our engineer Ms. Irene Hernandez at 305-529-
6120. Otherwise, advise me of your approval avia e-mail @ Maridalia.Morgan fpl.com
so I make arrangements to pick permit.
FPL
Attn.: Maridalia Morgan
Permit Administrator
4200 W. Flagler Street — EMP/LFO
Miami, Florida 33134
Very truly yours,
(:L7mgte 6Phoa
Permit Coordinator
Arlenis Silvera
From: Arlenis Silvera
Sent: Tuesday, August 22, 2017 9:50 AM
To: Arlenis Silvera
Subject: FW: MIAMI SHORES VILLAGE FPL WR# 6860205 / PW-5-16-1462
From: Choc, Ivette [mailto:lvette.Choc@fpl.com]
Sent: Friday, August 18, 2017 9:31 AM
To: Arlenis Silvera <SiIveraA@msvfI.gov>
Cc: MORGAN, Maridalia <Ma rida Iia. MORGAN @f pl.com>; Pineda, Viviam <Viviarn.Pineda@fpI.com>; del.Toro, Marcia
<Marcia.deI.Toro@fpI.com>
Subject: MIAMI SHORES VILLAGE FPL WR# 6860205 / PW-5-16-1462
Dear Arlenis.
FPL requests the subject permit to he extended. since this project was not completed by
the expiration date of 8/1/17
Attached for your review is a copy of the original permit and permit extension:
The Project's start date is 8/28/2017,
Please provide us with the granted extension by sending it my email
address, lvette.,CLoc&,fpl,.gom
If you have any questions', please call me at'305-442-5365.
Thank you.
Ivette Choc
Permit Coordinator, 305-442-5365
1
Arlenis Silvera
From:
del.Toro, Marcia <Marcia.del.Toro@fpl.com>
Sent:
Friday, February 10, 2017 10:20 AM
To:
Arlenis Silvera
Cc:
Ramirez, Marta
Subject:
REQUEST FOR MIAMI SHORES VILLAGE PERMIT EXTENSION FOR WR 6860205 / PERMIT
# PW-5-16-1462
Attachments:
6860205 MIAMI SHORES VILLAGE PERMIT.pdf
Dear Arnelis:
FPL will be releasing this Hardening project soon to bid to select the Contractor and this permit need to be extended as
far out as possible.. 25' 11'-1
Could you please extend this permit as soon as possible? Your prompt response is appreciated.
Thank you,
Senior Permit Coordinator
(305) 442-5150
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WATER
SBT
NO• • • ••• • • •
• • • • • • • • • • •
DE -ENERGIZE & LEAVE IN PLACE 3PH-1000A
5' SWK N
1/CU 25KV JKTD PROP DIRECTIONAL BORE
,• /
2-6" HDPE CONDUITS WITH 3PH-1000A 1/C
POLY JKTD
141.51
52'
141
FDR SPL BOX INST
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LOCATION SKECH
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PARKWAY
N.T.S
m
NOTIFY MIAMI SHORES
48 HOURS BEFORE AND AFTER 3 0 " o w
CONSTRUCTION AT (305) 762-4949
DIRECTIONAL BORE #1
LOC 96.51 - 141 LENGTH - 1216'
DIRECTIONAL BORE #2
LOC 141 - 121.5 LENGTH - 1293'
z
TOTAL LNEAR FEET - 1509'
0
10
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FPL SIDEWALK CONSTRUCTION NOTE
W
EXISTING SIDEWALK WILL BE CUT AND REMOVED
FROM SEAM TO SEMI 5• X S PATCH ACROSS
AFFECTED AREA PER WORK LOCATION AS
NECESSARY TO SET PROPOSED POLES ALONG
EXISTING POLE LINE.
SIDEWALK WILL BE RESTORED PER ALL ADA
REQUIREMENTS TO EXISTING OR BETTER
CONDITIONS.
CONTRACTOR RESPONSIBLE TO SCHEDULE
INSPECTION WITH COUNTY ENGINEERING PRIOR TO
RESTORING ANY SIDEWALKS. NO EXCEPTIONSI
GRADE
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3PH-1000A i/CU 25KV JKTD PROP
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DIRECTIONAL BORE 2-6" HDPE
CONDUITS WITH 3PH-1000A 1/C
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POLY JKTD
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-� IF- DE -ENERGIZE & LEAVE IN PLACE
3PH-1 OOOA 1/CU 25KV JKTD PROP
1 15'
10'
10'
10, 25' I
DIRECTIONAL BORE 2-6" HDPE
CONDUITS WITH 3PH-1000A 1/C
��35'
35�I
I
POLY JKTD
I
70'
PLAN VIEW
N.T.S
N
PROFILE VIEW I
N.T.S
MOT 605, 660
IL
CONSTRUCTION LEGEND
• • • • • •
• SEC b6 •TWP�� RN� •` •
O PROPOSED WOOD POLE
• EXISTING WOOD POLE
• • •
❑ PROPOSED CONCRETE POLE
• • • • • • :
•.
■ EXISTING CONCRETE POLE
® EXISTING AT&T POLE
FOREIGN
FRQ�VIREOTIC4[-V:iE
• • PA'F�K DR • • • •
• EXISTING WOOD TRANSMISSION POLE
G PROPOSED WOOD AN POLE
UTILITIES
21 4' +/- N/O NE 91 ST ST
M EXISTING CONCRETE TRANSMISSION POLE
CITY OF MIAMI SHORES, FL
N
13 PROPOSED CONCRETE TRANSMISSION POLE
• • • • •
QM
EXISTING PADMOUNTED TRANSFORMER
see •
•
z
E%]STING CONDUIT
PRO POSED CONDUIT
PB 10/37
• •
d.AYE: • 5/29/2816 • • •
•
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E%ISTING ANCHOR
PROPOSED ANCHOR
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O EXISTING SPLICE BOX
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SAN SEWER
MAP
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® RADIAL VAULT
FPL
DWG • 5/5• • • i
LT
V(XX)
LOCATION OF WORKBEING DONE
R;
WATER
SBT
NO: • • • • • • • •
••• • • • 000 0 0
a
On
Less Than
200'
.
400' 50'
200' 200'
ROAD More Than
WORK 200'
AHEAD
200' 200' 400'
ROAD
WORK
AHEAD
I\ 200'*41 V
L
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, EQUIPMENT, 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
SYMBOLS
GENERAL NOTES
® Work Are* • •
1. Work operations shall be confined to one travel lane, leaving
5. The FLAGGER legend sign may be substituted for the symbol Sign.
1. ROAD WORK AHEAD sign may be omitted If all of the following
• • •
the opposing travel lane open to frallic.
conditions are met
• • • • •
• •+ • • Channeli zing Device (See Index•No.•fiSOt
•
6. The maximum spacing between devices shall be no greater than 25.'
•
•
2. When vehicles in a parking zone block the line o/ sight to TCZ
a. Work operations arc 60 minutes or less.
•
Work Zo�2 SR�r* • •
• •
signs or when TCZ signs encroach on a normal pedestrian
7. For general TCZ requirements and additional information, refer to
b. Speed is 45 nt I or less.
P P r
• •� • • • •
• •
walkway, the signs shall be post mounted and located in
Intlex No. 600.
C. No sight obstructions to vehicles approaching the work
area for
•
• • •
accordance with Index No. 17302.
a distance of 600 feet.
• •� Flogger •
• • • • • •
B. The two channelixing devices directly in front and directly at the
d. Vehicles in the work area have high -intensity, rolntinp,
• • • • •
Direction
•raf•r•
3. If work area is confined to a i aufside auxiliary lane, the Work
end Of the work area may be nmifled pl'ovirled vehicles m the walk
flashing, Oscillating, ar drab' lights operating.
Lone IdeIIfifi 0
he
area shall be barricaded and the FLAGGER signs replaced by
area have high -intensity rotating, flashing, oscillating, or strobe
C. Volulne and complexity of the roadway has been considered.
• • • • • • • • •
•
• . • • •
ROAD WORK AHEAD signs. Flaggers are not required.
lights operating.
• • • • • • • •
• • • •
4. Flaggers shall be in sight of each other or in direct
9. Use. Temporary Raised Rumble Strips in accordance With Index 603.
• ••
•
• •
communication at all [inns.
Placonrent of Rumble Strips antl additional signs should begin at
• s•
• • • • •
••••
FLAGGER sign location.
• LA.S•r•
p DE•CRIPAI•N:
• • • 000
2016
INDEX
SHEET'
VISION
L w • 0 • •
• • •
FDOT�
TWO-LANE, TWO-WAY, WORK NEAR INTERSECTION
NO.
4NO.
7107115
W
. . •
�- DESIGN STANDARDS605
1 of 1
eve
SYMBOLS GENERAL NOTES
®1. Route pedestrian traffic around work at when construction 7. Provide a 5' wide temporary walkway, except where space restrictions warrant
Work Area activities encroach on the sidewalk for more than 60 minutes a minimum width of 4'. Provide a 5' x 5' passing space for temporary walkways
• Channelizing Device (Sec Index 600) using the devices and remedies shown on this Index. Use project less than 5' in width at intervals not to exceed 200'.
specific designs for scenarios not included on this Index.
Work Zone Sign B. Provide a cross -slope with a maximmlti value of 0.02 forall temporary
Required Locations For Either Tomporar'y 2, Far' spacing of traffic control devices and general TCZ walkways.
CR requirements refer to Index 600. The niaximuni spacing belween
Or Permanent Curb Ramps. barricades, vertical panels, drums or tubular markers is 25'. 9. Temporary walkway surfaces and ramps must be stable, firm, .slip resistant, and
ep Lane Identification + Direction of Traffic kept free of any obstructions anti hazards such as holes. debris, mud,
Pedestrian Longitudinal Channelizing Device (LCD) 3. Use delineators on longitudinal Channelizing devices separating construction equipment and stored materials.
with Mounted Work Zone Sign the work area from vehicular traffic.
10. Remove temporary walkways immediately after reopening of the sidewalk, unless
•—• Pedestrian Longitudinal Channelizing Device (LCD) 4. Cover or deactivate pedestrian traffic signal otherwise noted in the plans.
displays) controlling closed crosswalks.
11. Meet the requirements of Index 304 for temporary curb ramps.
5. Post mounted signs located near or adjacent to a sidewalk must
have a 7' minimum clearance fr'uni the bottom of sign to the 12. Place pedesl—n longitudinal Channelizing devices) across the full width of the
surface of the sidewalk, closed sidewalk. For temporary walkways, similar to the Sidewalk Diversion,
4 place LCD's to delineate both sides of the temporary walkway.
6. When construction activities involve sidewalks on both sides o/
the street, stage the construction so that one sidewalk is in
service at all times. If this is not feasible and both sidewalks
must be closed, as determined by the Engineer, provide a detour
to guide pedestrians around the construction zone.
?I CR
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DETOUR
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• S{OEWALK CLOSED
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USE
.
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•
IA
•••••
:
I��Y
jj �j •• • ROAD
> •••••
••
••••
u u • WORK
•••••• AHEAD
•••••
••
• ••••
• •
• • COROSSWALK CLOSURE AND
•
' •••••
• ••
•••
PESESTRIAN DETOUR
•
•
E•C IP
•••••• •
ROAD
WORK
AHEAD
SIDEWALK DETOUR
SIDEWALK DIVERSION
PEDESTRIAN
WALKWAY
ROAD
WORK
AHEAD
• L 0 O R ■WV, • • • • • • 2016 INDEX SHEET
I�VISION �, i • i • • FDOTI ]PE DE S TREAN CONI'1ROL FOR CLOS UR]E Off+ S I[DE ALKS NO. NO.
S)��01115 •••• •••• �►'— DESIGN STANDARDS 660 1 Of 1