PW-16-1688, 10050 NE 2 AVE MISCMiami shores Village
Pub06e Works Department JUN Y
10050 N.W. 2nd Avenue, Miami Shores, Florida 33138 BY:
Tel: (305) 795.2204 Fax: (305) 756.8972 }{�
Public Works Permit No. �� — Ub
Permit Application
FBC 2004
UTILITY
Public Works WATER
Owner's Name (Fee Simple Titleholder) Florida Power & Light Phone M
Owner's Address 4200 West Flaaler St
City Miami State Florida
Tenant/Lessee Name N/A Phone #
Job Address (where the work is being done)
City Miami Shores Village
Is Building Historically Designated: Yes N/A
305-529-6120
Zip 33134
N/A
County Miami -Dade Zip
No N/A
Utility's
Gentraetees Company Name FLORIDA POWER AND LIGHT COMPANY Phone #: (305) 442-5150
Utility's
GentrasteF!s Address 4200 W. FLAGLER ST. — EPM / LFO
City: MIAMI State: FLORIDA Zip: 33134
Architect/Engineer's Name (if applicable) Julian salcedo
$ Value of Work For this Permit: $ 17, 023
Phone #: 305-442-5118
Lineal Footage Of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New
Describe Work: Install 3 anchors
Submittal Fee $
Notary $
Scanning $
Code Enforcement $
Total Fee Now Due $
(continued on opposite side)
.......... I......... Fees ... :................
Permit Fee $ CCF S
Training/Education Fee $
Radon $
Structural Plan Review $
❑ Repair/Replace ❑ Demolition
CO/CC
Technology Fee S
Zoning Bond $
Bonding Company's Name (if applicable)
Bonding Company's Address
City
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State Zip
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 tiie 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 pemrit with an estimated value exceeding $2500, tire applicant must
promise in good faith that a copy of (he 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 lire recorded notice of commencement must be posted at the job site for tire 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. /j A
Signature N/A Signature
Owner or Agent
Utility Representative /lfaeter
The foregoing instrument was acknowledged before me this 16th day of June .20 16 by
Ivette Choc , who is personally known to me eF ho-hasl�redueed N/A as
identification, and who-did/did not take an oath.
NOTARY PUB /�j��) NOTARY PUBLIC:
Sign: / f� „' Sign:
Print: rcia el Toro Print:
My Coin My Commission Expires
MARCIA DEL TORO
Notary Public - State of Florida
Commission #r FF 913576
'•, My Comm. Expires Dec 1 2019
Bonded through National Notary Assn.
l a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a. a a a. a a a a a a a a a a a a a a a a a a a a a a a a a a a a a
Ply
APPLICATION APPROVED BY: Public Works Director or
his designee.
11 /17/2005
Engineering and Project Management
4200 W. Flagler Street, Miami, Florida 33134
Office: (305) 442-5140 Fax: (305) 442-5123
FILL PROCESS #:
(Need to hand carry permit)
June 16, 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# 6785918
FPL plans to construct electrical facilities, we will be removing poles and doing aerial
work on existing poles within your 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 Mr. Julian Salcedo at 305-445-5118.
Otherwise, advise me of your approval avia e-mail @ Ivette.Choc6a�fpl.com so I make
arrangements to pick permit.
FPL
Attn.: Ivette Choc
Permit Coordinator
4200 W. Flagler Street — EMP/LFO
Miami, Florida 33134
Very truly yours,
Yvette 6Phoc
Permit Coordinator
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Cover Sheet: WR#6785918
NW 97th St NE 971h St
JUN 17 2 16
,Q NW 96th St NC 96th St
Page 1 Of 7
[ ] INACCESSIBLE [X] 13KV [ ] FUTURE 23KV [ ] 23KV
[ ] SALT SPRAY [ ] ROCK
0
>
�i N Vi 95ttt St _ NF 93 ,Il, `:'
z m
a' q NW 94th St NE 9411 St
NW 93rd st • N 93rd st NE 93rd St
Y.
NW 92nd st Ne92nd st
Nw9znd st
Nw9t5tst NW 91 st St NE 97 st st
NW 9oth St • • Nf 98t. SL •
z • • • • • •
rn NE 6•11, 5• •
•.••••� .• •z .•••
m rt••.:•.�
_ NW 88:h St ? ME SRI" St ; •. •
a .;Ir •••• • :.ta
GENERAL NOTES
- NOTIFY CUSTOMERS OF TEMPORARY POWER AND
TRAFFIC INTERRUPTIONS.
- PROVIDE WARNING SIGNALS FOR PEDESTRIANS AND
TRAFFIC SIGNALS FOR MOTORISTS.
SERVICE TO TRAFFIC SIGNAL, SCHOOL FLASHING
SIGNAL, AND LIFT STATIONS MUST REMAIN ENERGIZED
AT ALL TIMES.
-`
Village 48 hours before and l I ------I --
nstruction at (305) 762-4949 + I
Lafter
r- LLEY
- - ---------------f-----
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[ _
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I �1 — — �"'�i � � "'D-S
l =_ _ _ __ - -� i - FPL CONSTRUCTION SYMBOLS
{ -�
_ • Existing Wood Pole
---�
STAKING NOTES
INTERMEDIATE POLES: STAKE POLES IN -LINE AT
STATED DISTANCES.
- POLE REPLACEMENT: STAKE POLES IN -LINE AND
WITHIN 2' EITHER SIDE OF EXISTING POLE UNLESS
OTHERWISE NOTED.
PLEASE BE ADVISED THAT RECEIPT tr "THIS DRAWING AND/OP,• •
•
SURVEY, WHICH IS AN APPROXIMATTZIE,"[=OES N0`16REPIEVE `POLO•
OF ANY STATUTORY OBLIGATIONS; INCLUDING THE Pf VISIONS -
• •
CONTAINED IN SECTION 55b, Pt��IF'NY STATUTES.
CALL 811 (Sunshine811) PRIOR TO A EX�e�/�TlON • • • •
•••
ACTIVI � � • : • • •
GENERAL GROUNDING, GUYING, AND U-GUARD NOTES
BOND WIRE DCS D-2.0.0, FIG. 1 - 3 AND D-7.0.0, DETAIL
-ATTACH BOND WIRE TO THE GUY WIRE AND DO NOT
ATTACH TO PREFORMED GRIP.
STREET LIGHT BRACKETS (DCS H-11.0.0, FIG. 1-4 AND
DCS H-11.1.0, FIG. 1 - 5)
- GROUND ALL STREET LIGHT BRACKETS I.E. TO POLE
ARE RODS GROUND IF ND B R REQUIRED
0 U O QU RED OR TO SYSTEM
NEUTRAL IF NO GROUND RODS ARE REQUIRED.
U-GUARDS (DCS UH-14.0.0 AND UH-14.0.2)
- WOOD POLES: USE TAPCON FASTENERS IN ALL BASE
SECTION HOLES AND EVERY OTHER HOLE OF TOP
SECTIONS.
-CONCRETE POLES: USE AT LEAST 10 TAPCON
FASTENERS PER 10 FOOT U-GUARD SECTION AND AT
CONSTRUCTION NOTES:
- FRAMING IS BASED ON THE POWER SYS MS, DISTRIBUTION
CONSTRUCTION STANDARDS (DCS MANUAL). -
- ALL POLES TO BE SET PER DCS D-3.0.0 UNLESS NOTED
OTHERWISE. ('
- SET POLES WITH BRANDING FACING THEtSTREET WHENEVER
POSSIBLE.
- INSTALL TLM TAGS AS INDICATED ON DRAWING. }
-TAG FUSE SIZE ON POLE AS INDICATED ON DRAWING.
- CHECK VOLTAGE ROTATION AND CONTINUITY AT EACH
Proposed Wood Pole
-_- - __ I ■ Existing Concrete Pole
` I ❑ Proposed Concrete Pole
F Y H
Existing ATT&T Pole
TH S f� Jl I t =N3�� r X Proposed AT&T Pole
Existing Wood Transmission. Pole
1 "> Proposed Wood Transmission Pole
LEAST 6 TAPCON FASTENERS FOR SHORTER SECTIONS.
BACK PLATE (DCS UH-14.0.1)
- REQUIRED ON FIRST 10 FOOT SECTION ABOVE GROUND
(WOOD AND CONCRETE POLES).
GUYING (DCS D-2.0.0)
- GUYS SHALL HAVE A GUY MARKER (GUY GUARD)
INSTALLED AT ALL LOCATIONS.
RISER (DCS G-10.1.0 AND G-10.2.0)
TRANSFORM RAND RISER I" ;t,
����„O nS L �•t?
COORDINATE'Wf E)KVVR# 8069 4 Fly DATA
COORDINATE W/ UG-BORE
SUGGUESTED MOT: 602,605-,-f7]6, 668
�TH S I �E ❑■ g ExistinConcrete Transmission Pole
--- �1
[ (� ® Proposed Concrete Transmission Pole
TER I Existing Anchor
- ' ----) Proposed Anchor
Existing Splice Box (5' X 10')
TH ST o� Proposed Splice Box (5' X 10')
i <*> Existing Hand Hole (24" X 13")
HST--- —_ — —___ Q Proposed Hand Hole (24" X 13")
Work Being Done At This Location
�_____�; %xX_r Work NOT Being Done At This Location
T
- BOND ALL METAL RISER CONDUITS ON POLES.
GROUND RODS (DCS G-3.0.1)
_ TOP MUST BE A MINIMUM OF 6 INCHES BELOW GRADE.
tin, ,-
CALL SUNSHINE #811
48 HOURS BEFORE YOU DIG
American Disabilities Act t
If pole placement location
does not meet the minimum
single point distance of 32"
from edge of curb or back of
sidewalk, contact your -
Production Lead, for further
Instructions. �__ 39iMin
LOCATE MARKINGS COLOR CODE
ELECTRIC WATER
YEuow GAS -OIL -STEAM SEWER
TEMP. SURVEY MARKINGS CABLE TV
WHITE PROPOSED EXCAVATION
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F+y
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Easement? [ ]
Tree work? [ I
Tree Access? [ ]
Tree Staking Req'd? [ ]
FPL,
Job Owner:
Julian Salcedo
M/A: ND
Township: 53 Range: 41 Section 01
Designer/Stake? [ ]
CT/Special [ ]
Work withSMO? [ ]
Survey/Stake? I I
Designer:
James Beltran
SS160H 803434 MIAMI SHORES-CAP-DSP OH FUSE INSTALL CIF
Loc's 1-58, 77-92
POLE LINE FT:
POLE LINE FT. ON TRANSM. POLES:
ANS
TRENCH FT:
DUCT BANK FT:
Dal(':
06/09/2016
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PERMIT REO'D
CITY [xJ
COUNTY RD [ J
COUNTY AIR [ ]
STATE RD [ ]
FAA [ I
Scale: 1" = 537'
803434 OHN MIAMI SHORES, MIAMI SHORES, 33150
WMD [ ]
RR XING [ ]
DR. DIST. [ ]
TRANSM. [ ]
0' 537' 1075'
Dwg No. 6785918_11x17 OH permit.xml
Map No. ACO267
Requested Tel. Co. Set Poles? [ J
Requested Tel. Co. Transfer? [ J
Request CAN Transfer? [ ]
WR: 6785918
Page 1 of 7
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[ ] INACCESSIBLE [X] 13KV [ ] FUTURE 23KV [ ] 23KV [ ] SALT SPRAY [ ] ROCK
FEEDERS:
MIAMI SHORES 03436
1
r 40/3 201 A 1 I
10/6 1955 J LOCATIONS 5, 5.53, & 5.54 � '� 2491 I j
Zt
nYl� POLES BEING REMOVED 3-900i4 RM
I ' B15 B#6 CU 13.2KV #1/10 T-N 1
34302 X
NO PERMIT REQUIRED I 4
8-7260-23 0-2-4 2 ' 40/5 '_ -- -- -
Notify Village 48 hours before and 3-900A INST g _ - - ----- ALLEY— - -
_
I 47�49 X ""
after construction at (305) 762-4949 j1 LOC 6 i. • • • •
• •
•
8-7260-239 -3-2 , ; —
.. • • • •
so 0
11—
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1 z 40/3 1967 J RM I
ie
ID •,•
I z i POLE, FRAMINGS, SWITCH,
•
.
•••.�
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' AND REL SL DONE UNDER ••••••
�.
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p _ WR# 6069014 j
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RECONDUCTOR DONE � � 3-900A INST LOC 5.52 CONT. •• •� '..'•:
I
•
1 UNDER WR# 6069 14 �.� 47447 POLE,! SWITCH AND FRAMINGS
6
l i ,
w i 1 18-7260-2388-3-4 INSTALLED UNDER
' WR# 6069014
11_
I FEEDER RSR INSTALLED
MOT", 605 & 660 .46' o } OC 5.52
40/2 J-RM ' UNDER WR# 6785920
! II 5/3H 8 KIP J INST
5-5.53 N) U-GRD 35' INST
3.1 LOC 5.53
I �� I
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Al O - 33 CSR 13.2KV #3/0 ACSR-N RM " —
1 5.53 3 # I,
' ! 1888 1--
6 A DPX RM
.. 5
2-2 A O\N
LO
3-1000A 25KV XPE INST 1 45/4 1955 J RM NW 91ST-ST -
2-6HDPE INST _ ' -
I 5.53-5.54 " �7--r-----�'�/��6"�M------ NW 91ST ST
------1---- - - - - - c° ' ' "-17'LD RM
4 60/3H 8 KIP J INST 1 MOT: 605 & 660
5" U-GRD 35' INST 1
3-900A INST 1 UG BORE INSTALLED
5.54 47448 UNDE�WR#-67859-20
-- -- -- -- � � 30/4 RM POLE, SWITCH, FRAMG , i
— -- -- GUYS, & ANCHORS
w
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MOT: 605 &660 INSTALLED UNDER ! o
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WR# 6069014
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FEEDER RSR INSTALLE
UNDER WR# 6785920 1 3- 568 ACAR 13.2KV #3/0 T- INST
1 3-336 ACSR 13.2KV #3/0 AC. R-N RM
AS -BUILT CREW PRINT
AS -BUILT COPY
Foreman's Signature Date
Initials Cert. Date
Job CERTIFIED COMPLETED as shown on this AS -BUILT print.
Material changes shown on ROS.
Easement? [ ]
Tree Work? [ ]
Tree Access? [ ]
Tree Staking Req'd? [ ]
Job Owner:
Julian Salcedo
M/A: ND
Townshi : 53 Ran e: 41 Section 01
p g
Designer/Stake? [ ]
CT/SpecialMlr? [ ]
Work withSMO? [ ]
Survey/Slake? [ [
Designer:
James Beltran
SS160H 803434 MIAMI SHORES-CAP-DSP OH FUSE INSTALL CIF
Supervisor's Signature Date
LOc'S 1-58, 77-92
POLE LINE FT:
POLE LINE FT. ON TRANSM. POLES:
TRENCH FT:
DUCT BANK FT:
Date:
06/09/2016
All required ground rods have been driven & verified to be within FPL
standards. Values are shown at all locations.
CITY [x]
COUNTY RD [ ]
COUNTY AIR [ ]
STATE RD [ ]
FAA [ ]
Scale: 1" = 40'
803434 OHN MIAMI SHORES, MIAMI SHORES, 33150
PERMIT REO'D
FPL�
WMD [ ]
RRXING [ ]
DR.DIST. [ ]
TRANSM. [ ]
0' 40' 80,
Dwg No. 6785918_11x17 OH permit.xml
Map No. AD0267
Requested Tel. Co. Set Poles? [ ] Requested Tel. Co. Transfer? [ ]
Request CAN Transfer? [ ]
W R: 6785918
Page 2 of 7
Foreman's Signature Dale
[ ] INACCESSIBLE [X] 13KV [ ] FUTURE 23KV [ ] 23KV [I SALT SPRAY [ ] ROCK
FEEDERS:
MIAMI SHORES 03434
274 NW 93RD ST
a - 290 NW 93RD ST
I
250 NW 93R
35/51�67 J
Notify Village 48 hours before and B50
] � I
....
after construction at (305) 762-4949 _ - - -7 3-#568 CAR 13.2KV #3/0 T-N Ly4 2698 • . • • • • ti
IKS '
• •
• •
3-65 INST • •' 0000 I
�o
8-72 0-2396-1- I �50:'i
....
PRIMARY RECONDUCTO ' `9' 2-2 A OW
....
LOCATION 8 � � �
DONE UNDER WR# 60690 4 _._ — O •.�..-. --
' AERIAL WORK ONLY
�I i ALL . � ... • �
NOTIFY ONLY 2 EYi _ • • • • _- «
I A25 (120/240V) R�VI 45/1 J INSST
..:.
• •
•
____ _ •. • • • •
i A25 (120/241 INST 8- 40/3 9967 J RM I
I
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! 8-7260---- D 1 POLE REPLACED UNDER ••••••
• •
•
h i LO 8 WR# 6069014 1
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, .. • • • •
55/12 KIP J INST �65 NW 93RD ST '..'
LOC 8 CANT.- ' 40/ 1967 J RM
--PfTLE; FRAMTNGS, AND TX ; INS ALL OH FUS
z
! INSTALLED UNDER MO : 605
I
30/6 1955 J WR# 6069014 `�
!
i I ' —,
I 273 NW �3RD ST
o ; 0 289 NW 92ND ST
D
1 i
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D' ti 1
X �oc 7
LOC 7 CONT. , 1 40/3 1971 J
__-_
I __-POL-E; SWITCH; LA� 5 /3H 8 KIP J INST
'
FRAMINGS INSTALLED ----
1 5' 1-GRD 35` INST !
-FN
1995 UNDER WR# 6069014� FNC -- ' * ' ' ' ' 'I'
' ' '
A50 FEEDER RSR INSTALLED 1 a ® • -- -] -]- • FNC -
UNDER WR# 6785920 , 2-6" HDPE INST
i
A2 T 3�/5 1958 J 3-1000A 25KV XPE INST
3-90 UG BORE INSTALLED
47450 U N R W-R#-67-920- 85-
D E
NW 92ND ST ' 8-7260-2394Q-Z.- - - -
_-N-III/-92ND--ST - -
_
Q
4568 ACAR 13.2KV #3/0 T-N INST
-- 4568 ACAR 13.2KV #3/0 T-N RM
I'
AS -BUILT CREW PRINT
AS -BUILT COPY
Initials Cert. Date
Foreman's Signature Date
Job CERTIFIED COMPLETED as shown on this AS -BUILT print.
Material changes shown on ROS.
Easement? [ ]
Tree Work? [ ]
Tree Access? [ ]
Tree Staking Req'd? [ ]
Job Owner:
Julian Salcedo
M/A: ND
Township: 53 Range: 41 Section 01
p 9
Designer/Stake? [ ]
CT/Special Mtr? [ ]
Workwith SMO? [ ]
Survey/Stake? (]
Designer:
James Beltran
SS160H 803434 MIAMI SHORES-CAP-DSP OH FUSE INSTALL CIF
Supervisor's Signature Date
LOc'S 1-58, 77-92
POLE LINE FT:
POLE LINE FT. ON TRANSM. POLES:
TRENCH FT:
DUCT BANK FT:
Date:
06/09/2016
All required ground rods have been driven & verifed to be within FPL
standards. Values are shown at all locations.
CITY [X]
COUNTY RD [ ]
COUNTY AIR [ ]
STATE RD [ ]
FAA [ ]
Scale: 1" = 40'
803434 OHN MIAMI SHORES, MIAMI SHORES, 33150
PERMIT REO'D
WMD [ ]
RRXING [ ]
DR. DIST. [ ]
TRANSM. [ ]
0' 40' 80,
Dwg No. 6785918_11x17 OH permit.xml
Map No, AD0267
FPLR
Requested Tel. Co. Set Poles? [ ] Requested Tel. Co. Transfer? [ ]
Request CAN Transfer? [ , -
W R: 6785918
Page 3 of 7
Foreman's Signature Date
FEEDERS: MIAMI SHORES 03434
[ ] INACCESSIBLE [XI 13KV [ ] FUTURE 23KV [ ] 23KV [ ] SALT SPRAY [ ] ROCK
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OH RECOI DUCTOR N ; 3-#5q8 ACAR 13.2KV #3/0 T-N INST
AnDAY!
I 166 NW 93RD
ST
DONE UNDER R# 606 014
3-#5 8 ACAR 13.2KV #3/0 T-N RM
�190
' NW 93RD ST 174 W 93RD ST
1 I
! A50 (120/24OV) RM
I ' '
i
� 9234 NW 2ND AVE
- - i
� ' C50 (1201240V) INST
=
TRANSFER TRIPSAVER
I 8-7260-3998-0-3
FROM LOC 19 TO LOC 18
212 NW�93RD ST
- - 17-18
B50 (120/' 40V) RM
I C30 T�2 I T _
8-7260 42 9-0-7 18-19
C30 TS2 RM I
B50 (120/2 OV) INST
8-7260-4098-0-9 i
C
{ 8-7260- 398-0-1 1-9/16" NST
32 68 ACAR 13.2KV #3/0 T-N RM
I 3-#568 ACAR 13.2KV 3/0 T-N
��;; — C#1/0 T 13.2KV #1/0 T-N INST
. 1-5/16" FGIS RM
75, I
_
`21
2-2AOW ---
-
--
75'
-
-- - -
18 19 LOC 19.5
_ 17
----_-�tLEY-
z
45/1 J INST
I 1F8---
LOC 19 POLE AND FAMIN
_
_
_ 40/3 1967 J = �t4 t�65 J RNf-
-
Z �_ ;55 H 8 KIP J INST
� 145/ 1967 J RM
45/1 J INST INSTALLED UNDE
" WR# 6069014
INSTALL: 9/16 SPA
� �
2 U-GRD 20
j 9200 N 92ND ST GUY GOING EAST 1
D S R LOCATED FROM LOC 19
I<
40/4 1967 J RM I
' RVM: FAMINGS A D
m ECO DUCTOR TO C PHASE
' AST LOC 19
RELOCATE TS TO LOC 19 165 NW 92ND
CONDUCTORS GOING EAST
POLE, FAMINGS, GUYS,
POLE, FAMINGS,
I AMIN S AND
AND ANCHORS INSTALLED
- AND 5/16 SPAN GUYS . - -66'
-� 0 4 ONDUCTORS GOING WEST
UNDER WR# 6069014
X
n.,
INSTALLED
- - 215 NW 92ND ST UNDER R# 606901�
- OLE, FRAMINGS, AND LA
L C 18.5
MOT: 602
p
MOT60/3
INSTALLED UNDER
8 �(IP INST
Q
!25 NW 93RD ST I T
� 5 U-
R# 6069014
RD 35 INST '
1
- OOA INST 'MOT: 605 & 660
7451
8-7
6 -379 -0-5 I
I
U,G BORE INSTALLED4n PO
E SWI CH \.
UNDER WR# 6785920 FRAM
f�S, G YS,
A
D NC OR
-- FNC .].ow INST L UND 40/5 1965 J
189 NW 92ND ST
FNC =-]=--=E}--•�• FNC •-]---I---�--+-
W
60690
3-1000A 25KV XPE INST FEEDE SR I TALLED
DER W 6785920 NW 92ND ST
—
NW 92ND ST _ -
- LOCATIONS 17, 18, & 19
AERIAL WORK ONLY
Notify Village 48 hours before and
I __ -- -- -----I
NOTIFY ONLY
i
after construction at (305) 762-4949
AS -BUILT COPY
Foreman's Signature Date I Initials Cart. Date
To 5!2KV #1 /G T-N
• sob***
"" 150'
I;10'r3A'LD
' ;
INACCESSINLC
MOT: 602
5 NW 92ND ST
Job CERTIFIED COMPLETED as shown on this AS -BUILT print.
Material changes shown on ROS.
Easement? [ ]
Tree Work? [ ]
Tree Access? [ ]
Tree Staking Req'd? [ ]
Job Owner:
Julian Salcedo
M/A: ND
Township: 53 Range: 41 Section 01
p g
Designer/Stake? (]
CT/Special Mtr? [ ]
Work with SMO? [ ]
Survey/Stake? [ ]
Designer:
James Beltran
SS160H 803434 MIAMI SHORES-CAP-DSP OH FUSE INSTALL CIF
Supervisor's Signature Date
10
LOc'S 1-58, 77-92
POLE LINE FT:
POLE LINE FT. ON TRANSM. POLES:
TRENCH FT:
DUCT BANK FT:
Date:
06/09/2016
All required ground rods have been driven & verified to be within FPL
standards. Values are shown at all locations.
PERMIT REO'D
CITY [X]
I
COUNTY RD [ ]
1
COUNTY AIR [ ]
STATE RD [ ]
FAA [ ]
Scale: 1" = 40'
—
803434 OHN MIAMI SHORES, MIAMI SHORES, 33150
WMD [ ]
RRXING [ ]
DR. DIST. [ ]
TRANSM- [ ]
0' 40' 80,
Dwg No. 6785918_11x17 OH permit.xml
Map No. ACO267
FF)LQ.
Requested Tel. Co. Set Poles? [ ] Requested Tel. Co. Transfer? [ ]
Request CATV Transfer? [ ]
W R: 6785918
Page 4 of 7
Foreman's Signature Date
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[ ] INACCESSIBLE [X] 13KV [ ] FUTURE 23KV [ ] 23KV [ ] SALT SPRAY [ ] ROCK
FEEDERS:
MIAMI SHORES 03434
j 1501NW 94TH ST 142 NW 94T
174 NW 94TH ST
I, I
jj
10
�tD!i
A37
2326 3906
1T-11,RM
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#568 ACAR 13.2KV #3/0 i BREAK!
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23 I 83 -#568
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- FNC + 2-6.'I•iDRE INST....
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RVM: FRAMING, JUNIPER, D __ -- ---------t�G BORE-1NSTALLED
I -- LOC 26 3-1000A?..AKV XP��INST
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OH PRI CONDUCTOR COOING A T _ _� UNDER WR# 60690,14
�NSTA 45/2 i INST OC 27 ., .. ..
..
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POLE AND FRAMINGS L D 1� 40/4 i
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-- 4 4�2 to NW 93RD ST
8-72fi1-360 -2+3 -� 1-7116" FGIXiINST
1-7/16" FGILINST 165 NW 93RD ST
3-600A R I 4014 J RM LOCATION 26
10"-19'LD RM I
II
8-72 1 -36030 ' 10"-24'LD RM POLE BEING REPLACED
' DCS: E-5.9''.0 F2 Notify Village 48 hours before and
t !an� REL SL NO PERMIT REQUIRED
after construction at (305) 762-4949
LOC 2.5 CO T MOT: 602
1 LOC 22.5
POLE, FRAMINGS, AN SW IT H
INSTALLED UNDER W # 6069 1 '5-/3H 8 KIP J INST
FEEDER RSR I STALL D 5"�U-GRD 35INST._
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40/4 1967 J RM NW 93RQ_L _ - - - -
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; AERIAL WORK ONLY !
NOTIFY ONLY
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-
PAGE 4
AS -BUILT CREW PRINT
AS -BUILT COPY
Foreman's Signature Date
Initials Cert. Date
Job CERTIFIED COMPLETED as shown on this AS -BUILT print.
Material changes shown on ROS.
Easement? [ ]
Tree Work? [ ]
Tree Access? [ ]
Tree Staking Req'd? [ ]
Job Owner:
Julian Salcedo
M/A: ND
Townshi : 53 Range: 41 Section 01
p g
Designer/Stake? [ ]
CT/Special Mir? [ ]
Work withSMO? [ l
Survey/Stake? [ ]
Designer:
James Beltran
SS160H 803434 MIAMI SHORES-CAP-DSP OH FUSE INSTALL CIF
Supervisor's Signature Date
LOc'S 1-58, 77-92
POLE LINE FT:
POLE LINE FT. ON TRANSM. POLES:
TRENCH FT:
DUCT BANK FT:
Date:
06/09/2016
All required ground rods have been driven &verified to be within FPL
standards. Values are shown at all locations.PERMIT
[x]COUNTY
RD [ ]
COUNTY AIR [ ]
STATE RD [ J
FAA [ ]
Scale: 1= 40'
803434 OHN MIAMI SHORES, MIAMI SHORES, 33150
REO'D
FPL7
[ ]
Tz
RRXING [ ]
DR. DIST. [ ]
TRANSM. [ ]
kquest
o' 40' 80'
Dwg No. 6785918_11x17 OH permit.xml
Map No. ACO267
Requested Tel. Co. Set Poles? [ ] Requested Tel. Co. Transfer? [ ]
CAN Transfer? [ ]
WR: 6785918
Page 5 of 7
Foreman's Signature Date
N
0
n
[ ]INACCESSIBLE [X] 13KV [ ]FUTURE 23KV [ ] 23KV [ ]SALT SPRAY [ ]ROCK
FEEDERS:
MIAMI SHORES 03434
It
; I Notify Village 48 hours before and ; LOC 44 POLE To EOP ]'
_
POLE TO RO
after construction at (305) 762-4949 GUY AND ANCHOR BEING
nDAY! ' INSTALLED �l
Rw MOT 602 44
U0
POLE INSTALLED ¢'
R[
ON WR 6069014 ' I
I EOP n20 ••••••
1 I�
__ ___C7
I I I I i I R/W — — • -"-i-----
•
I - - - - - - - '-------------------- -- • • *MSS •
27.5'
••
••
---- .---- R/W------ - - - - - I `------- GRASS .
••
••
EOP
EOP • • : • NiE 94TH S1
•
••
'
I i 75EOP
_ _� ._ •
--- -- - _ MOT 602, 660 '— -' ',`
•
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NW 94TH ST _ . ,_ EOP 0 *:,
_ _ �._ . GRAss
—,
GRASS •• • ••••
..
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27.5' 22
EOP /-----------' • •-----
----- 5WALK
---
--------- - -
�-® - 4 46
I POLE INSTALLED I I
_ _ _ _ _ _ _ �, - , ,-' ,' .
3'
❑ - - - - I MOT 602, 660
ON WR 6069014
1 1 1
- R/W - * *
38 i POLE INSTALLED t I ! 1 't' LOCATIONS 45 & 46
MOT 602 I ON WR 6069014 ® I POLE BEING REMOVED
LOC 43.5
EOP GUY AND ANCHOR BEING NO PERMIT REQUIRED
R/W EOP INSTALLED yi
POLE INSTALLED ON WR 6069014 W
11 POLE INSTALLED ; ; �, '� MOT 602, 660
ON WR 6069014 ; I
i LLI
- - - - - - - - - - >,
-- - - ; I——----------i
I 1 I——-------- i � 1-- 1 R/W I
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I
_------------
®
LLEY
I I I I I --
------------------------- i
LOCATIONS38&47 MOT6o2 ____________________
ALLEY EOP AERIAL WORK ONLY C/L
U
o
---- - ; NO PERMIT REQUIRED
--------------
I EOP
L_ ___--______
I
AS -BUILT CREW PRINT
AS -BUILT COPY
Foreman's Signature Date
Initials Cert. Date
Job CERTIFIED COMPLETED as shown on this AS -BUILT print.
Material changes shown on ROS.
Easement? [ ]
Tree Work? [ ]
Tree Access? [ ]
Tree Staking Req'd? [ ]
Job Owner:
Julian Salcedo
M/A: ND
Townshi : 53 Ran e: 41 Section 01
p g
Designer/Stake? [ ]
CT/Special Mtr? [ ]
Work with SMO? [ ]
Survey/Stake? [ i
Designer:
James Beltran
SS160H 803434 MIAMI SHORES-CAP-DSP OH FUSE INSTALL CIF
Supervisor's Signature Date
19
LOc'S 1-58, 77-92
POLE LINE FT:
POLE LINE FT. ON TRANSM. POLES:
TRENCH FT:
DUCT BANK FT:
Date:
06/09/2016
All required ground rods have been driven & verified to be within FPL
standards. Values are shown at all locations.
CITY [x]
COUNTY RD [ ]
COUNTY AIR [ ]
STATE RD [ ]
FAA [ ]
Scale: V = 40'
803434 OHN MIAMI SHORES, MIAMI SHORES, 33150
PERMIT REO'D
WMD [ ]
RR XING [ ]
DR. DIST. [ ]
TRANSM. [ ]
0' 40' 80,
Dwg No. 6785918_11x17 OH permit.xml
Map No. AD0268
FPL*
Foreman's Signature Dale
Requested Tel. Co. Set Poles? [ ]
Requested Tel. Co. Transfer? [ ]
Request CAN Transfer? [ ]
WR: 6785918
Page 6 of 7
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LFEEDERS:
MIAMI SHORES 03434
150 NE 94TH ST (BC - RM 3 - INST)
_ j LA i
i nDAY! I 170 NE 94TH S i
I,BC65
�'I _ KS INST i
A56 A25 (120/240V) RM I _' "-
A65 TS28107
(120/24OV) INST I
I
LOC 58 CONT.3-#568 ACAR 13.2KV #3/0 T-N ' �8-7261-66016-0-2
8-7261-8307-0-2
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1041 65 LOC 58 INSTALL: BC OH FUSE 900001
i4512 J INST A 0 TS RELOCATED FRO LOC 47L • ••••
•.
BREAK 1 _ — 40/3 1967 J RM POLE, FRAMINGS, GUYS, NCHOR, •• ••••�
••
, __, , J.
97_ PRIMARY RECONDUCT R NG, AN •SL
•
57 58 DONE UNDER WR# 606901
t
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40/3 1967 J 40/3 1984 J _ ---2�� 57 • • y __
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-- 4511 J INST '; w OC 78 �••+ •�
-- VIC 20
I I
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40/3 1967 J RM it •••••• ••�
1 5/2 J INST I
w
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DCS: 1-40.0.0 F1 Co 0/2 J RM ' ••••••
i
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sl • w I
i MOT: 602 �1OLE, FRAMINGS, AND REL SL •
w
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. ..,.
j 151 NE 93RD ST DONE UNDER WR# 6069014 I Z ;` ••�
II I rn •••
� 1 I r
••
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1117 NE 93RD ST 131 NE 93RD ST Z
I -9 I < I i
4t
I o I I rn
i z I LI C 77 45/2 2003 J RM I
59/3H 8 KIP J INST 10"-33�LD RM
LOCATION 57 LOCATION 58 3-600A RM MH-25'LD INST 1-5/16 RM i
POLE BEING REPLACED AERIAL WORK ONLY I 3-900A INST 1-0 116" INST 10"-27'LD RM I
NO PERMIT REQUIRED NOTIFY ONLY 343215 1 "-20'LD INST 1-5/16" RM
`�
8-7261-8607-5-0 1 7/16" INST DCS: C-5.0.0 F1
MOT6115,_660____-/� I
_ = I POLE, FRAMINGS, SWITCH, GUYS, ANCHORS
" I REPLACED UNDER WR# 60690
D
_D I 0
NE 93RD ST
�-Co
�JE 93RD ST : C
Notify Village 48 hours before and
after construction. at (305) 762-4949
z I i
I
I I 1 I
I i
I I i
a
AS -BUILT CREW PRINT
AS -BUILT COPY
Foreman's Signature Date
Initials Cert. Date
Job CERTIFIED COMPLETED as shown on this AS -BUILT print.
Material changes shown on ROS.
Easement? [ ]
Tree Work? [ ]
Tree Access? [ ]
Tree Staking Req'd? [ ]
Job Owner:
Julian Salcedo
M/A: ND
Township: 53 Range: 41 Section 01
Designer/Stake? [ ]
CT/SpecialMtr? [ ]
Work withSMO? [ ]
Survey/Stake? [ ]
Designer:
James Beltran
SS160H 803434 MIAMI SHORES-CAP-DSP OH FUSE INSTALL CIF
Supervisor's Signature Dale
LOc'S 1-58, 77-92
POLE LINE FT:
POLE LINE FT. ON TRANSM. POLES:
TRENCH FT:
DUCT BANK FT:
Date:
06/09/2016
All required ground rods have been driven & verified to be within FPL
standards. Values are shown at all locations.
CITY [x]
COUNTY RD {]
COUNTY AIR [ ]
STATE RD [ ]
FAA [ ]
Scale: 1" = 40'
803434 OHN MIAMI SHORES, MIAMI SHORES, 33150
PERMIT REO'D
�PL.
WMD [ ]
RRXING [ ]
DR. DIST. [ ]
TRANSM. [ ]
0' 40' 80'
DWg No. 6785918_11x17 OH permit.xml
Map No. AB0267
Requested Tel. Co. Set Poles? [ ] Requested Tel. Co. Transfer? [ ]
Request CAN Transfer? [ ]
W R: 6785918
Page 7 of 7
Foreman's Signature Dale
ROAD
WORK
END
ROAD WORK
41
A
•
SPEEDING FINES
DOUBLED
WREN WORKERS
PRESENT
DISTANCE BETWEEN SIGNS
Speed
Spacing (ft.)
A
B
40 mph or less
200
200
45 mph
350
350
50 mph or greater
500
500
Midway between signs.
SYMBOLS
® Work Area
■ Channelizing Device (See Index No. 600)
Work Zone Sign
Lane Identification + Direction of Traffic
ROAD
WORK
AHEAD
A
■�
B Taper Length = V3L Work Area
. ff '1�//"
I
I
See Table 11 \E N D
ROAD WORK
Device Spacing -Taper Device Spacing -Tangent 500'
See Table I See Table I
Table I
Device Spacing
Max. Distance Between, Devices (ft.)
Type I or Type II
Speed
Cones or
Barricades or Vertical
(mph)
Tubular Markers
Panels or Drums
Taper
Tangent
Taper
Tangent
25
25
50
25
50
30 to 45
25
50
30
50
50 to 70
25
50
50
100
GENERAL NOTES
1. When four or more work vehicles enter the through traffic lanes in a one hour
period or less (excluding establishing and terminating the work area), the advanced
FLAGGER sign shall be substituted for the WORKERS sign. For location of flaggers
and FLAGGER signs, see Index No. 603.
2. SHOULDER WORK sign may be used as an alternate to the WORKER symbol sign only
on the side where the shoulder work is being performed.
3. When a side road intersects the highway within the TTC zone, additional TTC
devices shall be placed in accordance with other applicable TCZ Indexes.
4. For general TCZ requirements and additional information, refer to Index No. 600,
DURATION NOTES
1. Signs and channelizing devices may be omitted if all of the
following conditions are met:
a. Work operations are 60 minutes or less.
b. Vehicles in the work area have high -intensity, rotating,
flashing, oscillating, or strobe lights operating.
Y •
!
•
Table II ; ' ;
Taper Length - S ul r
Speed
(mph)
•f
Y3L (ft)
•
Notes
8'
Shldr.
70,
Shldr.
12,
Shldr.
25
28
35
42
L= WSz
60
30
40
50
60
35
55
68
82
40
72
90
107
45
120
150
180
L=WS
50
133
167
200
55
147
183
220
60
160
200
240
65
173
217
260
70
187
233
280
8' minimum shoulder width
V3L = Length of shoulder taper in feet
W = Width of total shoulder in feet
(combined paved and unpaved width)
S = Posted speed limit (mph)
CONDITIONS
WHERE ANY VEHICLE, EQUIPMENT,
WORKERS OR THEIR ACTIVITIES
ENCROACH THE AREA CLOSER
THAN 15' BUT NOT CLOSER THAN
2' TO THE EDGE OF TRAVEL WAY.
LAST ZO DESCRIPTION: 2016 INDEX SHEET
REVISION FDOT TWO-LANE, TWO-WAY, WORK ON SHOULDER 602 1 of 1
07101115 DESIGN STANDARDS
GENERAL NOTES
SYMBOLS
® Work Area
■ Channelizing Device (See Index 600)
Work Zone Sign
CR Required Locations For Either Temporary
Or Permanent Curb Ramps.
Lane Identification + Direction of Traffic
Pedestrian Longitudinal Channelizing Device (LCD)
with Mounted Work Zone Sign
0-9 Pedestrian Longitudinal Channelizing Device (LCD)
G U)
O 0
m m
O y
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CIV3HV
03SO10 AIVM301S
03SO10
NIVM101S
1. Route pedestrian traffic around work areas when construction
activities encroach on the sidewalk for more than 60 minutes
using the devices and remedies shown on this Index. Use project
specific designs for scenarios not included on this Index.
2. For spacing of traffic control devices and general TCZ
requirements refer to Index 600. The maximum spacing between
barricades, vertical panels, drums or tubular markers is 25'.
3. Use delineators on longitudinal channelizing devices separating
the work area from vehicular traffic.
4. Cover or deactivate pedestrian traffic signal
display(s) controlling closed crosswalks.
5. Post mounted signs located near or adjacent to a sidewalk must
have a 7' minimum clearance from the bottom of sign to the
surface of the sidewalk.
6. When construction activities involve sidewalks on both sides of
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.
0
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0 Q =
Y
_ U)
ROAD
Q
w¢
WORK
o
AHEAD
LL O
LP
SIDEWALK CLOSED
Z1f1013a
USE OTHER SIDE x
tm
a
ROAD C
WORK
AHEAD
CROSSWALK CLOSURE AND
PESESTRIAN DETOUR
7. Provide a 5' wide temporary walkway, except where space restrictions warrant
a minimum width of 4'. Provide a 5' x 5' passing space for temporary walkways
less than 5' in width at intervals not to exceed 200'.
B. Provide a cross -slope with a maximum value of 0.02 for all temporary
walkways.
9. Temporary walkway surfaces and ramps must be stable, firm, slip resistant, and
kept free of any obstructions and hazards such as holes, debris, mud,
construction equipment and stored materials.
••••
10. Remove temporary walkways immediately after reopening of•the Lidewalke 444,s
otherwise noted in the plans. •••• ••••
11. Meet the requirements of Index 304 for temporary curb rare j j.:•• •
12. Place pedestrian longitudinal channelizing device(s) across Ohe full# width:* tks •
closed sidewalk. For temporary walkways, similar to the Sidewalk Diversion,
place LCD's to delineate both sides of the temporary walkway:••: ••••
of •• ••
•••••• •
••••••
• • •
• • •
SIDEWALK DETOUR
SIDEWALK DIVERSION
I,VM>IIVM
�C NVI211S343d
fs PEDESTRIAN
WALKWAY
ROAD
WORK
AHEAD
LAST
2
o
DESCRIPTION:
2016
INDEX
SHEET
REVISION
FD®T
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NO.
NO.
07101115
w
�"- DESIGN STANDARDS
660
1 of 1
cc