PW-5-16-1252, 10050 NE 2nd Ave(3i)#0.i,"i-.
Miami Shores Village
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10050 N.E. 2nd Avenue NE
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Miami Shores, FL 33138-0000
Phone: (305)1195-2204
Permit NO. PW-5-16-1252
Permit Type: Public Works
Pe
r� Work Classification, Public Works
Permit Status: APPROVED
Issue Date: 611812016 1 Expiration: 07/25/2017
Project Address Parcel Number
10050 NE 2 Avenue Number: Misc Streets 1132060131960-1
Miami Shores, FL 33138-0000 Block: Lot:
Owner Information Address
MIAMI SHORES VILLAGE 10050 NE 2 Avenue
MIAMI SHORES FL 33138-2304
Contractor(s) Phone Cell Phone
FPL
nning 3
="
Fees Due
Amount
CCF
$0 00
OBFR Fee
$0 00
DCA Fee
$0 00
Ecucatior Surchaige
$0 00
Perna Fee
$0 00
Scanrnnc Fee-
$0 00
Technology Fee
SC 00
Total:
$0.00
Applicant
MIAMI SHORES VILLAGE
Phone Cell
305/751-1271
Valuation: $ 422,646.00
Total Sq Feet: 0
Pay Date Pay Type Amt Paid Amt Due
Invoice # PW-5-16-59718
$ 0.00
Available Inspections:
Inspection Type
Final
Excavation
Review Building
Applicant Copy
For Inspections, Call (305) 762-4949 or Log on at https://bldg.miamishoresvillage.com/cap/.
Requests must be received by 3 pm for following day inspections.
NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER
additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT
the public records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES.
.._
J, 2017
anuary 25- -----— .._ _ ---
2
FPL WR # 6069014
Qa i Shores Viflage Y c-177M
PubHc Works Department MAY 10 2016
10050 N.W. 2 Avenue, Miami Shores, Florida 33138
�Y.
Tel: (305) 795.2204 Fax: (305) 756.8972
Public Works
Permit Application
FBC 2004
UTILITY
!'c'.:R-TYPO: Public Works WATER
Owner's Name (Fee Simple Titleholder) Florida Power & Light
Owner's Address 4200 West Flaaler St
Permit No. Tw 66 V i zS z
Phone #: 305-529-6120
City Miami State Florida Zip 33134
Tenant/Lessee Name N/A Phone # N/A
NW 3 AVE BET NW 91 ST & NW 92 ST, NW 3 AVE SET NW 92 ST & NW 94 ST, ALLEY E/O NW 92 ST, NW 2
AVE BET NW 92 ST & NW 93 ST, ALLEY W/O NW 92 ST & E/O NW 92 ST,NW 2 AVE BET NW 93 ST & NW 95
ST, ALLEY BET NW 93 ST & NW 95 ST, NW 94 ST BET N MIAMI AVE & NW I AVE,NE 94 ST BET N MIAMI
Job Address (where the work is being done) AVE & NE 1 AVE, ALLEY W/0 NE 94 ST, ALLEY BET NE 94 ST & NE 95 ST
City Miami Shores Village County Miami -Dade Zip
Is Building Historically Designated: Yes N/A No N/A
Utility's
GeHlraster's Company Name FLORIDA POWER AND LIGHT COMPANY Phone #: (305) 442-5150
Utility's
Gentraster'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: S 422, 646.
Phone #: 305-442-5118
Lineal Footage Of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Describe Work: INSTALL 20 POLES, REPLACE 13 POLES, INSTALL 9 ANCHORS, REPLACE 4 ANCHORS
Submittal Fee $
Notary $
Scanning $
Code Enforcement S
Total Fee Now Due $
(Continued on opposite side)
.................... Fees ........ ,.....
......
Permit Fee $ OiAU CCF $ _
Training/Education Fee $
Radon $ Zoning
Structural Plan Review S
Technology Fee $
CO/CC
Bond S
..
-- - , i . ' 1
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 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 pemut 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. hr the absence of uch posted notice, the inspection will not be
approved and a reinspection fee will be charged. 1 ; , /1 n
Signature N/A Signature
Owner or Agent
Utility Representative /-Gentfaetef
The foregoing instrument was acknowledged before me this 9th day of May , 20 16 , by
Ivette Cho , who is personally known to me or-who-has-predueed N/A as
Identification, artb who-did/did not take an oath.
NOTARY,PVS,L�C( , r \ ! NOTARY PUBLIC:
Sign:
Print: Marcia Del Toro
0
Sign:
Print:
My Commissi i -" Tres MARCIA DEL TORO My Commission Expires
a
llotary Public - State of Florida
Commission #t FF 913576
M�yWcomm.
fhouphExpires
M00naleNotaryAssn.
I a a a a a D a a a a a 9 0 a a a a a a a a 9 a a a a a a 0 0 0, a a a O a a a a a a a a a a a 0 a a a a 9 a a 9 a a a D a a a a a a 0 0 a 0 a 0 a a a 0 0 0 a 0 0 a
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
FPL PROCESS #:
(Need to hand carry permit)
May 9, 2016
Miami Shores Village
Attn.: Mr. Norman Bruhn
Director of Building Department
10050 N.E. 2 Avenue
Miami Shores, Florida 33138
Mr. Bruhn:
SUBJECT: WR# 6069014
[k- i 2�52
MAY 10 2016
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. Alicia Hernandez at 305-770-
5382. Otherwise, advise me of your approval avia e-mail @ Maridalia.Mor__gan(Wpl.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,
Permit Coordinator
....... . .. ..
. ......... .
.. ... .. . . . ..
. ... . ... . .
. . . . . . . . . .
.. . . . . . . .. . .
. .. .. .. ...
. . . . . . . . . .
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... . . . ... . .
42uU ,F ' Street, ,
=rw'
August 02, 2017
Miami Shores Village
Attn.: Mr. Arlenis Silvera
Director of Building
Department 10050 N.E. 2
Avenue
Miami Shores, Florida 33138
Dear Ms Silvera:
SUBJECT: FPL WR# 6069014
Dear Arlenis:
E)L
PERMIT# PW516-1252
FPL requests the subject permit to be extended, since this project was not completed by
the expiration date of 7/25/2017.
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,
Viviarn, i€red f 1.
If you have any questions, please call me at 305-442-5680.
Thank you,
FPL
Attn.: Viviam Pineda
Permit Cordinator
4200 W. Flagler Street — EMP/LFO
Miami, Florida 33134
Very truly yours,
Permit Coordinator
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Page 1 of 11
Cover Sheet: WR#6069014
[X] INACCESSIBLE [X] 13KV [ ] FUTURE 23KV [ ] 23KV [ ] SALT SPRAY -1 [ ] ROCK
r FOR MAINTENANCE 4 r
MIAMI-DADE COUNTY
* NCE JOBS ONLY, AND LANE 2--- �0�j irE r
CLOSURE IS REQUIRED, ADD NOTE: FAX j
WORK INFORMATION FORM TO GERARD 0
CADET TO REQUEST LANE CLOSURE PERMIT ---- ----
AT (305) 375-2178 W
* RESTORE AREA WITHIN 30 DAYS OF
COMPLETION — —
* REQUEST FINAL INSPECTION ON-LINE: I
WWW.MIAMIDADE.GOV/INSPECTIONREQUEST/ �—
DEFAULT2.ASPX -- -- _ —
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I II FPL CONSTRUCTION LEGEND
I I I O PROPOSED WOOD POLE
E >41
I I' I I U • EXISTING WOOD POLE
I
I� I '[ _m �(} - - TH ST [IPROPOSED CONCRETE POLE
0 EXISTING CONCRETE POLE
-- I I I [ X PROPOSED AT&T POLE
I 0 EXISTING AT&T POLE
NOTIFY VILLAGE OF MIAMI SHORES 48 cIL I 0 EXISTING STUB POLE
V1-.- J 0 PROPOSED WOOD TRANSMISSION POLE
HOURS BEFORE AND AFTER CONSTRUCTION __ __ , g • EXISTING WOOD TRANSMISSION POLE
AT (305) 762-4949 I o PROPOSED CONCRETE TRANSMISSION POLE
I I 0 EXISTING CONCRETE TRANSMISSION POLE
I 1 --) PROPOSED ANCHOR
- NOTIFY VILLAGE OF EL PORTAL 5 DAYS BEFORE CONSTRUCTION.
--) EXISTING ANCHOR
® PROPOSED SPLICE BOX 5' X 10'
m EXISTING SPLICE BOX 5-X 10'
_-
I
- FOR ALL LANE CLOSURES, CALL OFF -DUTY POLICE AT (305) 795-7800
P ROPOSED HAND HOLE (24"X 13")
REQUEST FINAL INSPECTION COMPLETION AT (305) 762-4949
t1
I
EXISTI-
®
WORK
Q WORK BEING DONE AT THIS LOCATION
GNGD HAND HOLE 124 THIS
® WORK" NOT' BEING DONE AT THIS LOCATION
r-
Easement? [ I Tree Work? IX] Tree Access? [ I
Designer/Stake? [XI CT/Special Mtr? (] Work with SMO? ( ]
POLE LINE FT: POLE LINE FT. ON TRANSM. POLES: TRENCH FT:
CITY [X] COUNTY RD [X] COUNTY AIR [ ] STATE RD [ ]
PERMIT RECI D
WMD [ ] RR XING [ ] DR. DIST. [ I TRANSM. [ ]
Requested Tel. Co. Set Poles? [ ] Requested Tel. Co. Transfer? [X]
Tree Staking Req'd? [ ]
Survey/Stake? I ]
DUCT BANK FT:
FAA [ ]
Request CAN Transfer? [ ]
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.
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.
GENERAL GROUNDING, GUYING, AND U-GUARD NOTES
BOND WIRE (DCS D-2.0.0, FIG. 1 - 3 AND D-7.0.0, DETAIL
A AND B)
- 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
BOND IF GROUND RODS ARE REQUIRED 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
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)
- BOND ALL METAL RISER CONDUITS ON POLES.
GROUND RODS (DCS G-3.0.1)
- TOP MUST BE A MINIMUM OF 6 INCHES BELOW GRADE.
NW 98th St NIL 98111 St
NW 9 t1h St NE 97th St
NW 9601 511 NE 96th St
NE 95th St
NW gSNI St m
_EL
NW 94th St 3 NE 94111 S1
N a1 m
NW 93rd St NW 93rd St NE 93rd St
NW 9211d St t_
Nw 97rut St t NE 92nd St
NW 91 st St NW 91 st 5t NE 91 of St
z NW 90th St NE 901h St
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CJOr. gle � NCl.,lop d sta ��015 Goo4
PLEASE BE ADVISED THAT RECEIPT OF THIS DRAWING AND/OR
SURVEY, WHICH IS AN APPROXIMATION, DOES NOT RELIEVE YOU
OF ANY STATUTORY OBLIGATIONS, INCLUDING THE PROVISIONS
CONTAINED IN SECTION 556, FLORIDA STATUTES.
CALL 811 (Sunshine811) PRIOR TO ANY EXCAVATION
ACTIVITIES
CONSTRUCTION NOTES:
- FRAMING IS BASED ON THE POWER SYSTEMS DISTRIBUTION
CONSTRUCTION STANDARDS (DCS MANUAL).
ALL POLES TO BE SET PER DCS D-3.0.0 UNLESS NOTED OTHERWISE.
SET POLES WITH BRANDING FACING THE STREET WH71L�tRPOSSIBLE.
INSTALL TLM TAGS AS INDICATED ON Pill **so
• • • • •
-TAG FUSE SIZE ON POLE AS INDICATE[? WWtP:WING. 0 Goo
-CHECK VOLTAGE ROTATION AND CONTINUITY AT EACI4TRP,N9FORME•R •
AND RISER LOCATION. •••••• •• • ••• •
• • •
- MOT'S ARE CALLED OUT PER CRITERIA•OFiFag011 POLE BEING SET • • • • • •
OR/AND REMOVED.
- FOR MAINTENANCE JOBS ONLY, AND LAME CL09URE IS •RPQOIR*D, ADD .....
NOTE: FAX WORK INFORMATION FORM TOt3�R�RD CADET TO REQUEST • •
LANE CLOSURE PERMIT AT(305)375-2178•••••• •••• ••• •
RESTORE AREA WITHIN 30 DAYS OF CO % Ipt • •60*416411,
REQUEST FINAL INSPECTION ON-LINE:
WWW. MIAMI DADE.GOV/INSPECTIONREQU:Si'/:I!t:ULT2.ASPX• •
SUGGESTED•MOT'S •
Osl
"603, 605, 6i64•6b0" •••• •:
CALL SUNSHINE #811
48 HOURS BEFORE YOU DIG
32"MIN
AMERICAN DISABILITIES ACT EXC E?T ION'
IF POLE PLACEMENT LOCATION
DOES NOT MEET THE MINIMUM
SINGLE POINT DISTANCE OF 32"
LOCATE MARKINGS COLOR CODE
_ ELECTRIC _WATER
YELLOW
GAS -OIL -STEAM SEWER
FROM EDGE OF CURB OR BACK
—
TEMP. SURVEY MARKINGS CABLE TV
OF SIDEWALK, CONTACT YOUR
PRODUCTION LEADER, FOR
WHITE
PROPOSED EXCAVATION
FURTHER INSTRUCTIONS. 3s MIN
� 915 MM
"NORMAL"
Job Owner: Julian Salcedo M/A: ND ITownship: 53 Range: 41 Section 01
Designer: Richard Russell SS160H 803434 MIAMI SHORES-CAP-DSP Feeder Hardening
Date: 05/02/2016 C IF Loc's 1-58, 77-92
Scale: 1" = 580' 803434 OHR MIAMI SHORES, MIAMI SHORES, 33150
0' 580' 1159' Dwg No. 6069014-11x17 OH-permit1.xml Map No. AD0268
FPL,- WR: 6069014 Page 1 of 11
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FEEDERS:
MIAMI SHORES 03434,MIAM1 SHORES 03436
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FDOT INDEX 310 SIDEWALK
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PAGE
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POLE REPLACEMENTS LOCATIONS:
#4,7,8,9, 10, & 12
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FOR THE VILLAGE OF MIAMI SHORES ••••*
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PERMIT NOT REQUIRED
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9-
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? [X]
Tree Access?
Tree Staking Req'd? I I
Job Owner:
Julian Salcedo
I
M/A: ND
p: g
Townshi53 Ran 41 Section 01
I
Designer/Stake? (XI
CT/Special Mtr?
Work with SMO?
Survey/Stake? [ ]
Designer:
Richard Russell
SS160H 803434 MIAMI SHORES-CAP-DSP Feeder Hardening
Supervisor's Signature- Date
CIF Loc's 1-58, 77-92
POLE LINE FT: POLE LINE FT. ON TRANSM_ POLES:
TRENCH FT:
DUCT BANK FT:
Date:
05/02/2016
All required ground rods have been driven & verified to be within FPIL
standards. Values are shown at all locations.
CITY [XI
COUNTY RD [X]
COUNTY AIR
STATE RD [ ]
FAA I
Scale: 1 = 40'
803434 OHR MIAMI SHORES, MIAMI SHORES, 33150
PERMIT REQ'O
WMD
RR XING
DR. DIST. Ij
TRANSM.[]
01 40' 80,
DwgNo. 6069014 11x170H-perrnit1.xrnI I:Kqp
N. AD0267
FPL.
Requested Tel. Co. Set Poles?
Requested Tel. Co. Transfer? [XI
Request CAN Transfer? I ]
WR: 6069014
Page 4 of 11
Foreman's Signature Date
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FEEDERS:
MIAMI SHORES 03434
......................................................................................................................PAGE.;6......................................................................................................................
NW 93 D ST
SWALE
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MOT: 605, 660 MOT: 603
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•
MIAMI SHORES SEC 6 I
I #17,18, & 19 9 0 0
••
••
I
I ! FOR THE VILLAGE OF MIAMI SHORES • • • • • •
W PERMIT NOT REQUIRED • • • • . • • • •
•
:Go*
• •
NOTIFY VILLAGE OF MIAMI SHORES 48
HOURS BEFORE AND AFTER CONSTRUCTION
Z AT (305) 762-4949
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S!IVALE
SWALE
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NW 92ND ST
- - —_- - - - - - - -
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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? [X]
Tree Access? [ ]
Tree Staking Req'd? [ ]
Job Owner:
Julian Salcedo
M/A: ND
Township: 53 Range: 41 Section 01
Designer/Stake? [XI
CT/Special Mtr? [ ]
Work with SMO? [ ]
Survey/Stake? [ ]
Designer:
Richard Russell
SS160H 803434 MIAMI SHORES-CAP-DSP Feeder Hardening
Supervisor's Signature Date
CIF Loc's 1-58, 77-92
POLE LINE FT:
POLE LINE FT. ON TRANSM. POLES:
TRENCH FT:
DUCT BANK FT:
Date:
05/02/2016
All required ground rods have been driven & verified to be within FPL
CITY [X]
COUNTY RD IX]
COUNTY AIR [ ]
STATE RD [ ]
FAA I I
Scale: 1" = 40'
803434 OHR MIAMI SHORES, MIAMI SHORES, 33150
standards. Values are shown at all locations.
PERMIT REO'D
WMD [ j
RR XING [ ]
DR. DIST. [ I
TRANSM. [ ]
040, 80,
Dwg No. 6069014_11 x17 OH-permitl .xml
Map No. ACO267
����
Foreman's Signature Date
Requested Tel. Co. Set Poles? [ ]
Requested Tel. Co. Transfer? [X]
Request CAN Transfer? [ I
WR: 6069014
Page 5 of 11
[
FEEDERS:
MIAMI SHORES 03433,MIAM1 SHORES 03434
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NOTIFY VILLAGE OF MIAMI SHORES 48
HOURS BEFORE AND AFTER CONSTRUCTION
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AT (305) 762-4949
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POLE REPLACEMENTS LOCATIONS:
PB41 PG57
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#22, 23, 24, 25, & 25.5
FOR THE VILLAGE OF MIAMI SHORES
ODELL MANORS
I j PERMIT NOT REQUIRED
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AS -BUILT CREW PRINT
AS -BUILT COPY
Foremen's Signature Date
Initials Cert. Date
Job CERTIFIED COMPLETED as shown on this AS -BUILT print.
Material changes shown on ROS.
Easement? [ ]
Tree Work? [X]
Tree Access? [ ]
Tree Staking Req'd? [ ]
Job Owner:
Julian Salcedo
M/A: ND
Township: 53 Range: 41 Section 01
g
Designer/Stake? [X]
CT/Special Mir? [ ]
Work with SMO? [ ]
Survey/Stake? [ ]
Designer:
Richard Russell
SS160H 803434 MIAMI SHORES-CAP-DSP Feeder Hardening
Supervisor's Signature Date
CIF Loc's 1-58, 77-92
POLE LINE FT:
POLE LINE FT. ON TRANSM. POLES:
TRENCH FT:
DUCT BANK FT:
Date:
05/02/2016
All required ground rods have been driven &verified to be within FPL
CITY [X]
COUNTY RD (X]
COUNTY AIR [ ]
STATE RD ] ]
FAA [ ]
Scale: 1" = 40'
803434 OHR MIAMI SHORES, MIAMI SHORES, 33150
standards. Values are shown at all Locations.
PERMIT REO'D
WMD [ j
RR XING [ ]
DR. DIST. [ ]
TRANSM. [ ]
0' 40' 80'
Dwg No. 6069014_11 x17 OH-permit1.xml
Map No. AD0268
Requested Tel. Co. Set Poles? [ ]
Requested Tel. Go. Transfer? [X]
Request CAN Transfer? [ ]
WR: 6069014
Page 6 of 11
Foremen's Signature Date
FPLQ�
[X) INACCESSIBLE [X] 13KV [ ]FUTURE 23KV [ ] 23KV [ ]SALT SPRAY [ ]ROCK
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PAGE 7
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1
*see
F
END
ROAD WORK
ROAD
WORK
AHEAD
SPEEDING FINES
DOUBLED
WHEN WORKERS
PRESENT
DISTANCE BETWEEN SIGNS
Speed
Spacing (ft.)
A
8
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
B
■
■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■
■ ■ ■ ■ C ul
■
Taper Length = V3L Work Area
See Table II
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.
ROAD
WORK
AHEAD
A
END
ROAD WORK
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.
Table II
Taper Length - Shoulder
V3L (ft)
Speed
Notes
8'
10,
12'
(mph)
Shldr.
Shldr.
Shldr.
25
28
35
42
L= WSz
60
••
30
40
50
60
35
55
68
82
40
72
90
107'
45
120
150
1800
See•
•see
bases
t�S
50
133
167
200'
55
147
183
220 •
60
160
200
240
•see•
+soe
s so • •
65
173
217
260
70
187
233
280 +
•e••
Soso
• e••
•
•
sees
•
••See•
8' minimum shoulder width • • •
• e + •s••
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.
I,.
.
LAST DESCRIPTION: 2016 INDEX SHEET
REVISION FDOTT TWO-LANE, TWO-WAY, WORK ON SHOULDER 602 1 of 1
07101115 DESIGN STANDARDS
SYMBOLS:
® Work Area
■ Channelizing Device (See Index No. 600)
Work Zone Sign
Flagger
Automated Flagger Assistance Devices Buffer Space
(AFAD), With Gate
See Table ]
�J Lane Identification + Direction of Traffic
a
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — r r r r
• ■ Work Area
A 8 C
D Tangent
Taper Length Taper Length
50' to 100' 50' to 100'
WROAD ORK ONE LANE BE . GENERAL LAYOUT
ROAD PREPARED n
AHEAD AHEAD TO STOP
*
GENERAL NOTES:
1. Special Conditions may be required in accordance with these notes and
the following sheets.
2. If the Work Area encroaches on the Centerline, use the Layout for
Temporary Lane Shift to Shoulder on Sheet 2 only if the Existing Paved
Shoulder width is sufficient to provide for an I F lane between the
Work Area and the Edge of Existing Paved Shoulder. Reduce the posted
speed when appropriate.
3. Temporary Raised Rumble Strips:
a. Use when both of the following conditions are met concurrently:
i. Existing Posted Speed is 50 mph or greater;
ii. 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.
4. 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.
5. When a side road intersects the highway within the TTC zone, place
additional TTC devices in accordance with other applicable TCZ Indexes.
6. 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.
250'
Device Spac
See Table 1
7. When Buffer Space cannot be attained due to geometric constraints, use
the greatest attainable length, not less than 200 ft.
8. 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 2.
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.
9. 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.
10. See Index 600 for general TCZ requirements and additional
information.
11. Automated Flagger Assistance Devices (AFADs) may be used in
accordance with the Notes on Sheet 3.
■ BE ONE LANE ROAD
PREPARED ROAD WORK
TO STOP AHEAD AHEAD
D
C B A
10 f
Q <--=
* May be omitted if ROAD WORK AHEAD sign is installed upstream within the project limits.
• • ••••
• • • • •••
TABLE 1 ••••••
Posted
Speed
DEVICE SPACING
•
•0*00
Distance••o••
Between•• ••
Signs 000000
• •
•
•••
•••
•
Buffer
Space
•
• • •
•
Maximum Spacing
of Cones or
Tubular Markers
Maximum Spacing of
Type I or Type 11
Barricades/Panels/Drums
On a
Taper
On a
Tangent
On a
Taper
On a
Tan ent
A
B
C •
D
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
1 20'
50'
20'
100'
2640'
1500'
1000'
500'
645'
70
1 20'
1 50'
20'
100'
2640'
1500'
1000'
500' 1
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.
• IM
-WA�`Y, NO. NO.
LAST 00 DESCRIPTION: 2016 INDEX SHEET
REVISION F�OT� TWO-1 ANE, �[`WO
07101115 DESIGN STANDARDS MORE WIITH[IIN THE TRAVEL WADY 603 1 of 3
Cr
•�� PREPARED
�OAROAD
HEAD NE E < STAY
INLYOER
D I 100, 1 100'
C B
Cont. (To Work Area)
Layout
Temporary Raised Rumble Strip Set nn
(See General Note No. 2) u
LI Temporary Raised Rumble Strip Set
700' 100, (See General Note No. 2)
A B C
D Cont. Layout
(To Work Area)
ROAD RUMBLE STAY ONE LANE BE . 0
WORK STRIPS IN YOUR ROAD PREPARED n
AHEAD AHEAD LANE" TO STOP
DO NOT
STOP
ON
TRACKS
RUMBLE
STRIPS
AHEAD
A
a
ROAD
WORK
3
* May be omitted if ROAD WORK AHEAD sign is installed upstream within the project limits.
LAYOUT FOR TEMPORARY RAISED RUMBLE STRIPS
WHEN REQUIRED WITH ADDITIONAL SIGNS
250' C
Cont. Layout
R/R
— — T X ..'cif— _711`Y—r — — —
■ X.
■ Work Area ■
15' Clr. (Typ., Each Side)
C
Cont. Layout
Taper Length
50' to 100'
1-4 Extended Buffer Space
Tangent Device Spaci
Taper Length J J See Table 1
50' to 100'
LAYOUT FOR RAILROAD CROSSING
BUFFER SPACE EXTENSION
Edge of
EExisting
Edge of
Paved
Existing Shoulder
Travel Lane (Typ )
(TYp) ---, ,
v
IZ
IZ
J z
Buffer Space v
(See Table 1) ^
■■ ■ /Work Area
`✓ of //��'r
00 aPe �—
' �ae\e `9A(�Pl of
Reo 511
e\
s
pdCX �\ne
S e`oti)
X�dC/ ly d
9
OPTION 1 - REMOVABLE POLYMER STRIPING TAPE
RUMBLE STRIP SET
,o`e
ret R Vase
e� s z
C 5,(\Q r� sfr/ S SPt
A
ea AdGPa Fr s
ee< bye shoe/ of
ed net Rol �pl
�no�aQof
of
�e Ea,e of
s'sade� 09e rte) �< a e
9 � L
s t�0\e
spd`/� Gent \oil
9 ly e\
OPTION 2 - MOLDED ENGINEERED POLYMER -
RUMBLE STRIP SET.
. • •
TEMPORARY RAISED RMHUEE SW -RI -PS
i
Buffer Space 375' C • • ••��••
(See Table 1) Cont. Layout "••" : ••••
• • •
C Tangent Device Spaci
Cont. Layout Taper Length Taper Length See Table 1
75' to 100' 75' to 100'
LAYOUT FOR TEMPORARY LANE SHIFT TO SHOULDER
WHEN WORK AREA ENCROACHES ON THE CENTERLINE
SPECIAL CONDITIONS
2 DESCRIPTION: INDEX SHEET
LAST o 2016
REVISION 2 FDOT TWO-LANEv TWO-WAY, NO. NO.
07101115 W sue-- DESIGN STANDARDS WORK W I7CHIIN THE TRAVEL WADY 603 2 of 3
AUTOMATED FLAGGER ASSISTANCE DEVICES NOTES:
1. Illuminate the flagging station when the AFAD is used at nighttime.
2. When the AFAD is not in use, remove or cover signs and move AFAD device outside
the clear zone or shield it with a barrier or crash cushion.
3. Only qualified flaggers who have been trained in the operation of the AFAD may
operate the AFAD. When in use, each AFAD must be in view of and attended at all
times by the flagger operating the device. Use two flaggers and one of the following
methods in the deployment of AFAD's:
Method ]:Place an AFAD at each end of the temporary traffic control zone.
Method 2:Place an AFAD at one end of the temporary traffic
control zone and a flagger at the opposite end.
4. A single flagger may simultaneously operate two AFAD's (Method 1) or may operate a
single AFAD on one end of the temporary traffic control zone while being the flagger
at the opposite end of the temporary traffic control zone (Method 2) if all four of
the following conditions are present:
a. The flagger has an unobstructed view of the AFAD(s);
b. The flagger has an unobstructed view of approaching traffic in both directions;
c. For Method 1, the AFAD's are less than 800 ft apart. For Method 2, the AFAD
and the flagger are less than 800 ft apart.
d. Two trained flaggers are available on -site to provide normal flagging
operations should an AFAD malfunction.
STOP OR SLOW
WAIT GO WAIT GO
Space Channelizing Buffer Space ON I ON ON ON
Devices at 25' Intervals See Table 1 STOP SLOW STOP SLOW
00' 50' 250' C
Cont. Layout
■ ,Work Area
■viiiiiZ////z
C Tangent
Cont. Layout Taper Length Taper Length
50' to 100' 50' to 100'
STOP OR SLOW
WAIT GO WAIT GO
ON ON ON ON
STOP SLOW STOP Laqyj
Space Channelizing
Devices at 25' Intervals
100' 50'
� ■I
20' Min./50' Max. ---\
Device Spaci
See Table 1
LAYOUT FOR STOP/SLOW AFAD
METHOD I - 2 AFAD's
Buffer Space
See Table 1
250' C
Cont. Layout
— — — — — — — — —
Work Area
C I Tangent I IDevice Spaci
Cont. Layout Taper Length Taper Length See Table 1
50' to 100' 50' to 100'
STOP •
HERE ON
RED Q
Red/Yellow AFAD
LAYOUT FOR RED/YELLOW AFAD
METHOD 2 - I AFAD & FLAGGER
AUTOMATED FLAGGER ASSISTANCE DEVICES (AFADs)
LAST 0 DESCRIPTION: INDEX SHEET
2016 TWO -LAME TWO-WAY, NO. NO.
REVISION j F�
07/01/15 W DESIGN STANDARDS WORK W1I7ClH IN THE '1[`][�AV EL WAY 603 3 of 3
Cr
F1'
400'
ROAD
WORK ot
AHEAD
O
M
J �1
■ ■ ■ ■■
200'
■
Less Than
200'
� I I 400' 50'
200' 200'
More Than
ROAD 200'
WORK
AHEAD
SYMBOLS
® Work Area
■ Channelizing Device (See Index No. 600)
D Work Zone Sign
Flagger
Lane Identification + Direction of Traffic
■
■
GENERAL NOTES
200' 400'
L_10 J
ROAD
WORK
AHEAD
1. Work operations shall be confined to one travel lane, leaving 5. The FLAGGER legend sign may be substituted for the symbol sign.
the opposing travel lane open to traffic.
6. The maximum spacing between devices shall be no greater than 25.'
2. When vehicles in a parking zone block the line of sight to TCZ
signs or when TCZ signs encroach on a normal pedestrian 7. For general TCZ requirements and additional information, refer to
walkway, the signs shall be post mounted and located in Index No. 600.
accordance with Index No. 17302.
3. If work area is 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.
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, 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. •••••
• ••••
.. • .
1. ROAD WORK AHEAD sign may be omitted if all of the 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 z0 DESCRIPTION: 2016 INDEX SHEET
REVISION �, Fi�� DESIGN STANDARDS TWO-LANE, TWO-WAY, WOlE K NEAIlE� I[l�TTERS ECTHON 605 1 of 1
07/01/15 w
GENERAL NOTES
1. Work operations shall be confined to either one lane, or lane combinations as
follows:
a. Outside travel lane;
b. Outside auxiliary lane;
c. Outside travel lane and adjoining auxiliary lane;
d. Inside travel lane p;
e. Inside auxiliary lane A;
f. Inside travel lane and adjoining auxiliary lane p
A See Sheet 3
If the work area is confined to an auxiliary lane the work area shall be
barricaded and the RIGHT (LEFT) LANE CLOSED AHEAD signs replaced by ROAD
WORK AHEAD signs, and the merge symbol signs eliminated.
DURATION NOTES
1. For work operations up to approximately 15 minutes, signs,
channelizing devices, and arrow board may be omitted if all of
the following conditions are met:
a. Speed limit is 45 mph or less.
b. No sight obstructions to vehicles approaching the work area
for a distance equal to twice the taper length.
c. Volume and complexity of the roadway has been considered.
d. The closed lane is occupied by a class 5 or larger, medium
duty truck(s) with a minimum gross weight vehicle rating
(GWVR) of 76,001 lb with high -intensity, rotating, flashing,
oscillating, or strobe lights mounted above the cab height and
operating.
2. For work operations up to 60 minutes, the arrow
2.
When vehicles in a parking zone block the line of sight to TCZ signs, the signs
board may be omitted if conditions a, b, and c in
shall be post mounted and located in accordance with Index No. 17302.
DURATION NOTE 1 are met, and vehicles in the work
area have high -intensity, rotating, flashing,
""•
•
3.
If the work space extends across a crosswalk, the crosswalk should be closed
oscillating, or strobe lights operating.
• •
••••
using the information in Index No. 660.
`••• i
• •••
4.
Signs are required on the median side for divided highways.
•••;••
•
5.
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.
• •
• '
6.
For general TCZ requirements and additional information, refer to Index No. 600.
••••••
• • •
•
SYMBOLS
• • •
® Work Area
Work Zone Sign
•o•
Advance Warning Arrow Board
Type III Barricade
■
Channelizing Device (See Index No. 600)
Lane Identification + Direction of Traffic
LAST
DESCRIPTION:
20I6
I�'I[U L7["MAN E �VORK N EAE� IINT E RS lE CTII®1�
INDEX
NO.
SHEET
NO.
REVISION
FDOT�
9
07101115
W
sr°-- DESIGN STANDARDS
N' E DEAN OR OU TS HD E ]LANE
616
1 of 3
IC—
a
�
c� Work Area
■ • ■•
■ ■ ■ r�
■/■ ■ e
■
Taper Length=L
500'
A
B
C
See Table 11
Device
ROAD
*
I I I Q
Spacing
WORK
Device Spacing -Taper
Tangent
AHFAD
See Table I
See
SPEEDING FINES
DOUBLED
WHEN WORKERS
PRESENT
RIGHT LANE
CLOSED
AHEAD
8 Table If END
ROAD WORK
< is:
STOP ROAD
WORK
AHEAD
Erect STOP Sign where the existing stop bar is more than
30' from the taper line. Remove or cover existing STOP
sign and reinstall when through lane reopened to traffic.
RIGHT LANE CLOSED ON FAR SIDE OF MINOR SIDESTREET
lt'
A
ROAD
WORK
AHEAD
THRU
TRAFFIC
MERGE
LEFT ,
SPEEDING FINES
DOUBLED
WHEN WORKERS
PRESENT
Q
OV3HV
NdoM
OVOH
■
■
■
D Device
LY Spacing
B C Tangent
Q See
Table I
RIGHT LANE 8
MUST
TURN RIGHT 1/
- Work Area
■
■
ROAD
WORK
AHEAD
500'
DISTANCE BETWEEN SIGNS
Speed
Spacing (ft.)
A
B
C
40 mph or less
200
200
200
45 mph
350
350
350
* 500' beyond the ROAD WORK AHEAD sign or
midway between signs whichever is less.
Table 1
Device Spacing
Max. Distance Between Devices (ft.)
Speed
Cones or
Type I or Type If
(mph)
Tubular Markers
Barricades or Vertical
Panels or Drums
Taper
Tangent
Taper
Tangent
25
25
50
25
50
30 to 45
25
50
30
50
•
For lateral transitions dt/14r•than 12
use formula for L shove'ri1 notes,•••••
column. Where: •• •• •'••
L = Length of taper in. f&c" • • •
W = Width of lateral transition in felt •
S = Posted speed limit•(mphi •
END •••• ; ..••
• • s
ROAD WORK .• •
Table 11
Taper Length - Merge
(12' Lateral Transition)
Speed
L
Notes
(mph)
(ft)
(Merge)
25
125
: L ti 4W Sz
30
180
35
245
••
••••••
•
40
320
45
540
••t�VvS
RIGHT LANE CLOSED ON FAR SIDE OF INTERSECTION
WITH SIGNIFICANT RIGHT TURNING MOVEMENTS
1. The normal procedure is to close on the near side of the intersection any lane that 2. For intersection approaches reduced to a single lane, left turning movements may
is not carried through the intersection. However, when this results in the closure of be prohibited to maintain capacity for through vehicular traffic.
a right lane having significant right turning movements, then the right lane may be
restricted to right turns only as shown in this detail.
LAST 0 DESCRIPTION: 20I6 INDEX SHEET
REVISION FDOT I�i[�7LTILANE, WOlE�K NEAR II1�TERS ECTIION No. No.
07101115 W ec— DESIGN STANDARDS MEDIAN OR OUTSIDE ]LANE 616 2 of 3
0 18 ( B G
ROAD
WORK
AHEAD
SPEEDING FINES LEFT LANE
CLOSED
DOUBLED AHEAD
WHEN WORKERS
PRESENT
Q
W
Taper Length=L
See Table II
Device Spacing -Taper
See Table I
8�
ROAD
CLOSED
ONE WAY
LEFT LANE CLOSED ON FAR SIDE OF MINOR OV3HV
SIDESTREET - RESTRICTED TURNING MOVEMENTS MOM
avow
AdM 3N0
Q
a Work Area
500'
Device
Spacing
Tangent
See
Table I1
F-
END
ROAD WORK
DISTANCE BETWEEN SIGNS
Speed
Spacing (ft.)
A
B
C
40 mph or less
200
200
200
45 mph
350
350
350
* 500' beyond the ROAD WORK AHEAD sign or
midway between signs whichever is less.
Table 1
Device Spacing
Max. Distance Between Devices (ft.)
Speed
Cones or
Type I or Type II
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
•••
•
••• ••
•••
• •
•
•
•••
•
•••
•+ •
• • • •
D{ Device �F •••••
LY L1' For lateral transitions other than ]1•, •
Spacing use formula for L shown im tPe notes••••
A B C 500' column. Where: •• • • • •
ROAD Taper Length=L ]00' ¢ Tangent •• •
See Table II Gap See END L = Length of taper in feet
WORK LEFT LANE Table I W = Width of lateral transition in feet
AHEAD ROAD WORK 5 = Posted speed limit (mph)
Device Spacing -Taper MUST
See Table I TURN LEFT
SPEEDING FINES LEFT LANE ROAD
CLOSED WORK
DOUBLED AHEAD AHEAD
WHEN WORKERS
PRESENT
LEFT LANE CLOSED ON FAR SIDE OF INTERSECTION TURNING MOVEMENTS ALLOWED
1. The normal procedure is to close on the near side of the intersection any lane that is not carried through
the intersection. However, when this results in the closure of a left lane having significant left turning
movements, then the left lane may be reopened as a turn bay for left turns only as show in this detail.
DESCRIPTION:
LAST 2 o 2016 INDEX SHEET
REVISION FDOT MULTILANE, LTIIILAN E y WORK K NEAR AR III�T E RS lE C'ICHON NO. NO.
07/0l/15 w FQ9 DESIGN STANDARDS MEDIAN O OUTSIDE LAME 616 3 of 3
Table II
Taper Length - Merge
(12' Lateral Transition1•
Speed
L
. %ores
(mph)
(ft.)
• (A?erge) •
25
125 •
•
••••
• • WSr •
... 60
• •
30
180
35
245 •
40
320 ••••••
45
540 ••
L -- WS
GENERAL NOTES
SYMBOLS
Q
0
0
MWork 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--0 Pedestrian Longitudinal Channelizing Device (LCD)
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.
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'.
8. 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 sidewalk, unless
otherwise noted in the plans.
11. Meet the requirements of Index 304 for temporary curb ramps.
12. Place pedestrian longitudinal channelizing device(s) across the full width of the
closed sidewalk. For temporary walkways, similar to the Sidewalk Diversion,
place LCD's to delineate both sides of the temporary walkway.
iJ Q [ CR
32GH SSO2i0 �t
DETOUR O~ y3—
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KOl
w o DETOUR o Q ■ CR �d�iitl
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••••++++++• • �•
•••i•
�a ROADc "'
m m ¢o •
o WORK
o AHEAD
Cn a,
W • U Q Y
U)
m C0 a • • •+•+••
10 10 =IDEWA •••••• •
•
G� + • �PEDtSTRIAN
CR N n ■ o a CR •• • Wf�RVO1�•
o DETOUR
Hnoi3a SIDEWALK CLOSED anO13a dS-L-30
10
USE OTHER SIDE V
K Ot ROAD ROAD
RK WRK
8 i p �' � HOEAD AHEADROAD
AWRKHEAD� �I�
CROSSWALK CLOSURE AND SIDEWALK DETOUR SIDEWALK DIVERSION
PESESTRIAN DETOUR
LAST ZO DESCRIPTION: ZO16 INDEX SHEET
REVISION Ln FDOTO lf�l�I�IG+ 7I°IEgIIAl� ®1�7["lE�®1[e FOR CLOSURE OF SIDEWALKS
No. No.
07101115 w '-- DESIGN STANDARDS 660 1 Of 1