100 W 1st St ROW21-0072 Buried FiberOWNER:ADDRESS:CITY:STATE:ZIP:
WATCHCARE INC 100 W 1ST ST ATLANTIC BEACH FL 32233-2502
COMPANY:ADDRESS:CITY:STATE:ZIP:
Blue Streak
Telecommunications 8200 NW 41st St #318 Doral FL 33166
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
170715 0000 ATLANTIC BEACH SEC H
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
100 W 1ST ST RIGHT OF WAY SINGLE OR TWO
FAMILY RIGHT OF WAY
1150' BURIED FIBER, 9
HANDHOLES & 5 ROADWAY
BORES
$0.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 PUBLIC UTILITIES UNDERGROUND WATER SEWER UTILITIES INFORMATIONAL
Notes:
Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is
needed, call 247-5878.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 1/10/2022
PERMIT NUMBER
ROW21-0072
ISSUED: 1/10/2022
EXPIRES: 4/10/2022
RIGHT OF WAY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
TOTAL:
2 PUBLIC UTILITIES UTILITY MAP INFORMATIONAL
Notes:
See attached Utility Map.
3 PUBLIC WORKS AS-BUILT INFORMATIONAL
Notes:
Contractor must submit As-Built plans to City within 30 days after completion of project.
4 PUBLIC WORKS DEBRIS INFORMATIONAL
Notes:
Roadway must be kept free of debris, mud, dirt, etc. during and after project by Contractor. All holes that have been dug and any property that has
been disturbed must have barriers and flags placed during project by Contractor.
5 PUBLIC WORKS OTHER PUBLIC WORKS CONDITION INFORMATIONAL
Notes:
AT&T box on West 1st Street must be repaired during this project.
2 of 2Issued Date: 1/10/2022
PERMIT NUMBER
ROW21-0072
ISSUED: 1/10/2022
EXPIRES: 4/10/2022
RIGHT OF WAY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
ROW21-0072
PROPOSED FIBER PATH
PROPOSED FIBER PATH
100 W 1ST ST
TWO FULL BUS. DAYS BEFORE YOU DIG
CALL BEFORE YOU DIG
1-800-432-4770
DIAL 811 or
FLORIDA
www.call811.com
UTILITIES IS WITHHELD.
CERTIFICATION TO THE LOCATION OF ALL UNDERGROUND
APPROXIMATE AND POSSIBLY INCOMPLETE. THEREFORE
THE LOCATION OF UTILITIES SHOWN ON THIS PLAT ARE
UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AS
IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT
Description
BST POLE
POWER POLE
ANCHOR & GUY
PUSH BRACE
AERIAL SYMBOL LEGEND
Proposed Existing
AERIAL CABLE
AERIAL SVC WIRE
N/A SAME STRAND
Description
PIPE/CONDUIT
CUT PAVEMENT
SPLICING PIT
BURIED SYMBOL LEGEND
Proposed Existing
ENCLOSURE
MANHOLE
BORE
N/A
N/A
N/A
CABLE MARKER
200'@Ò30ÔÓ N/A TRENCH LEN@DEPTH
BUR JOINT-TRENCH
BURIED CABLE
BURIED SVC WIRE
JOINT-TRENCH SVC
ENCLOSURE
N/A SAME CONDUIT
VICINITY MAP
N/A
NOT TO SCALE
FROM WATER METERS AND POWER
ALL HANDHOLES PLACED MINIMUM 3'
-Service Provider name: Bellsouth D/B/A AT&T Florida
-Sub-Contractor<s> name and license number: TBD
-Number of days ROW will be utilized: TBD
-Anticipated start and completion of project: <within 30 days of approval>
-Location map: See Dwg. 1
-SCOPE OF WORK
W
6TH
ST
W
7TH
ST
CORNELL
LN
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FORRESTAL
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8TH
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SARATOGA
CIR
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SARATOGA
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3RD
ST
M
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D
W 1ST ST
W
2ND
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4TH
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5TH
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OCEANGATE
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PAGE: 99
PLAT BOOK: 57
PAGE: 34
PLAT BOOK: 18
PLAT INFORMATION
102-660
102-604
102-602
102-601
MOT'S:
RANGE - 29E
TOWN - 2S
SEC - 17
CONCRETE NOT PLASTIC
APPROVED BY FL DOT
HAND HOLE 10X15X12 TIER 22
-Project name: EWO # A022P54
-Depth of utility to be installed (in inches): 30"
-Linear feet of underground placement: 1150'
-Number of handholes/pull boxes/vaults to be installed: 9
-Number of roadway bores: 5
-Number of conduit service laterals installed: 4
VIA DIRECTIONAL BORE PLACEMENT.
-Description of proposed work to include: AT&T TO INSTALL 1150' FIBER OPTIC CABLE
Dwg.of 51
A022P54
Exchange:
Designer:
5615401415
904241
HERNANDEZ, JAVIER
Phone:
Authorization:
CITY OF ATLANTIC BCH
100 W 1ST ST
ON RIGHT OF WAY OF
PROPOSED TELEPHONE FACILITIES
ATTSE
-Local Blue Streak Contact: Ted Burns 305-303-5257
W SC E G
V
T
A
C
R
E
T
A
W
R
E
W
E
S
M
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O
T
S
R
E
W
O
P
S
A
G
D
E
S
O
P
O
R
P
UTILITIES KEY
DETAIL
SW
Handhole
Handhole
-Structure Is To Be Installed Flush-
With Existing Ground Line
TYPICAL HAND HOLE
ROW21-0072
J U
R
I S
D
I C
T
I O
N
E
N
T
E
R
I N
G
F
D
O
T
40'
270'
HH1
1
40
HH1
1
40
B B
min.min.
20'
E
O
P
E
O
P
30"min.36"
min.
30"min.
6'6'
TH ST1W
Bore Detail - NO Drainage Ditch Involved
min.
18"
C/L
EOP
EOP
R/W
R/W
C
/LE
O
P
E
O
P
160
100
100
5254
TRAILER AREA
M A
Y
P
O
R
T
R
D
W 1ST ST
EXISTING HANDHOLE 30X48X36 TIER 22
310' OF PROPOSED AT&T BURIED FIBER CABLE INSTALLED BY DIRECTIONAL BORE METHOD @30MIN DEPTH USING A REAMER SIZE OF 5
40' OF PROPOSED AT&T 4"FLEX-PIPE INSTALLED BY DIRECTIONAL BORE METHOD @30MIN DEPTH USING A REAMER SIZE OF 5
C/L
EOP
EOP
R/W
R/W
20'
50'15'
10'
5'
ALONG W 1ST ST
CABLE PLACEMENT
Dwg.of 52
A022P54
Exchange:
Designer:
5615401415
904241
HERNANDEZ, JAVIER
Phone:
Authorization:
CITY OF ATLANTIC BCH
100 W 1ST ST
ON RIGHT OF WAY OF
PROPOSED TELEPHONE FACILITIES
ATTSE
S
E
N
T
E
R
I
N
G
F
D
O
T
J
U
R
I
S
D
I
C
T
I
O
N
2
0
0'
N
O
T
E
:
2
3' D
O
W
N
P
O
L
E
2
C
/
L
C
/
L
C
/
L
E
O
PR
/
W
C
/
L
E
O
P
E
O
P
R
/
W
E
O
P
E
O
P
E
O
P
E
O
P
R
/
W
R
/
W
R
/
W
R
/
W
400' OF PROPOSED AT&T BURIED FIBER CABLE INSTALLED BY DIRECTIONAL BORE METHOD @30MIN DEPTH USING A REAMER SIZE OF 5
501
1093
L
A
K
E
69
6567
510
1
1
4
1
1
0
1
0
1
Choice Chinese
Food
C
O
R
N
E
L
L
L
N
W
5
T
H
S
T
M A
Y
P
O
R
T
R
D
15'
C/L
EOP
EOP
R/W
R/W
50'
20'
ALONG W 5TH ST
CABLE PLACEMENT
10'
5'
Dwg.of 53
A022P54
Exchange:
Designer:
5615401415
904241
HERNANDEZ, JAVIER
Phone:
Authorization:
CITY OF ATLANTIC BCH
100 W 1ST ST
ON RIGHT OF WAY OF
PROPOSED TELEPHONE FACILITIES
ATTSE
E
N
T
E
R
I
N
G
F
D
O
T
J
U
R
I
S
D
I
C
T
I
O
N
2
2
0'
N
O
T
E
:
2
3'
U
P
P
O
L
E
2
C
/
L
E
O
P
C
/
L
E
O
P
E
O
P
C
/
L
C
/
L
E
O
P
E
O
P
E
O
P
E
O
P
R
/
W
R
/
W
R
/
W
R
/
WR
/
W
R
/
W
220' OF PROPOSED AT&T BURIED FIBER CABLE INSTALLED BY DIRECTIONAL BORE METHOD @30MIN DEPTH USING A REAMER SIZE OF 5
501
1093
115
510
580
M A
Y
P
O
R
T
R
D
W
6
T
H
S
T
S
A
R
A
T
O
G
A
C
I
R
S
15'
C/L
EOP
EOP
R/W
R/W
50'
20'
10'
5'
ALONG SARATOGA CIR S
CABLE PLACEMENT
Dwg.of 54
A022P54
Exchange:
Designer:
5615401415
904241
HERNANDEZ, JAVIER
Phone:
Authorization:
CITY OF ATLANTIC BCH
100 W 1ST ST
ON RIGHT OF WAY OF
PROPOSED TELEPHONE FACILITIES
ATTSE
E
N
T
E
R
I
N
G
F
D
O
T
J
U
R
I
S
D
I
C
T
I
O
N
1
2
0'
1
2
0'
1
8
5'
1
2
2'
1
0
0'
1
0
0'
4
0'
6
0'
5
0'
N
O
T
E
:
2
3' U
P
P
O
L
E
3
50
51
52
53
HH3
3
5
0
5
1
5
2
5
3
H
H
3
H
H
3
H
H
3
H
H
3
H
H
3
H
H
3
H
H
3
H
H
3
H
H
3
B B
min.min.
20'
E
O
P
E
O
P
30"min.36"
min.
30"min.
6'6'
W 8TH ST
Bore Detail - NO Drainage Ditch Involved
min.
18"
min.
18"
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/W
R
/W
E
O
P
E
O
P
C
/
L
220' OF PROPOSED AT&T BURIED FIBER CABLE INSTALLED BY DIRECTIONAL BORE METHOD @30MIN DEPTH USING A REAMER SIZE OF 5
50' OF PROPOSED AT&T 2" INNERDUCT INSTALLED BY DIRECTIONAL BORE METHOD @30MIN DEPTH USING A REAMER SIZE OF 5
60' OF PROPOSED AT&T 2" INNERDUCT INSTALLED BY DIRECTIONAL BORE METHOD @30MIN DEPTH USING A REAMER SIZE OF 5
40' OF PROPOSED AT&T 2" INNERDUCT INSTALLED BY DIRECTIONAL BORE METHOD @30MIN DEPTH USING A REAMER SIZE OF 5
120' OF PROPOSED AT&T 2" INNERDUCT INSTALLED BY DIRECTIONAL BORE METHOD @30MIN DEPTH USING A REAMER SIZE OF 5
PROPOSED HANDHOLE 10X15X12 TIER 22
90
86
82
800
76
67
69
92
30
82
74
880
84
58
54
37
85
79
75 38
83 76
800
84
72
86
82
77
80 78
70
66
55
45
11797
83
87
79
30
80
42
81
73
71
6563
W
8
T
H
S
T
M A
Y
P
O
R
T
R
D
S
F
O
R
R
E
S
T
A
L
C
I
R
C/L
EOP
EOP
R/W
R/W
20'
50'15'
10'
5'
ALONG W 8TH ST
CABLE PLACEMENT
15'
C/L
EOP
EOP
R/W
R/W
50'
20'
10'
5'
ALONG S FORRESTAL CIR
CABLE PLACEMENT
Dwg.of 55
A022P54
Exchange:
Designer:
5615401415
904241
HERNANDEZ, JAVIER
Phone:
Authorization:
CITY OF ATLANTIC BCH
100 W 1ST ST
ON RIGHT OF WAY OF
PROPOSED TELEPHONE FACILITIES
ATTSE
S W
Median
1
0
/
9
/
2
0
2
0
1
:
1
8
:
2
2
P
M
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N DESCRIPTION:
REVISION
LAST
ofSTANDARD PLANS
FY 2021-22 SHEETINDEX
1 1 11/01/20 102-601 WORK BEYOND THE SHOULDER
TWO-LANE AND MULTILANE ROADWAY,
c. 15' or more from the traveled way.
b. More than 2' behind the curb,
a. Behind an existing barrier,
Offset Zone:
SYMBOLS
Work Area
Lane Identification + Direction of Traffic
3. Use Index 102-660 when Work Area encroaches a Sidewalk.
vehicles cross the Offset Zone in any one hour period.
and terminating the work area) requires that two or more work
2. Use Index 102-602 when the work operation (excluding establishing
including Medians of divided roadways, with work beyond the shoulder.
1. This Index applies to Two-Lane, Two-Way and Multilane Roadways,
NOTES:
MULTILANE ROADWAY SHOWN, TWO-LANE ROADWAY SIMILAR
SYMBOLS:
Work Zone Sign
AHEAD
WORK
ROAD
PRESENT
WHEN WORKERS
DOUBLED
SPEEDING FINES
ROAD WORK
END
Work Area
ROAD WORK
END AHEAD
WORK
ROAD
PRESENT
WHEN WORKERS
DOUBLED
SPEEDING FINES
ROAD WORK
END
AHEAD
WORK
ROAD
ROAD WORK
END AHEAD
WORK
ROAD
Channelizing Device (See Index 102-600)
Lane Identification and Direction of Traffic
distances for work on the median
with associated work zone sign spacing
9. Omit "Shoulder Closed" signs (W21-5a) along
shoulder in accordance with the Plans.
lane or ridable shoulder, close the lane or
8. If the work encroaches on a marked bicycle
for 3 days or less.
omitted when the work zone is in place
7. Temporary pavement markings may be
hours or less.
temporary condition is in place for 24
distances may be omitted when the
associated work zone sign spacing
Work” Signs (G20-2) along with the
Present”signs (MOT-13-06) and “End Road
6. The “Speeding Fines Doubled When Workers
greater than 45 MPH, use a lane closure.
traveled way and work zone speed is
5. For work less than two feet from the
egress.
to accommodate work vehicle ingress and
work area), use a flagger or lane closure
(excluding establishing and terminating the
through traffic lanes in a one hour period
4. When four or more work vehicles enter the
is required.
removal), only the Road Work Ahead sign
3. For incidental work (e.g. mowing or litter
channelizing device spacing values.
See Index 102-600 for “L”, “X”, "B", and
B = Buffer Length
X = Work Zone Sign Spacing
2. L = Taper Length
shoulder.
of divided roadways, with work on the
and Multilane Roadways, including Medians
1. This Index applies to Two-Lane, Two-Way
1
0
/
9
/
2
0
2
0
1
:
1
8
:
3
7
P
M
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N DESCRIPTION:
REVISION
LAST
ofSTANDARD PLANS
FY 2021-22 SHEETINDEX
1
TWO-LANE AND MULTILANE, WORK ON SHOULDER
11/01/20 2102-602
NOTES:
W20-1F (See Note 6)
MOT-13-06
(See Note 6)
G20-2
WITH WORK ZONE SPEED OF 45 MPH OR LESS
SHOULDER WORK LESS THAN 2' FROM THE TRAVELED WAY
TWO-LANE ROADWAY
(See Note 6)
G20-2
(See Note 6)
MOT-13-06
(See Note 6)
G20-2
SHOULDER WORK BETWEEN 2' AND 15' FROM THE TRAVELED WAY
TWO-LANE ROADWAY
(See Note 6)
G20-2
6" White (See Note 7)
B
W21-5a
CLOSED
SHOULDER
RIGHT
W20-1F
W21-5a
CLOSED
SHOULDER
RIGHT
W20-1F
W20-1F
XXX
ƿL
10' Min.
X
X
XX
ƿL
X
X
SYMBOLS:
Work Zone Sign
Work Area
AHEAD
WORK
ROAD
PRESENT
WHEN WORKERS
DOUBLED
SPEEDING FINES
ROAD WORK
END
ROAD WORK
END
AHEAD
WORK
ROAD
Channelizing Device (See Index 102-600)
Lane Identification and Direction of Traffic
1
0
/
9
/
2
0
2
0
1
:
1
8
:
4
8
P
M
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E
V
I
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I
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N DESCRIPTION:
REVISION
LAST
ofSTANDARD PLANS
FY 2021-22 SHEETINDEXINDEX
TWO-LANE AND MULTILANE, WORK ON SHOULDER
102-60211/01/20 22
W20-1F (See Note 6)
MOT-13-06
(See Note 6)
G20-2
WITH WORK ZONE SPEED OF 45 MPH OR LESS
SHOULDER WORK LESS THAN 2' FROM THE TRAVELED WAY
MULTILANE ROADWAY
(See Note 6)
G20-2
SHOULDER WORK BETWEEN 2' AND 15' FROM THE TRAVELED WAY
MULTILANE ROADWAY
6" White (See Note 7)
Median
Median
B
CLOSED
SHOULDER
RIGHT
(See Note 9)
W21-5a
CLOSED
SHOULDER
RIGHT
W20-1F
(See Note 9)
W21-5a
XXX
ƿL
10' Min.
X
XX
ƿL
X
1
0
/
1
2
/
2
0
2
0
6
:
1
5
:
5
6
A
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I
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N DESCRIPTION:
REVISION
LAST
ofSTANDARD PLANS
FY 2021-22 SHEETINDEX
1102-60411/01/20 2
TWO-LANE, TWO-WAY, INTERSECTION WORK
R1-1
R1-1
R1-1
R1-1
ROAD
AHEAD
WORK
ROAD
AHEAD
WORK
GENERAL NOTES:
X50' to 100'
ROAD WORK
END
ROAD
AHEAD
WORK
W20-1F
X
X
R3-2
W20-7 W20-1F
Less Than 200'
R3-1
X
ROAD
AHEAD
WORK
W20-1F
ROAD WORK
END
ROAD WORK
END
W20-7W20-1F
XX
LANE CLOSURE FOR WORK LESS THAN 200' FROM INTERSECTION
ROAD
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD WORK
END
ROAD
AHEAD
WORK
W20-1F
X
X
R3-2
W20-7 W20-1F
More Than 200'
R3-1
X
ROAD
AHEAD
WORK
W20-1F
ROAD WORK
END
ROAD WORK
END
W20-7W20-1F
X
LANE CLOSURE FOR WORK MORE THAN 200' FROM INTERSECTION
200'
200'
200'
SYMBOLS:
Work Area
Channelizing Device (See Index 102-600)
Work Zone Sign
Stop Bar
Type III Barricade
Lane Identification and Direction of Traffic
ROAD WORK
END
ROAD WORK
END
50'
Flagger
(See Note 9)
G20-2
(See Note 9)
G20-2
(See Note 9)
G20-2
(See Note 9)
G20-2
(See Note 9)
G20-2
(See Note 9)
G20-2
(See Note 9)
G20-2
(See Note 9)
G20-2
with the Plans.
ridable shoulder, close the lane or shoulder in accordance
9. If the work encroaches on a marked bicycle lane or
zone will be in place for 24 hours or less.
work zone sign distances may be omitted when the work
8. The "End Road Work" signs (G20-2) along with the associated
FLAGGER sign location.
of Rumble Strips and additional signs should begin at
Rumble Strips in accordance with Index 102-603. Placement
7. For unsignalized intersections, use Temporary Raised
signal phasing modifications prior to beginning of work
6. District Traffic Operations Engineer must approve temporary
crosswalk in accordance with Index 102-660.
5. If the work area extends across a crosswalk, close the
with Index 700-101.
TCZ signs, locate and post mount signs in accordance
4. If vehicles in a parking zone block the line of sight to
instead of "Flagger Ahead" sign with symbol (W20-7).
3. Optionally, use "Flagger Ahead" sign with text (W20-7A)
spacing values.
See Index 102-600 for “X” and channelizing device
2. X = Work Zone Sign Spacing
work within or near the intersection.
1. This Index applies to two-lane, two-way roadways with
1
0
/
1
2
/
2
0
2
0
6
:
1
5
:
5
9
A
M
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I
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REVISION
LAST
ofSTANDARD PLANS
FY 2021-22 SHEETINDEX
102-604 2 211/01/20
TWO-LANE, TWO-WAY, INTERSECTION WORK
ROAD WORK
END
ROAD WORK
END
ROAD WORK
END
ROAD WORK
END
SYMBOLS:
Work Area
Channelizing Device (See Index 102-000)
Work Zone Sign
Stop Bar
X
W20-4
X
W20-4
W20-7
50' to 100'
W20-4
ROAD
AHEAD
WORK
W20-1F
5
0
'
t
o
1
0
0
'
5
0
'
t
o
1
0
0
'
W20-1F
ROAD
AHEAD
WORK
W20-1F
W20-4
W20-7
X
W20-7
XX
Type III Barricade
ONE LANE
ROAD
AHEAD
ONE LANE
ROAD
AHEAD
ONE LANE
ROAD
AHEAD
ONE LANE
ROAD
AHEAD
X
ROAD
AHEAD
WORK
ROAD
AHEAD
WORK
W20-1F
X
X
X
X
X
Flagger or Traffic Control Officer (TCO)
WORK IN INTERSECTION OF TWO-LANE ROADWAY
X
Lane Identification and Direction of Traffic
(See Note 9)
G20-2
(See Note 9)
G20-2
(See Note 9)
G20-2
(See Note 9)
G20-2
W20-7
CROSS HERE
AHEAD
SIDEWALK CLOSED
DETOUR
DETOUR
DETOUR
CROSS HERE
AHEAD
SIDEWALK CLOSED
USE OTHER SIDE
SIDEWALK CLOSED
USE OTHER SIDE
SIDEWALK CLOSED CLOSED
SIDEWALK
DETOUR
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
DETOUR
DETOUR
SYMBOLS:
Work Zone Sign
Lane Identification and Direction of Traffic
M4-9BR
M4-9BL
M4-9BL
M4-9BR
W20-1F
W20-1F
R9-11AR
R9-11AL
Pedestrian Longitudinal Channelizing Device (LCD)
M4-9BL
M4-9BR
PEDESTRIAN DETOUR
Work Area
(See Note 4)
R9-10
(See Note 4)
R9-10
(See Note 4)
R9-9
NOTES:
facilities (e,g,, transit stops, residences, or business entrances).
Omit the Advance Closure LCD if it blocks access to other pedestrian 5.
in accordance with the manufacturer's instructions.
4. "Sidewalk Closed" signs (R9-XX) may be mounted on pedestrian LCDs
panel to the surface of the sidewalk.
maintain a minimum 7’ clearance from the bottom of the sign
3. For post mounted signs located near or adjacent to a sidewalk,
Place pedestrian LCDs across the full width of the closed sidewalk.2.
closed crosswalks.
Cover or deactivate pedestrian traffic signal display(s) controlling 1.
(See Notes 4 and 5)
Advance Closure LCD
(See Notes 4 and 5)
Advance Closure LCD
1
0
/
1
2
/
2
0
2
0
6
:
2
4
:
0
2
A
M
R
E
V
I
S
I
O
N DESCRIPTION:
REVISION
LAST
ofSTANDARD PLANS
FY 2021-22 SHEETINDEX
102-660 1 211/01/20
SIDEWALK CLOSURE
C C
W4-2
PRESENT
WHEN WORKERS
DOUBLED
SPEEDING FINES
AHEAD
WORK
ROAD
(See Note 4)
G20-2
ROAD WORK
END
AHEAD
CLOSED
LANE
RIGHT
W20-5(See Note 4)
MOT-13-06
W20-1F
AHEAD
WORK
ROAD
W20-1F
NOTES:
SYMBOLS:
Channelizing Device (See Index 102-000)
Crash CushionC C
Existing Sidewalk
Existing Sidewalk
Temporary Barrier
6" White
Work Zone Sign
Lane Identification and Direction of Traffic
Pedestrian Longitudinal Channelizing Device (LCD)
Work Area
Arrow Board
Merge
Arrow Board Mode:
1
0
/
1
2
/
2
0
2
0
6
:
2
4
:
0
7
A
M
R
E
V
I
S
I
O
N DESCRIPTION:
REVISION
LAST
ofSTANDARD PLANS
FY 2021-22 SHEETINDEX
102-660 2 211/01/20
SIDEWALK CLOSURE
TEMPORARY PEDESTRIAN WAY
(Temporary Barrier Shown, Low Profile Barrier Similar)
TEMPORARY PEDESTRIAN WAY DIVERTING TRAFFIC INTO THE TRAVELED WAY
100'
B XLXXXX
X
Temporary Pedestrian Way
hours or less.
distances, may be omitted when the work zone will be in place for 24
and "End Road Work" signs (G20-2), along with associated work zone sign
4. The "Speeding Fines Doubled When Workers Present" signs (MOT-13-06)
for curb ramps diverting pedestrian traffic into a closed lane.
requirements of Index 522-002. Detectable warnings are not required
3. When temporary pedestrian ways require curb ramps, meet the
5' in width at intervals not to exceed 200'.
Provide a 5' x 5' passing space for temporary pedestrian ways less than
of 0.02, except where space restrictions warrant a minimum width of 4'".
2. Provide a 5' wide temporary pedestrian way with a maximum cross-slope
See Index 102-600 for "L", "B", "X", channelizing device spacing values.
X=Work Zone Sign Distance
B=Buffer Length
1. L=Taper Length